CN107989363A - A kind of slab form breakfast practice - Google Patents
A kind of slab form breakfast practice Download PDFInfo
- Publication number
- CN107989363A CN107989363A CN201711216102.7A CN201711216102A CN107989363A CN 107989363 A CN107989363 A CN 107989363A CN 201711216102 A CN201711216102 A CN 201711216102A CN 107989363 A CN107989363 A CN 107989363A
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- Prior art keywords
- stupefied
- time
- reinforcing
- steel pipe
- circular arc
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
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- 235000021152 breakfast Nutrition 0.000 title claims abstract description 17
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 48
- 229910000831 Steel Inorganic materials 0.000 claims description 65
- 239000010959 steel Substances 0.000 claims description 65
- 238000003780 insertion Methods 0.000 claims description 8
- 230000037431 insertion Effects 0.000 claims description 8
- 239000000463 material Substances 0.000 abstract description 13
- 238000010276 construction Methods 0.000 description 12
- 238000009434 installation Methods 0.000 description 8
- 230000006641 stabilisation Effects 0.000 description 6
- 238000011105 stabilization Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005299 abrasion Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 210000002445 nipple Anatomy 0.000 description 2
- 230000001681 protective effect Effects 0.000 description 2
- 230000035882 stress Effects 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000001112 coagulating effect Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000007423 decrease Effects 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 238000007373 indentation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/38—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings for plane ceilings of concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a kind of slab form breakfast practice.Including typified form, reinforce it is main it is stupefied, first reinforce it is time stupefied, second reinforce and time stupefied, early tear support component, cross bar open；It is described reinforce main stupefied both ends and be connected to a morning tear support component open；The reinforcing is main stupefied upper equidistantly stupefied equipped with the multiple first reinforcings time, and each first reinforcing time is stupefied main stupefied perpendicular with reinforcing；It is stupefied equipped with the second reinforcing time that the morning tears support component top open；Described second reinforces and time stupefied reinforces secondary stupefied be parallel to each other with first；The typified form is arranged at that the first reinforcing is time stupefied and second reinforces time stupefied top, and reinforces time stupefied and secondary stupefied top surface of the second reinforcing with first and be in contact；Adjacent morning tears open and is connected with cross bar between support component.System using the present invention, most templates in concrete strength reaches 50% i.e. dismountable system, greatly reduce the input of equipment and materials, improve all transfer efficients of equipment and materials, and overall cost is lower.
Description
Technical field
The present invention relates to the slab form breakfast practice used in a kind of architectural engineering.
Background technology
At present, in construction, floor is cast at the scene when concrete component, more using template, flitch, round steel
Pipe, conventional steel support etc. assemble.But since the technology restriction of support system, template need concrete strength to reach
More than 75% could remove, at least more than 20 days the time required to concrete coagulating time, it is therefore desirable to be equipped with template and reinforce steel
The materials such as pipe need 3 sets and more than, cause live material utilization amount more waste greatly, while material due to high temperature, high humidity, high corrosion and
Accelerated ageing loss is big, and disposable fund input is big.In addition template is reinforced using flitch and round steel pipe, since its is firm
Degree, intensity are poor, and template is larger more with template splicing seam and the no back cord in seam lower section is held and causes spillage serious, whole
A frame body and template system cannot firmly connect integral and occur that template flitch etc. easily deforms, concrete spillage is serious etc. and ask
Topic, so as to influence whole concrete quality.In addition in form removal, it is necessary to first remove supporting frame and cause steel pipe, the lumps of wood
It is extremely easy to drop Deng material and produce great security risk, simultaneously because template from high-altitude drop on the ground or on cross bar easily by
Collide with damage.
The content of the invention
In order to improve the above problem, the present invention provides a kind of slab form breakfast practice.
