CN103132606A - Deformation joint of building - Google Patents
Deformation joint of building Download PDFInfo
- Publication number
- CN103132606A CN103132606A CN201310081634XA CN201310081634A CN103132606A CN 103132606 A CN103132606 A CN 103132606A CN 201310081634X A CN201310081634X A CN 201310081634XA CN 201310081634 A CN201310081634 A CN 201310081634A CN 103132606 A CN103132606 A CN 103132606A
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- deformation joint
- building
- steel pipe
- baffle plate
- deformation
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Abstract
The invention provides a deformation joint of a building. The deformation joint of the building solves the problem that in the prior art, the deformation joint is inconvenient to clean after sundries or rainwater enters the deformation joint. The deformation joint of the building is located between two adjacent floorboards. The deformation joint of the building further comprises two metal panels respectively and fixedly connected on side portions of the corresponding floorboards. Connecting parts fixedly connected with each floorboard are arranged on the inner sides of the metal panels. Baffles are fixedly connected between the outer sides of the two metal panels along the vertical directions. Padding capable of being deformed under external force is filled inside cavities formed between the baffles and the metal panels. The deformation joint of the building is high in stability and capable of preventing foreign matters from entering the interior of the deformation joint of the building.
Description
Technical field
The invention belongs to a kind of deformation joint of building.
Background technology
In order to prevent making building that the crack occur or cause destroying because of factors such as temperature Change, uneven settlement of foundation and earthquakes, at the deformation sensitive position, building is disconnected in advance during design, be divided into several relatively independent unit, and the gap of reserving can guarantee that building has enough deformation spaces, and this build joint of setting is called deformation joint.
Its publication number of Chinese patent CN201850565U provide a kind of " deformation joint structure ", and it comprises the architectural construction of the abnormally-structured plate that is located in deformation joint, constuction joint, waterstop, diverse location.This deformation joint structure and structure satisfy underground malformation, satisfy waterproof requirement, construct simple and easy.But owing to having recessed structure, rainwater etc. can enter and can't get rid of, and foreign material also easily are stuck in the recessed structure place of deformation joint.
Existing other deformation joint all exists similar problem.
Summary of the invention
The objective of the invention is the problems referred to above for the prior art existence, provide a kind of simple in structure, the deformation joint of the building that stability is high.
Purpose of the present invention can realize by following technical proposal: a kind of deformation joint of building, between adjacent two floor plates, it is characterized in that, it also comprises two metal deckings that are connected in respectively corresponding floor plate sidepiece, described metal decking inboard has the connecting portion that is connected mutually with floor plate, be fixed with along the vertical direction baffle plate between the outside of described two metal deckings, be filled with flexible filler under external force in the cavity that forms between described baffle plate and metal decking.
Can effectively eliminate the building tear that causes because of factors such as temperature Change, uneven settlement of foundation and earthquakes under the effect of deformation joint.
Can find out, filler is with the deformation joint shutoff, and rainwater or other foreign material can not enter in deformation joint.Simultaneously, filler can't be revealed under baffle effect.Improved the stability of deformation joint.
In the deformation joint of above-mentioned building, described connecting portion comprises the some steel pipes that are connected on metal decking.
Steel pipe is connected on metal decking by welding, and usually, metal decking is steel plate.
In the deformation joint of above-mentioned building, has along the vertical direction the uniform steel pipe of at least two row of horizontal on described metal decking.
Many steel pipes have increased the connective stability between itself and floor plate.
In the deformation joint of above-mentioned building, the length of described steel pipe is 150-270 millimeters, and the diameter of steel pipe is 5-15 centimetres.
Steel pipe can be connected with floor plate more stable the time in this diameter range and length range, and its material consumption is less.
In the deformation joint of above-mentioned building, described baffle plate takes the shape of the letter U.
In the deformation joint of above-mentioned building, described baffle plate is the U-shaped steel pipe.
The cross section of U-shaped steel pipe takes the shape of the letter U, and the U-shaped steel pipe can directly be bought on market, the construction cost of Reducing distortion seam.Simultaneously, this structure of U-shaped steel pipe is when deformation joint dwindles, and steel pipe also can be easily along with distortion.
In the deformation joint of above-mentioned building, the recess direction of described two baffle plates is towards unanimously.
In the deformation joint of above-mentioned building, described filler is the Waterproof wood filament plate.
The Waterproof wood filament plate is flexible also has good water resistance simultaneously.
In the deformation joint of above-mentioned building, described filler is nylon material.
In the deformation joint of above-mentioned building, described deformation joint bottom is filled with cement mortar.
Between cement mortar is filled in bottom U-shaped steel pipe and deformation joint, the gap of having eliminated deformation joint.
