JPH0437743U - - Google Patents
Info
- Publication number
- JPH0437743U JPH0437743U JP7941590U JP7941590U JPH0437743U JP H0437743 U JPH0437743 U JP H0437743U JP 7941590 U JP7941590 U JP 7941590U JP 7941590 U JP7941590 U JP 7941590U JP H0437743 U JPH0437743 U JP H0437743U
- Authority
- JP
- Japan
- Prior art keywords
- base material
- base
- model registration
- utility
- architectural
- 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.)
- Granted
Links
- 239000000463 material Substances 0.000 claims description 50
- 239000000758 substrate Substances 0.000 claims 10
- 238000010276 construction Methods 0.000 claims 6
- 229920003002 synthetic resin Polymers 0.000 claims 3
- 239000000057 synthetic resin Substances 0.000 claims 3
- 239000006260 foam Substances 0.000 claims 2
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 claims 1
- 230000006835 compression Effects 0.000 claims 1
- 238000007906 compression Methods 0.000 claims 1
- 239000002023 wood Substances 0.000 claims 1
- 238000010586 diagram Methods 0.000 description 1
Landscapes
- Floor Finish (AREA)
Description
第１図は本考案に係る躯体構造を、床構造とし
て具体化した状態の縦断面図、第２図イは本考案
に係る下地材の一例を示す上面板を取除いた状態
の平面図、ロは下地材の縦断正面図、第３図は第
１図の要部を示す拡大縦断面図、第４図イ，ロ，
ハは受け凸部の平面状態の形状を示す説明図、第
５図イ，ロは同じく側面状態の形状を示す説明図
、第６図は下地材の他の実施例を示す縦断面図、
第７図は下地材の更に他の実施例を示し、その上
面に仕上材を一体に積層した状態の縦断面図、第
８図、第９図はそれぞれ仕上材の他の実施例を示
す縦断面図である。
１……水平スラブ、２……下地材、３……仕上
材、４……釘、５……下地基板、６……支持部、
７……緩衝材、８……受け凸部、９……上面板、
１０……取付部材、１１……実矧構造、１２……
表面材、１３……防振材、１４……裏面材、１５
……溝。
Fig. 1 is a vertical sectional view of the frame structure according to the present invention, which is embodied as a floor structure; Fig. 2A is a plan view with the top plate removed, showing an example of the base material according to the present invention; B is a longitudinal sectional front view of the base material, Fig. 3 is an enlarged longitudinal sectional view showing the main parts of Fig. 1, Fig. 4 A, B,
C is an explanatory diagram showing the shape of the receiving convex part in a planar state, FIGS.
Fig. 7 shows still another example of the base material, and a longitudinal cross-sectional view of the state in which the finishing material is integrally laminated on the upper surface thereof, and Fig. 8 and Fig. 9 are longitudinal cross-sectional views showing other examples of the finishing material, respectively. It is a front view. 1... Horizontal slab, 2... Base material, 3... Finishing material, 4... Nail, 5... Base board, 6... Support part,
7... Cushioning material, 8... Receiving convex portion, 9... Top plate,
10...Mounting member, 11...Silver structure, 12...
Surface material, 13... Vibration isolating material, 14... Back material, 15
……groove.