To achieve these goals, the technical solution adopted by the present invention is as follows：
A kind of slab form breakfast practice, including typified form, main stupefied, secondary stupefied, the second reinforcing of the first reinforcing of reinforcing
Secondary stupefied, morning tears support component, cross bar open；It is described reinforce main stupefied both ends and be connected to a morning tear support component open；It is described to reinforce master
Stupefied upper equidistantly stupefied equipped with the multiple first reinforcings time, each first reinforcing time is stupefied main stupefied perpendicular with reinforcing；The morning tears branch open
It is stupefied that support component top is equipped with the second reinforcing time；Described second reinforces and time stupefied reinforces secondary stupefied be parallel to each other with first；The stock mould
Plate is arranged at that the first reinforcing is time stupefied and second reinforces time stupefied top, and reinforces time stupefied and secondary stupefied top surface of the second reinforcing with first and connect
Touch；Adjacent morning tears open and is connected with cross bar between support component.
System using the present invention, most templates in concrete strength reaches 50% i.e. dismountable system, and
Concrete floor structure safety and quality are had little to no effect, the input of equipment and materials is greatly reduced, improves equipment and materials
All transfer efficients, overall cost is lower, and the usage amount of each equipment and materials reduces the policy for also more meeting national low-carbon environment-friendly.
Further, the morning tears support component open includes steel pipe, is arranged at positioning and the concrete protective of steel pipe bottom
Positioning disk, is arranged at the supporting table on steel pipe top, and is socketed on outside steel pipe and buckles disk and fastener；The fastener is positioned at button disk
Lower section；It is described reinforce it is main stupefied and second reinforce it is time stupefied be connected with supporting table, the end of the cross bar is connected with detaining disk.
Using above-mentioned design, can be accurately positioned by the positioning disk of positioning and concrete protective so that whole system
Placement location can meet construction demand easily, ensure that whole system connection stabilization and precisely, using button disk design can
Preferably it is attached, is easy for installation and removal with cross bar, so as to more preferably plays the role of early tear open.But the design of fastener can be prevented
Moved after clamping disk stress, improve the stability of whole device.
Yet further, the supporting table includes the connector that bottom is connected with steel pipe, is socketed in the middle part of connector and is used to install
Reinforce main stupefied supporting plate, and be arranged at nipple tip be used for connect second reinforce secondary stupefied top plate.
Using above-mentioned design, it can make that the connection of supporting table and steel pipe is more convenient, and realization is rapidly assembled and disassembled；And hold in the palm
The design of plate and top plate can be realized and reinforced main stupefied and reinforce secondary stupefied connection respectively, so as to fulfill rational distribution, it is ensured that
The stabilization of whole device, and preferably play the effect that can early tear open.
Further, the connector bottom is placed in steel pipe top.
It using above-mentioned design, can not only ensure the stabilization of connected components and the fastness of connection, and can realize fast
The installation and removal of speed.
In addition, the steel pipe top is equipped with connecting pole, the connecting pole is connected with supporting table bottom.
Using the design of connecting pole, supporting table can be connected with steel pipe, it is ensured that steel on the premise of steel pipe is not destroyed
The self-strength of pipe, preferably realizes supporting role, while supporting table can be avoided repeatedly to be connected with steel pipe, dismantle and cause steel pipe
Abrasion, the problem of replacement cost is higher.
Further, the surface of the cross bar is equipped with rubber pad.
Using above-mentioned design, when typified form is dropped on cross bar, cushioning effect can be played when early tearing open, from
And protect typified form.
Yet further, the fastener includes circular arc component A, circular arc component B；One end of the circular arc component A and circular arc
One end of component B is hinged by axis pin；The other end of the other end and circular arc component B of the circular arc component A is removable by bolt
Unload connection.
Using above-mentioned fastener, in fastener for installing, by rotating the nut on bolt, by circular arc component A and circular arc component B
Other end separation, then steel pipe is blocked from steel pipe side, then by bolt by the another of circular arc component A and circular arc component B
End is tightened, and it is firmly fixed on steel pipe.
Further, the other end of the circular arc component B is equipped with notch for bolt insertion.
