CN203729623U

CN203729623U - Assembled machining shed for building construction

Info

Publication number: CN203729623U
Application number: CN201320882660.8U
Authority: CN
Inventors: 吴远冰; 梁雄; 冯颖; 林信; 陈付华
Original assignee: Fifth Construction Engineering Co of Guangxi Construction Engineering Group
Current assignee: Fifth Construction Engineering Co of Guangxi Construction Engineering Group
Priority date: 2013-12-30
Filing date: 2013-12-30
Publication date: 2014-07-23
Anticipated expiration: 2023-12-30

Abstract

An assembled machining shed for building construction comprises m groups of assembled T-shaped supporting body steel structures, n groups of trusses (a) sharing the same specification and a shed cover, wherein each group of the assembled T-shaped supporting body steel structure is formed by a vertical supporting stand column, two inclined pull rods and a cross beam formed by two trusses. The two inclined pull rods are connected with the vertical supporting stand column and the cross beam to form a T-shaped supporting body; the assembled T-shaped supporting body steel structures are connected with each other with connecting members and bolts; an overall structural framework is formed via a longitudinal truss and an edge banding truss both formed by the trusses (2) and a transverse midspan truss formed by connection between the longitudinal truss and the edge banding truss; an angle iron auxiliary skeleton and the shed cover are arranged on the structural framework; and the vertical supporting stand columns of all the assembled T-shaped supporting body steel structures are fastened on a concrete foundation via preburied foundation bolts. The number of m is no less than 2 and no more than 10; and the number of n is no more than 5. The machining shed has safe, stable and reliable structure; and all parts are assembled via bolts, so components of the machining shed can be easily machined, disassembled and transported on the whole.

Description

Building operations assembled processing shed

Technical field

The utility model relates to a kind of building construction technology, particularly a kind of building operations machining shed.

Background technology

The fastener type steel pipe reinforcing steel processing shed that set up at scene is the conventional mode in current building site, but the on-the-spot fastener type steel pipe protection canopy of setting up has larger limitation for building site:

First, for guaranteeing safety and the stability of machining shed, conventionally when setting up reinforcing steel processing shed, must set up steel pipe riser and diagonal brace in machining shed surrounding, obstruction due to standpipe and diagonal brace, make in screwing steel bars, need to manually move into, take out of reinforcing bar, in the longer reinforcing bar of processing, need, along the very long distance of reinforcing bar length direction a dead lift, a large amount of time and labor waste have been caused especially;

Secondly, place can often be changed along with the progress of engineering in the reinforcing bar place of job site, so just need to remove whole machining shed and transport the materials such as steel tube fastener, finally again sets up machining shed again, can cause a large amount of manpower and materials consumption;

The 3rd, each job site steel pipe machining shed needs by designing and calculating, form constructure scheme and examine after qualified and can set up, after setting up, still needing can use after construction, management acceptance(check), will cause like this consumption of a large amount of manpowers, time, resource.

Patent publication No. be utility model patent that CN102913007A, utility model name are called " reinforcing steel processing shed and construction method thereof " disclose a kind ofly carry that reinforcing bar is convenient, " reinforcing steel processing shed " of transportation reinforcing bar car easy access, but each member of this reinforcing steel processing shed is used the mode of welding assembly, the processing of inconvenient each member and whole dismounting and transportation, it forms ceiling modular construction and also need further improvement.

Summary of the invention

The purpose of this utility model is to provide a kind of building operations assembled processing shed, this machining shed is except having the feature of carrying reinforcing bar convenience, transportation reinforcing bar car easy access, all component adopt bolt assembling, are convenient to processing and whole dismounting and the transportation of member; The problems referred to above that prior art exists have been solved preferably.

The technical scheme addressing the above problem is: a kind of building operations assembled processing shed, this machining shed comprises the T-shaped supporter steel work of m group assembly type, the truss a of n Pin same size and canopy lid, the T-shaped supporter steel work of each group assembly type comprises a vertical supporting column, crossbeam and two diagonal members that two truss structures form, two diagonal members connect vertical supporting column and crossbeam forms T-shaped supporter, each is organized between the T-shaped supporter steel work of assembly type and connects by connector and bolt the longitudiual truss consisting of truss a, edge sealing truss and the whole structural framing of horizontal span centre truss formation that connects longitudiual truss and edge sealing truss, on structural framing, arrange angle steel rider keel and canopy lid, each vertical supporting column of organizing the T-shaped supporter steel work of assembly type relies on pre-buried stone bolt to be fixed in concrete foundation,

The span of above-mentioned m, n is: m is greater than 2 integers that are less than 10; N is greater than 5 integer.