Claims (1)
て支持部を立設し、この下地基板上の支持部間又
は支持部側位に弾性変形可能な緩衝材をその上面
を支持部上面よりも突出させるとともに、その全
体が変形可能な状態に配設した建築用下地材。 ２ 下地基板に間隔をあけて上面をほぼ面一にし
て支持部を立設し、この下地基板上の支持部間又
は支持部側位に弾性変形可能な緩衝材をその上面
を支持部上面よりも突出させるとともに、その全
体が変形可能な状態に配設し、更にはその上面に
上面板を設けた建築用下地材。 ３ 下地基板が発泡合成樹脂体で形成された実用
新案登録請求の範囲第１項記載の建築用下地材。 ４ 下地基板と上面板が発泡合成樹脂体で形成さ
れた実用新案登録請求の範囲第２項記載の建築用
下地材。 ５ 上面板に低発泡合成樹脂体又は木質系素材よ
りなる仕上材の取付部材をその表面をほぼ面一に
して埋設した実用新案登録請求の範囲第２項又は
第４項記載の建築用下地材。 ６ 上面板に設ける取付部材の下に支持部を立設
した実用新案登録請求の範囲第５項記載の建築用
下地材。 ７ 支持部の中心間の間隔が１５〜６０cmの範囲
内である実用新案登録請求の範囲第１項〜第６項
記載の建築用下地材。 ８ 支持部の幅が１０cm以下である実用新案登録
請求の範囲第１項〜第７項記載の建築用下地材。 ９ 緩衝材上面の支持部上面よりの突出高さが０
．５〜５mmの範囲内である実用新案登録請求の範
囲第１項〜第８項記載の建築用下地材。 １０ 緩衝材の５％歪圧縮強さが０．０５〜０．
１５Kg／cm２の範囲内である実用新案登録請求の
範囲第１項〜第９項記載の建築用下地材。 １１ 緩衝材の圧縮弾性率が１．０〜３．０Kg／
cm２の範囲内である実用新案登録請求の範囲第１
項〜第１０項記載の建築用下地材。 １２ 緩衝材がウレタンフオームである実用新案
登録請求の範囲第１項〜第１１項記載の建築用下
地材。 １３ 緩衝材の受け面積が下地基板の面積の５０
％以上である実用新案登録請求の範囲第１項〜第
１２項記載の建築用下地材。 １４ 下地基板上の支持部間又は支持部側位の緩
衝材の配設面上に受け凸部を点在させて設けた実
用新案登録請求の範囲第１項〜第１３項記載の建
築用下地材。 １５ 上面板の緩衝材と相対した面に受け凸部を
点在させて設けた実用新案登録請求の範囲第２項
又は第４項又は第５項又は第６項記載の建築用下
地材。 １６ コンクリート躯体の水平スラブ上に、下地
基板に間隔をあけて上面をほぼ面一にして支持部
を立設し、この下地基板上の支持部間又は支持部
側位に弾性変形可能な緩衝材をその上面を支持部
上面よりも突出させるとともに、その全体が変形
可能な状態に配設した下地材を敷設し、次いでそ
の上面に仕上材を配設した躯体構造。 １７ コンクリート躯体の水平スラブ上に、下地
基板に間隔をあけて上面をほぼ面一にして支持部
を立設し、この下地基板上の支持部間又は支持部
側位に弾性変形可能な緩衝材をその上面を支持部
上面よりも突出させるとともに、その全体が変形
可能な状態に配設し、更にはその上面に上面板を
設けた下地材を敷設し、次いでその上面に仕上材
を張設した躯体構造。[Claims for Utility Model Registration] 1. A cushioning material that can be elastically deformed between the supporting parts on the underlying substrate or on the side of the supporting parts, with supporting parts erected on the underlying substrate at intervals and with their upper surfaces substantially flush with each other. An architectural base material in which the upper surface of the base material protrudes beyond the upper surface of the support part, and the entire base material is arranged in a deformable state. 2. Support parts are erected at intervals on the base substrate with their top surfaces substantially flush with each other, and an elastically deformable cushioning material is placed between the support parts on the base board or on the side of the support parts so that the top surface is higher than the top surface of the support part. A base material for construction, in which the base material is made to protrude, the entire part is arranged in a deformable state, and furthermore, a top plate is provided on the top surface of the base material. 3. The architectural base material according to claim 1, wherein the base substrate is formed of a foamed synthetic resin body. 4. The architectural base material according to claim 2, wherein the base substrate and the top plate are formed of a foamed synthetic resin body. 5. The architectural base material according to claim 2 or 4 of the utility model registration claim, in which a mounting member of a finishing material made of a low-foam synthetic resin or a wood-based material is buried in the top plate with its surface substantially flush with the top plate. . 6. The construction base material according to claim 5 of the utility model registration claim, which has a support section erected below the mounting member provided on the top plate. 7. The base material for construction according to claims 1 to 6, wherein the distance between the centers of the supporting parts is within the range of 15 to 60 cm. 8. The base material for construction according to claims 1 to 7 of the utility model registration claim, wherein the width of the support portion is 10 cm or less. 9 The protrusion height of the top surface of the cushioning material from the top surface of the support part is 0.