, can be in open or close fastener using the design of above-mentioned notch, bolt can be laterally inserted from indentation, there, and
Without to general through hole need bolt to be slowly inserted into from end, the application uses from side and opens up notch, improve installation and
Removal efficiency, reduces labor intensity.
In addition, the button disk includes semicolumn A and semicolumn B；The semicolumn A and semicolumn B is detachable by bolt
Connection；The semicolumn A and semicolumn B are equipped with loading plate, and the loading plate is equipped with mounting hole.
Using above-mentioned button disk, disassembly and installation is extremely convenient, when mounted, only need to be by semicircle due to being two semicolumns
Column A and semicolumn B is opposite to be sleeved on outside steel pipe, is then tightened semicolumn A and semicolumn B by bolt, by its whole button disk
It is fixed on steel pipe.And the loading plate then supporting body as cross bar, one end of cross bar need to be only inserted into mounting hole, other end insertion
The mounting hole of disk is buckled on adjacent steel pipe to be fixed, and strengthen support degree.Above-mentioned cross bar is to be equipped with insertion section at both ends,
So being inserted into mounting hole, if cross bar is not provided with insertion section, it can directly use bolt, buckle, screw etc. will by mounting hole
Crossbar end is fixed on loading plate.
In addition, the typified form is spliced by the first typified form and the second typified form；First stock mould
Plate reinforces time stupefied top positioned at second, and the second typified form is reinforced on time stupefied positioned at first.
Using above-mentioned design, when carrying out early tear open, the second typified form, first easily can be reinforced into time stupefied, reinforcing
Stupefied wait of master is removed, and the first typified form of reservation, the second reinforcing time are stupefied etc..
Being selected as one kind, second typified form is made of the template of an entirety, or by two or more and successively
Adjacent template splicing forms.
As a preferred embodiment, being equipped with Anti-rope drop in the positioning disk and steel tube end part side, positioning disk can be fixed on
Steel pipe bottom, it is ensured that positioning disk is without departing from steel pipe, not only less manpower, but also safety, particularly on building side when carrying
On frame body can prevent security risk.
As a preferred embodiment, being equipped with an Anti-rope drop between supporting table and steel pipe top, can so prevent from carrying
During supporting table and steel pipe depart from, so as to can be rapidly performed by building in next construction section, accelerate the efficiency of construction.
Compared with prior art, the present invention haing the following advantages and beneficial effect：
The system of the present invention, most templates in concrete strength reaches 50% i.e. dismountable system, and to concrete
Floor structure safety and quality have little to no effect, and greatly reduce the input of equipment and materials, improve the turnover of equipment and materials
Efficiency, overall cost are lower.
Brief description of the drawings
Fig. 1 is the structure diagram of the present invention.
Fig. 2 is the side view of Fig. 1.
Fig. 3 is the partial enlarged view of the present invention.
Fig. 4 is the structure diagram after form removal of the present invention.
Fig. 5 is the side view of Fig. 4.
Fig. 6 is the structure diagram that disk is detained in the present invention.
Fig. 7 is the structure diagram of fastener in the present invention.
Fig. 8 is another structure diagram of the present invention.
Fig. 9 is the side view of Fig. 8.
Wherein, the corresponding parts title is marked to be in attached drawing：1- typified forms, 2- reinforcing masters are stupefied, and 3- first reinforces secondary
Stupefied, 4- second reinforces time stupefied, and 5- early tears support component, 6- cross bars, 7- steel pipes, 8- positioning disks, 9- supporting tables, 10- button disks, 11- open
Fastener, 12- connectors, 13- supporting plates, 14- connecting poles, 15- rubber pads, 16- circular arc component A, 17- circular arc component B, 18- notches,
19- semicolumns A, 20- semicolumn B, 21- loading plate, 22- mounting holes, the first typified forms of 23-, the second typified forms of 24-, 25-
Anti-rope drop.