Its further technical scheme is: the vertical supporting column of described T-shaped supporter is joist steel upright, column bottom welding has suspension column steel plate, the belly of column top i iron is welded with for connecting the connector a of column and longitudiual truss, and the both wings of column top i iron are welded with respectively for connecting column with the connector b of transverse truss and for being connected the connector c of diagonal member and truss, column;

Described connector a is fixed with two with the engaging lug of semi arch on dull and stereotyped steel plate, has long keyhole on engaging lug;

Described connector b is fixed with the engaging lug of two semi arches on dull and stereotyped steel plate, has screw on engaging lug;

Described connector c is the engaging lug of a semicircular arc, has screw on engaging lug;

Between described vertical supporting column and longitudiual truss, by connector a, be connected with bolt b;

Between described vertical supporting column and crossbeam, by connector b, be connected with bolt b;

Between described diagonal member and vertical supporting column, be connected with bolt c by connector c between diagonal member and crossbeam.

Its further technical scheme is: as the truss a that bears the main stress member of canopy lid load, upper and lower square tube and angle steel welding, consist of; On the upper and lower square tube of truss a, be connected with respectively angle steel rider keel, the two ends of truss a have screw;

For connecting angle rider keel, be to form with the two short steel plates that directly steel plate is vertical by having two platoon leader's keyholes on the straight steel plate of a block length and be welded with two between two platoon leader's keyholes with the connector d of truss a, on two short steel plates, have platoon leader's keyhole;

The connector e being connected for the outside, 90 ° of angles of truss and truss is a right angle type bending plate with the connector f being connected inside truss and truss 90 °, on every one side at right angle, has long keyhole, and the side ratio connector e length of side of connector f is short;

For truss and the direct-connected connector g connecing of truss, by having two long keyholes on a straight steel plate, form;

Between edge sealing truss and horizontal edge sealing truss, by connector e, connector f, be connected with bolt a longitudinally;

Longitudinally edge sealing truss with laterally between span centre truss, by connector f, be connected with bolt a;

Two longitudinally between edge sealing truss the direct-connected connector g that connected be connected with bolt a, two longitudinally between edge sealing truss and the crossbeam of T-shaped supporter steel work by connector f and bolt a;

Article 1, longitudiual truss is connected with bolt a by connector f with laying respectively between two transverse truss on longitudiual truss both sides simultaneously;

Between described truss a and angle steel rider keel, by connector d, be connected with bolt c.

Described canopy lid is Double-protection canopy lid, and upper strata adopts color steel watt also completely to spread scaffold floor, and lower floor spreads wooden a tree, used in making timber for boats nailing template sealing.

Compared with prior art, the utility model building operations has following beneficial effect with assembled processing shed:

1. can greatly enhance productivity:

The utility model building operations comprises that with assembled processing shed the truss a of the T-shaped supporter steel work of m group assembly type, n bar same size and canopy lid form, support column-T-shaped supporter steel work is arranged in to the place, axis of processing factory, make reinforcing bar when transhipment, can along short-axis direction, carry in machining shed both sides, shortened stroke, greatly reduce the labor waste in manufacturing process, thereby solved artificial, time loss problem that reinforcing bar adds man-hour excessive rehandling, enhance productivity.

2. machining shed is made, dismounting is easy, uses manpower and material resources sparingly:

Because the utility model building operations adopts modular construction with assembled processing shed, main member is as support column, truss, angle steel keel, connector are standard component, when reinforcing steel processing shed is assembled or need to be dismantled, the bolt of first-class each node do not need complicated technology and artificial in a large number, as long as can complete on request; When need to shift reinforcing steel processing shed, machining shed can be disassembled into the part of some applicable transhipments, assemble again after then using the equipment such as tower crane to be directly maneuvered into new place, contrast conventional art is more time saving and energy saving;

Secondly, the keyhole of the utility model connector a, connector d, connector e, connector f, connector g is designed to long keyhole, can effectively reduce the requirement to installation accuracy, reduce installation difficulty, reduced cost of labor, there is less investment, feature easy to implement;

The 3rd, the Truss Design length of the utility model machining shed is 3 to 4 meters, owing to adopting modular combining structure, machining shed can be according to processing space size need arrangement unit body, machining shed is changeable, and flexibility is strong, and minimum 2 cell cubes just can independently working.