．． Architectural base material according to claims 1 to 8 of the utility model registration claim, which has a thickness within the range of 5 to 5 mm. 10 The 5% strain compressive strength of the cushioning material is 0.05 to 0.
The construction base material according to claims 1 to 9 of the utility model registration claims, which has a weight of 15 kg/cm 2 . 11 The compression modulus of the cushioning material is 1.0 to 3.0 kg/
1st claim for utility model registration within the range of cm 2
Architectural base material according to items 1 to 10. 12. The construction base material according to claims 1 to 11, wherein the cushioning material is urethane foam. 13 The receiving area of the cushioning material is 50% of the area of the base substrate.
% or more. 14. The architectural base according to claims 1 to 13 of the Utility Model Registration Claims, in which receiving convex portions are scattered on the surface on which the cushioning material is arranged between the supporting parts on the base substrate or on the side of the supporting parts. Material. 15. The architectural base material according to claim 2 or 4 or 5 or 6 of the utility model registration claim, which has receiving convex portions scattered on the surface of the top plate facing the cushioning material. 16 Supports are erected on the horizontal slab of the concrete frame with the upper surface substantially flush with the base substrate at intervals, and elastically deformable cushioning material is placed between the supports on the base substrate or on the sides of the supports. A frame structure in which a base material is laid, the upper surface of which protrudes beyond the upper surface of the support part, and the entire surface is deformable, and then a finishing material is placed on the upper surface of the base material. 17 Supports are erected on the horizontal slab of the concrete frame at intervals with the upper surface substantially flush with the base substrate, and elastically deformable cushioning material is placed between the supports on the base base or on the sides of the supports. The top surface of the base material is made to protrude beyond the top surface of the support part, and the entire surface of the base material is arranged in a deformable state.Furthermore, a base material with a top plate provided on the top surface is laid down, and then a finishing material is stretched over the top surface of the base material. The main body structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1990079415U JPH0752860Y2 (en) | 1990-07-25 | 1990-07-25 | Base material for construction and ▲ body structure using the base material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1990079415U JPH0752860Y2 (en) | 1990-07-25 | 1990-07-25 | Base material for construction and ▲ body structure using the base material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0437743U true JPH0437743U (en) | 1992-03-30 |
| JPH0752860Y2 JPH0752860Y2 (en) | 1995-12-06 |
Family
ID=31623559
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1990079415U Expired - Lifetime JPH0752860Y2 (en) | 1990-07-25 | 1990-07-25 | Base material for construction and ▲ body structure using the base material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0752860Y2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007070987A (en) * | 2005-09-09 | 2007-03-22 | Bridgestone Corp | Sound insulating floor board |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS53104019U (en) * | 1977-01-26 | 1978-08-22 | ||
| JPS6369245U (en) * | 1986-10-27 | 1988-05-10 | ||
| JPH01173246U (en) * | 1988-05-26 | 1989-12-08 |
-
1990
- 1990-07-25 JP JP1990079415U patent/JPH0752860Y2/en not_active Expired - Lifetime
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS53104019U (en) * | 1977-01-26 | 1978-08-22 | ||
| JPS6369245U (en) * | 1986-10-27 | 1988-05-10 | ||
| JPH01173246U (en) * | 1988-05-26 | 1989-12-08 |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007070987A (en) * | 2005-09-09 | 2007-03-22 | Bridgestone Corp | Sound insulating floor board |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0752860Y2 (en) | 1995-12-06 |
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