Embodiment
The invention will be further described with reference to the accompanying drawings and examples, and embodiments of the present invention include but not limited to
The following example.
Embodiment
As shown in Fig. 1~7, a kind of slab form breakfast practice, including typified form 1, reinforcing main stupefied 2, first add
Gu time the stupefied 3, second reinforcing time stupefied 4, early tear support component 5, cross bar 6 open；It is described reinforce main stupefied both ends and be connected to a morning tear open
Support component；It is described reinforce it is main it is stupefied it is upper be equidistantly equipped with multiple first and reinforce time stupefied, each first reinforces and time stupefied is led with reinforcing
It is stupefied perpendicular；It is stupefied equipped with the second reinforcing time that the morning tears support component top open；Second reinforcing time is stupefied stupefied with the first reinforcing time
It is parallel to each other；The typified form is arranged at that the first reinforcing is time stupefied and second reinforces time stupefied top, and with first reinforce it is secondary stupefied and
Second, which reinforces time stupefied top surface, is in contact；Adjacent morning tears open and is connected with cross bar between support component.Wherein, reinforcing master is stupefied passes through buckle
Or the mode such as screw be fixed on it is early tear open in support component, first reinforces and time stupefied is fixed on reinforcing master by modes such as buckle or screws
On stupefied, typified form is fixed on that the first reinforcing is time stupefied and second reinforces on time stupefied by modes such as iron nail, screw or ropes.
Support system using the present invention, can not only play the role of support shuttering, additionally it is possible to realize concrete strength
When reaching 50%, you can remove the equipment mast of the overwhelming majority, without being removed again when concrete strength reaches 100%, carry
The component of dismounting, can be applied in the support system in another construction section face, subtract by high all transfer efficients of equipment and materials in time
Lack the quantity of equipment and materials entirety, greatly reduce totle drilling cost.Specific then be, cross bar is to connect adjacent morning to play
Tear support component open so that whole system stability is high, while can avoid during support, early tears support component open and occurs relatively
Offset.And reach 50% in concrete strength, when being removed, it can will reinforce that main stupefied and first reinforces secondary stupefied, and cross bar etc.
Remove, be then transported to next construction section face and use.
Specifically, the morning, which tears support component open, includes steel pipe 7, the positioning disk 8 of steel pipe bottom is arranged at, is arranged at steel pipe top
The supporting table 9 at end, and be socketed on outside steel pipe and buckle disk 10 and fastener 11；The fastener is below button disk；The reinforcing
It is main stupefied and second reinforce it is time stupefied be connected with supporting table, the end of the cross bar is connected with detaining disk.
Using above-mentioned design, it can be accurately positioned by positioning disk so that whole system placement location is easier to meet construction
Demand, ensure that the stabilization of whole system connection with precisely, can be preferably attached, side using the design of button disk with cross bar
Just mount and dismount, so as to more preferably play the role of early tear open.But the design of fastener can move after anti-clamping disk stress, improve
The stability of whole device, but supporting table is then stupefied and second reinforces time stupefied designed exclusively for reinforcement by connection master, is easy to
Preferably realize early tear open.What deserves to be explained is in order to preferably realize carrying, hand labor intensity is reduced；In the positioning disk
Be equipped with Anti-rope drop 25 with beam bottom steel tube end part side, positioning disk can be fixed on to beam bottom steel pipe bottom, it is ensured that carrying when
Waiting positioning disk can prevent that safety is hidden without departing from beam bottom steel pipe, particularly not only less manpower, but also safe, the frame body on building side
Suffer from.
Specifically, the supporting table includes the connector 12 that bottom is connected with steel pipe, it is socketed in the middle part of connector and adds for installing
Admittedly main stupefied supporting plate 13, and be arranged at nipple tip be used for connect second reinforce secondary stupefied top plate.