3. this machining shed structure can provide large usage space:

The frame mode of diagonal member and truss combination has been used in the utility model building operations with the T-shaped supporter steel work of assembled processing shed, truss bottom does not have other for example structure obstruction of diagonal brace and so on, make it compare traditional machining shed and there is larger usage space, operation is accessible, convenient processing.

4. structural safety, stable, reliable, durable in use, can provide than common double-layer pipe machining shed and higher bearing capacity and stability:

1. the mode that adopts concrete foundation to be connected with suspension column steel plate by stone bolt with T-shaped bearing unit due to the utility model, T-shaped supporter steel work has been used the structure of diagonal member and truss combination, makes machining shed more firm, can bear larger load;

2. because the utility model adopts, the structure of angle steel rider keel is set on truss a upper and lower surface, makes stressed even, the Stability Analysis of Structures of machining shed, larger bearing capacity and the rigidity of structure and stability can be provided;

3. the utility model building operations is with the roof system of assembled processing shed according to scene protection and needs attractive in appearance, and the mode that adopts shaped steel to connect is set up, and has Double-protection function; Canopy lid is used the sun shading material that keeps off the rain as color steel watt, asbestos shingle etc., and protection barrier bed can be used the material sealings such as scaffold floor, wooden a tree, used in making timber for boats and template, and security performance is good.

5. the utility model building operations is with assembled processing shed in appearance: moulded attractive in appearance, consistent, and be of value to enterprise and carry out standardization civilized construction, can bring good social benefit.

Below in conjunction with drawings and Examples, a kind of building operations of the utility model is described further with the technical characterictic of assembled processing shed.

Accompanying drawing explanation

Fig. 1～Fig. 3: the utility model building operations assembled processing shed structural representation:

Fig. 1: the T-shaped structural unite body elevation of assembly type (front view);

Fig. 2: machining shed frame construction side elevational view (left view);

Fig. 3: machining shed structural plan arrangement diagram; (top view).

Fig. 4-1～4-62 is the structure for amplifying schematic diagram of node A, B, C, D, E, F in Fig. 3:

Fig. 4-1:A node drawing;

Fig. 4-2:B node drawing;

Fig. 4-3:C node drawing;

Fig. 4-4:D node drawing;

Fig. 4-5:E node drawing;

Fig. 4-61:F node drawing, Fig. 4-62: the left view of Fig. 4-61;

Fig. 5: the installation site schematic diagram of truss a structure and angle steel rider keel.

Fig. 6-1～6-10: connecting-piece structure schematic diagram:

Fig. 6-1st, the structural representation of connector a,

Fig. 6-2nd, the structural representation of connector b,

Fig. 6-3rd, the structural representation of connector c,

Fig. 6-4th, the structural representation of connector d,

Fig. 6-5th, the structural representation of connector e,

Fig. 6-6th, the structural representation of connector f,

Fig. 6-7th, the structural representation of connector g;

Fig. 6-8th, the structural representation of bolt a,

Fig. 6-9th, the structural representation of bolt b,

Fig. 6-10th, the structural representation of bolt c.

Fig. 7 is the concrete foundation of assembled processing shed and the structural representation of vertical supporting column for the utility model building operations;

Fig. 8 is the truss a structural representation of assembled processing shed for the utility model building operations.

In figure:

I, II, III, the T-shaped supporter steel work of IV-assembly type;

1-stone bolt, 2-suspension column steel plate, 3-concrete foundation, 4-vertical supporting column;

51-connector a, 52-connector b, 53-connector c, 54-connector d, 55-connector e, 56-connector f, 57-connector g;

6-truss a, 61-square tube, 62-angle steel, 7-angle steel rider keel, 71-upper strata angle steel rider keel, 72-lower floor angle steel rider keel;

The 81-sunshade layer that keeps off the rain, 82-upper strata protection barrier bed, 83-lower floor protection barrier bed, 91-bolt a, 92-bolt b, 93-bolt c;

10-diagonal member, 11-crossbeam, 12-longitudiual truss, the horizontal span centre truss of 13-, 14-edge sealing truss.