Using above-mentioned design, it can make reinforcing master is stupefied, the second reinforcing time is stupefied to be connected with specific component, avoid installation mixed
Disorderly, efficiency is influenced, while also can conveniently be dismantled；It is connected respectively with miscellaneous part using each component at the same time, distribution is reasonable,
The stability of whole device can greatly be improved.
In addition, in order to further ensure that the stabilization of supporting table, prevent so being equipped with one between supporting table and steel pipe top
De- rope 25, can so prevent that supporting table departs from steel pipe in the handling process, thus next construction section can quickly into
Row is built, and accelerates the efficiency of construction.
Specifically, the connector bottom is placed in steel pipe top.
Using above-mentioned design, the stabilization connected, and fastness can not only be ensured, while can realize quick realization
Connection and dismounting, greatly increase construction efficiency.
Specifically, the steel pipe top is equipped with connecting pole 14, the connecting pole is connected with supporting table bottom.
Using the design of connecting pole, supporting table can be connected with steel pipe, it is ensured that steel on the premise of steel pipe is not destroyed
The self-strength of pipe, preferably realizes supporting role, while supporting table can be avoided repeatedly to be connected with steel pipe, dismantle and cause steel pipe
Abrasion, the problem of replacement cost is higher.
Specifically, the surface of the cross bar is equipped with rubber pad 15.Using the design of rubber pad, when carrying out early tear open, sizing
When template drops downwards, rubber pad can be contacted first, so as to play cushioning effect, avoids typified form from being damaged, and improving it makes
Use the service life.
Specifically, the fastener includes circular arc component A16, circular arc component B17；One end of the circular arc component A and circular arc
One end of component B is hinged by axis pin；The other end of the other end and circular arc component B of the circular arc component A is removable by bolt
Unload connection.
Easy to make using above-mentioned fastener, the process on steel pipe is also very convenient, due to one end be it is hinged,
It so need to only control bolt to separate circular arc component A and circular arc component B, be then sleeved on from steel pipe side on steel pipe, then by spiral shell
Bolt both ends are tightened, and circular arc component A and circular arc component B is firmly close to outer wall of steel pipe, with steel pipe fixation, are preferably prevented
Detain disk slide downward.Height of the fastener with respect to steel pipe also can be conveniently adjusted using the above structure, it is more flexible to be installed,
Improve practicality.
Specifically, the other end of the circular arc component B is equipped with notch 18 for bolt insertion.
Using the setting of notch, circular arc component B can be inserted into the case where the nut on bolt does not depart from screw rod
In.Assuming that a through hole is set, then need to remove nut from screw rod, screw rod is then inserted into through hole, screwing on spiral shell
Mother, complicated, efficiency is low；And notch using the present invention design, nut on screw rod, can by screw rod side to notch, into
Row insertion, is then directly tightening nut, you can circular arc component A and circular arc component B is fixed on steel pipe, it is easy to operate, soon
Victory, greatly increases whole installation, the efficiency of dismounting.
Specifically, the button disk includes semicolumn A19 and semicolumn B20；The semicolumn A and semicolumn B passes through bolt
It is detachably connected；The semicolumn A and semicolumn B are equipped with loading plate 21, and the loading plate is equipped with mounting hole 22.
It can be easy for installation and removal using above-mentioned button disk, will entirely detain disk and separate into two, installation is very convenient, only needs
By the inner wall of semicolumn A and semicolumn B close to outer wall of steel pipe, then semicolumn A and semicolumn B are tightened using bolt, specifically
Be respectively to be attached semicolumn A and semicolumn B both ends by a bolt in steel pipe both sides, so as to improve fixed jail
Gu.But the design of loading plate is to preferably be connected with cross bar, the loading plate is semi-disc, and mounting hole longitudinally runs through
Loading plate, cross bar install when, the end of cross bar is ridden on loading plate, by mounting hole by cross bar using screw, bolt, steel wire into
Row is fixed；Also it can be inserted into mounting hole and be fixed in the end set insertion section of cross bar, the portion of being inserted at the same time, operation also ten
It is convenient to divide, and can firmly be guaranteed, also very convenient when needing dismounting, only need to be lifted up cross bar.Separately
Outside, using above-mentioned semicolumn A and semicolumn B, when mounted, it can be adjusted with respect to steel pipe easily according to the actual requirements
Height, so as to meet the needs of different construction sites and big structure sheaf drop, preferably connect cross bar.
Specifically, the typified form is spliced by the first typified form 23 and the second typified form 24；Described first
Typified form reinforces time stupefied top positioned at second, and the second typified form is reinforced on time stupefied positioned at first.
What deserves to be explained is above-mentioned first typified form, which belongs to late, tears type open, the second typified form, which belongs to, early tears type open, first
Typified form width belongs to late and tears part open in 50-150mm, its be fixed on the second reinforcing time it is stupefied on, so as to ensure that flooring mixes
Solidifying soil intensity reaches 100% and structure and quality are unaffected；Second typified form width belongs to early and tears portion open in 400-600mm
Point, its be fixed on the first reinforcing it is time stupefied on, and the second typified form splicing seams are just reinforced on time stupefied second, can effectively be prevented
Only concrete leaks at splicing seams.When concrete reaches 50% intensity, you can the second typified form is removed, is removed
Mode makes supporting plate highly turn down, reinforces at this time main stupefied secondary stupefied with the first reinforcing early to tear the supporting plate in support component open by adjusting
Can decline therewith, the second typified form reinforces time stupefied separate with first, you can will reinforce it is main it is stupefied, first reinforce it is secondary it is stupefied, the
Two typified forms are removed one by one, simultaneously because cross bar is equipped with rubber pad, the second typified form can be played in the process of coming off
Buffer protection function, finally removes cross bar again.Remaining is removed again when concrete reaches 100% intensity.And early tear open
The component to get off can be converted in next section of surface construction in time.
In addition, the second above-mentioned typified form can be the typified form of an entirety or multiple typified forms
It is spliced.When splicing if multiple typified forms, the splicing seams of the adjacent typified form in left and right are just reinforced on time stupefied second,
It can effectively prevent concrete from being leaked at splicing seams.
Wherein, the second typified form shown in Fig. 1,2 is the typified form of an entirety, and institute's exhibition in Fig. 8,9
The second typified form shown is then spliced for two typified forms, and the splicing seams of the adjacent typified form in left and right are just second
On reinforcing time is stupefied.
According to above-described embodiment, the present invention can be realized well.What deserves to be explained is before based on said structure design
Put, to solve same technical problem, some made in the present invention are used without substantive change or polishing
Technical solution essence still as the present invention, therefore it should also be as within the scope of the present invention.
Claims (10)
1. a kind of slab form breakfast practice, it is characterised in that add including typified form (1), reinforcing main stupefied (2), first
Time Gu stupefied (3), second reinforce time stupefied (4), early tear support component (5), cross bar (6) open；The stupefied both ends of master that reinforce are connected to
One morning tears support component open；The reinforcing is main stupefied upper equidistantly stupefied equipped with the multiple first reinforcings time, and each first reinforcing time is stupefied equal
It is stupefied perpendicular with reinforcing master；It is stupefied equipped with the second reinforcing time that the morning tears support component top open；Described second reinforce it is time stupefied with first
Reinforcing time is stupefied to be parallel to each other；The typified form is arranged at that the first reinforcing is time stupefied and second reinforces time stupefied top, and adds with first
Gu time stupefied and the second stupefied top surface of reinforcing time is in contact；Adjacent morning tears open and is connected with cross bar between support component.
2. a kind of slab form breakfast practice according to claim 1, it is characterised in that the morning tears support component open
Including steel pipe (7), the positioning disk (8) of steel pipe bottom is arranged at, is arranged at the supporting table (9) on steel pipe top, and is socketed on steel
Button disk (10) and fastener (11) outside pipe；The fastener is below button disk；The reinforcing is main stupefied and the second reinforcing time is stupefied
It is connected with supporting table, the end of the cross bar is connected with button disk.