The specific embodiment

A kind of building operations assembled processing shed, as shown in Figure 1-Figure 3: this machining shed comprises 4 groups of T-shaped supporter steel work of assembly type, the truss a6 of many same sizes and canopy lid, the T-shaped supporter steel work of each group assembly type comprises a vertical supporting column 4, crossbeam 11 and two diagonal members 10 that two truss structure a6 form, two diagonal members 10 connect vertical supporting column 4 and crossbeam forms T-shaped supporter (referring to Fig. 1), each is organized between the T-shaped supporter steel work of assembly type and connects by connector and bolt the cell cube truss 15 consisting of truss a6, longitudiual truss 12, edge sealing truss 14 and connect vertical truss and the horizontal span centre truss of edge sealing truss 13 forms a whole structural framing, on structural framing, arrange angle steel rider keel 7 and canopy lid, each vertical supporting column 4 of organizing the T-shaped supporter steel work of assembly type relies on pre-buried stone bolt 1 to be fixed in concrete foundation 3,

The vertical supporting column 4 of described T-shaped supporter is joist steel upright, column bottom welding has suspension column steel plate 2, the belly of column top i iron is welded with for connecting the connector a51 of column and longitudiual truss, the both wings of column top i iron be welded with respectively for connect the connector b52 of column and transverse truss and for the connector c53(that is connected diagonal member and truss, column referring to Fig. 7);

Described connector a51 is fixed with two with the engaging lug of semi arch on dull and stereotyped steel plate, has long keyhole 511(referring to Fig. 6-1 on engaging lug);

Described connector b52 is fixed with the engaging lug of two semi arches on dull and stereotyped steel plate, has screw 521(referring to Fig. 6-2 on engaging lug);

Described connector c53 is the engaging lug of a semicircular arc, has screw 531(referring to Fig. 6-3 on engaging lug);

Between described vertical supporting column 4 and longitudiual truss 12, by connector a51, be connected (referring to E point, Fig. 4-5 of Fig. 1, Fig. 3) with bolt B 92;

Between described vertical supporting column 4 and crossbeam 11, by connector b52, be connected (referring to E point, Fig. 4-5 of Fig. 1, Fig. 3) with bolt B 92;

Described diagonal member 10 is circular steel poles, between diagonal member 10 and vertical supporting column 4, be connected (referring to Fig. 1) by connector c53 with bolt c93 between diagonal member 10 and crossbeam 11.

As shown in Figure 5, as the truss a6 that bears the main stress member of canopy lid load, by upper and lower square tube 61, angle steel 62 welding, formed; On the upper and lower square tube of truss a6, be connected with respectively angle steel rider keel 7, upper strata angle steel rider keel 71 is as the support of protection barrier material, canopy lid confining bed, lower floor's angle steel rider keel 72 blocks the support of confining bed as protection, make machining shed there is the function of Double-protection, can also improve the globality of machining shed, guarantee stabilized structure, the two ends of truss a6 have screw;

For connecting angle rider keel 7, be to form with the two short steel plates that directly steel plate is vertical by having two platoon leader's keyholes on the straight steel plate of a block length and be welded with two between two platoon leader's keyholes with the connector d54 of truss, on two short steel plates, have platoon leader's keyhole (referring to Fig. 6-4);

The connector e55 being connected for the outside, 90 ° of angles of truss and truss is a right angle type bending plate with the connector f56 being connected inside truss and truss 90 °, on every one side at right angle, have long keyhole 551,561, the side ratio connector e55 length of side short (referring to Fig. 6-5, Fig. 6-6) of the connector f56 being connected with 90 ° of inner sides of truss for truss;

For truss and the direct-connected connector g57 connecing of truss, by opening two long keyholes on a straight steel plate, form (referring to Fig. 6-7);

Between edge sealing truss 14 and horizontal edge sealing truss 14, by connector e55, connector f56, be connected (referring to the A point of Fig. 3, Fig. 4-1) with bolt a longitudinally;

Longitudinally edge sealing truss 14 with laterally between span centre truss 13, by connector f56, be connected (referring to the B point of Fig. 3, Fig. 4-2) with bolt a;

The direct-connected connector g57 that connected between two longitudiual truss 12 is connected with bolt a91, and two are connected (referring to the C point of Fig. 3, Fig. 4-3) by connector f56 between the crossbeam 11 of edge sealing truss 14 and T-shaped supporter steel work longitudinally with bolt a91;

Article 1, longitudiual truss 12 is connected (referring to the D point of Fig. 3, Fig. 4-4) by connector f56 simultaneously with between the two horizontal span centre truss 13 that lay respectively at longitudiual truss 12 both sides with bolt a91;

When the vertical supporting column 4 of T-shaped supporter steel work is connected with two longitudiual truss simultaneously, between vertical supporting column 4 and longitudiual truss 12, by connector a51, be connected (referring to E point, Fig. 4-5 in Fig. 3) with bolt B 92;

Between described truss a6 and angle steel rider keel, by connector d54, be connected (referring to F point, Fig. 4-6 in Fig. 3).