3. a kind of slab form breakfast practice according to claim 2, it is characterised in that the supporting table includes bottom
The connector (12) being connected with steel pipe is held, is socketed in the middle part of connector to be used to install and reinforces main stupefied supporting plate (13), and be arranged at and connect
Crown end is used to connect the stupefied top plate of the second reinforcing time.
4. a kind of slab form breakfast practice according to claim 3, it is characterised in that the connector bottom is placed on
In steel pipe top.
5. a kind of slab form breakfast practice according to claim 2, it is characterised in that the steel pipe top is equipped with
Connecting pole (14), the connecting pole are connected with supporting table bottom.
6. a kind of slab form breakfast practice according to claim 1, it is characterised in that the surface of the cross bar is set
There is rubber pad (15).
7. a kind of slab form breakfast practice according to claim 2, it is characterised in that the fastener includes circular arc
Component A (16), circular arc component B (17)；One end and one end of circular arc component B of the circular arc component A is hinged by axis pin；It is described
The other end of circular arc component A and the other end of circular arc component B are detachably connected by bolt.
8. a kind of slab form breakfast practice according to claim 7, it is characterised in that the circular arc component B's
The other end is equipped with notch (18) for bolt insertion.
9. a kind of slab form breakfast practice according to claim 2, it is characterised in that the button disk includes semicircle
Column A (19) and semicolumn B (20)；The semicolumn A and semicolumn B is detachably connected by bolt；The semicolumn A and semicircle
Column B is equipped with loading plate (21), and the loading plate is equipped with mounting hole (22).
10. according to a kind of slab form breakfast practice of claim 1~9 any one of them, it is characterised in that described fixed
Pattern plate is spliced by the first typified form (23) and the second typified form (24)；First typified form adds positioned at second
Gu time stupefied top, the second typified form is reinforced on time stupefied positioned at first.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711216102.7A CN107989363A (en) | 2017-11-28 | 2017-11-28 | A kind of slab form breakfast practice |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN109184192A (en) * | 2018-10-11 | 2019-01-11 | 付志红 | A kind of fixing means in Quick Release template fixed system and its fixed system |
| CN109184193A (en) * | 2018-10-26 | 2019-01-11 | 严雄 | A kind of early-dismantling formwork system and its construction method |
| CN113279570A (en) * | 2021-06-22 | 2021-08-20 | 阳江万特科技有限公司 | Multifunctional main beam |
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| CN107355073A (en) * | 2017-08-30 | 2017-11-17 | 云南工程建设总承包公司 | A kind of wooden model early tears support meanss and its construction and application method open |
| CN207513160U (en) * | 2017-11-28 | 2018-06-19 | 广州市快易模板工程有限公司 | A kind of slab form breakfast practice |
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| FR2642460A1 (en) * | 1989-01-27 | 1990-08-03 | Aspord Roland | Formwork device for a screed on a horizontal surface |
| CN103015700A (en) * | 2013-01-05 | 2013-04-03 | 袁炳华 | Multifunctional adjustable buckle plate assembly |
| CN106812312A (en) * | 2017-02-08 | 2017-06-09 | 中国建筑第八工程局有限公司 | Large span form bracing system and its construction method |
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| CN109184192A (en) * | 2018-10-11 | 2019-01-11 | 付志红 | A kind of fixing means in Quick Release template fixed system and its fixed system |
| CN109184192B (en) * | 2018-10-11 | 2024-03-19 | 付志红 | Quick-dismantling template fixing system and fixing method in same |
| CN109184193A (en) * | 2018-10-26 | 2019-01-11 | 严雄 | A kind of early-dismantling formwork system and its construction method |
| CN113279570A (en) * | 2021-06-22 | 2021-08-20 | 阳江万特科技有限公司 | Multifunctional main beam |
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Application publication date: 20180504 |