Described canopy lid is Double-protection canopy lid, and the upper strata sunshade layer 81 that keeps off the rain adopts color steel watt and completely spreads scaffold floor 82, lower floor's protection barrier bed 83 wooden a tree, used in making timber for boats of paving nailing template sealing (referring to Fig. 1-Fig. 3).

As a kind of conversion of the utility model embodiment, the group of the T-shaped supporter steel work of described assembly type is counted m can also be increased or reduce, but at least needs 2 groups, and the quantity n of needed truss a determines with requirement of engineering, but at least wants 5;

Claims

1. a building operations assembled processing shed, it is characterized in that: this machining shed comprises the T-shaped supporter steel work of m group assembly type, the truss a of n Pin same size and canopy lid, the T-shaped supporter steel work of each group assembly type comprises a vertical supporting column (4), crossbeam (11) and two diagonal members (10) that two truss structures form, two diagonal members (10) connect vertical supporting column (4) and crossbeam forms T-shaped supporter, each is organized between the T-shaped supporter steel work of assembly type by connector and bolt and connects by truss a(6) longitudiual truss (12) that forms, edge sealing truss (14) and the whole structural framing of horizontal span centre truss (13) formation that connects longitudiual truss and edge sealing truss, on structural framing, arrange angle steel rider keel and canopy lid, each vertical supporting column (4) of organizing the T-shaped supporter steel work of assembly type relies on pre-buried stone bolt to be fixed in concrete foundation,

2. building operations assembled processing shed according to claim 1, it is characterized in that: the vertical supporting column (4) of described T-shaped supporter is joist steel upright, column bottom welding has suspension column steel plate (2), the belly of column top i iron is welded with for connecting the connector a(51 of column and longitudiual truss), the both wings of column top i iron are welded with respectively for connecting the connector b(52 of column and transverse truss) and for being connected the connector c(53 of diagonal member and truss, column);

Described connector a(51) be on dull and stereotyped steel plate, to be fixed with two with the engaging lug of semi arch, on engaging lug, have long keyhole (511);

Described connector b(52) be on dull and stereotyped steel plate, to be fixed with the engaging lug of two semi arches, on engaging lug, have screw (521);

Described connector c(53) be the engaging lug of a semicircular arc, on engaging lug, have screw (531);

Between described vertical supporting column (4) and longitudiual truss (12) by connector a(51) with bolt b(92) be connected;

Between described vertical supporting column (4) and crossbeam (11) by connector b(52) with bolt b(92) be connected;

Between described diagonal member (10) and vertical supporting column (4), between diagonal member (10) and crossbeam (11) by connector c(53) with bolt c(93) be connected.

3. building operations assembled processing shed according to claim 1, is characterized in that: as the truss a(6 that bears the main stress member of canopy lid load) by upper and lower square tube (61) and angle steel (62) welding, formed; At truss a(6) upper and lower square tube on be connected with respectively angle steel rider keel (7), truss a(6) two ends have screw;

Connector d(54 for connecting angle rider keel with truss a) be to form by having two platoon leader's keyholes (541) on the straight steel plate of a block length and be welded with two blocks of two short steel plates vertical with straight steel plate between two platoon leader's keyholes, on two short steel plates, have platoon leader's keyhole;

The connector e(55 being connected for the outside, 90 ° of angles of truss and truss) with the connector f(56 that are connected inside truss and truss 90 °) be all a right angle type bending plate, on every one side at right angle, have long keyhole (551,561), connector f(56) side ratio connector e(55) length of side is short;

For truss and the direct-connected connector g(57 connecing of truss) be to form by having two long keyholes (571) on a straight steel plate;

Longitudinally between edge sealing truss (14) and horizontal edge sealing truss (14) by connector e(55), connector f(56) be connected with bolt a (91);

Longitudinally edge sealing truss (14) with laterally between span centre truss (13) by connector f(56) be connected with bolt a (91);

Two direct-connected connector g(57 that connected between edge sealing truss (14) longitudinally) be connected with bolt a (91), two longitudinally between edge sealing truss (14) and the crossbeam (11) of T-shaped supporter steel work by connector f(56) and bolt a(91);

Article 1, longitudiual truss (12) simultaneously with lay respectively between two transverse truss (13) on longitudiual truss (12) both sides by connector f(56) with bolt a(91) be connected;

Described truss a(6) with angle steel rider keel (7) between by connector d(54) with bolt c(93) be connected.

4. building operations assembled processing shed according to claim 1, is characterized in that: described canopy lid is Double-protection canopy lid, and upper strata adopts color steel watt also completely to spread scaffold floor, and lower floor spreads wooden a tree, used in making timber for boats nailing template sealing.