Compared with prior art, the depression of the deformation joint of this building is owing to having flexible filler and baffle plate, and deformation joint can not only can also prevent effectively that rainwater or foreign material from entering deformation joint outside normal deformation.Its stability is higher.
Simultaneously, first the metal decking that links together and steel pipe are positioned over during construction and build the floor plate place, then floor plate is built, that is to say, this deformation joint can together be constructed with floor plate, does not take the too much time, has higher practical value.
Description of drawings
Fig. 1 is the sectional structure schematic diagram of the deformation joint of this building.
On Fig. 2 along the A in Fig. 1-A sectional structure schematic diagram.
In figure, 1, floor plate; 2, metal decking; 3, connecting portion; 4, baffle plate; 5, filler; 6, cement mortar.
The specific embodiment
As shown in Figure 1, the deformation joint of this building is between adjacent two floor plates 1, and it also comprises two metal deckings 2 that are connected in respectively corresponding floor plate 1 sidepiece.
As shown in Figure 2, connecting portion 3 comprises the some steel pipes that are connected on metal decking 2.Has along the vertical direction the uniform steel pipe of at least two row of horizontal on metal decking 2.In the present embodiment, the length of steel pipe is 200 millimeters, and the diameter of steel pipe is 10 centimetres.
Baffle plate 4 takes the shape of the letter U.In the present embodiment, baffle plate 4 is the U-shaped steel pipe.The recess direction of two baffle plates 4 is towards unanimously.
Deformation joint bottom and top all are filled with cement mortar 6.
Can find out, baffle plate 4, filler 5 are with the deformation joint shutoff, and rainwater, foreign material etc. can not enter in it.Simultaneously, baffle plate 4, filler 5 can be out of shape along with deformation joint, and they can't affect the normal deformation of deformation joint.Therefore, this deformation joint can not only effectively be eliminated the building tear that causes because of factors such as temperature Change, uneven settlement of foundation and earthquakes, and because deformation joint can't enter other foreign material, its stability is also higher.
Claims (10)
1. the deformation joint of a building, be positioned between adjacent two floor plates (1), it is characterized in that, it also comprises two metal deckings (2) that are connected in respectively corresponding floor plate (1) sidepiece, described metal decking (2) inboard has the connecting portion (3) that is connected mutually with floor plate (1), be fixed with along the vertical direction baffle plate (4) between the outside of described two metal deckings (2), be filled with flexible filler (5) under external force in the cavity that forms between described baffle plate (4) and metal decking (2).
2. the deformation joint of building according to claim 1, is characterized in that, described connecting portion (3) comprises the some steel pipes that are connected on metal decking (2).
3. the deformation joint of building according to claim 2, is characterized in that, has along the vertical direction the uniform steel pipe of at least two row of horizontal on described metal decking (2).
4. the deformation joint of building according to claim 3, is characterized in that, the length of described steel pipe is 150-270 millimeters, and the diameter of steel pipe is 5-15 centimetres.
5. the deformation joint of according to claim 1 and 2 or 3 or 4 described buildings, is characterized in that, described baffle plate (4) takes the shape of the letter U.
6. the deformation joint of building according to claim 5, is characterized in that, described baffle plate (4) is the U-shaped steel pipe.
7. the deformation joint of building according to claim 6, is characterized in that, the recess direction of described two baffle plates (4) is towards unanimously.
8. the deformation joint of according to claim 1 and 2 or 3 or 4 described buildings, is characterized in that, described filler (5) is the Waterproof wood filament plate.
9. the deformation joint of according to claim 1 and 2 or 3 or 4 described buildings, is characterized in that, described filler (5) is nylon material.
10. the deformation joint of according to claim 1 and 2 or 3 or 4 described buildings, is characterized in that, described deformation joint bottom and top all are filled with cement mortar (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310081634XA CN103132606A (en) | 2013-03-14 | 2013-03-14 | Deformation joint of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310081634XA CN103132606A (en) | 2013-03-14 | 2013-03-14 | Deformation joint of building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103132606A true CN103132606A (en) | 2013-06-05 |
Family
ID=48493009
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310081634XA Pending CN103132606A (en) | 2013-03-14 | 2013-03-14 | Deformation joint of building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103132606A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951529A (en) * | 2018-08-24 | 2018-12-07 | 上海市水利工程设计研究院有限公司 | Horizontal force transferring structure and its construction method between a kind of hydraulic structure adjacent structure |
| CN110565822A (en) * | 2019-08-29 | 2019-12-13 | 徐宁 | damping structure for assembled concrete building structure seam |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3849958A (en) * | 1973-08-15 | 1974-11-26 | Balco Inc | Expansion joint cover assembly |
| CN86102612A (en) * | 1986-04-15 | 1987-10-28 | 同英外装有限公司 | The jointing apparatus of building |
| CN86105571A (en) * | 1985-07-05 | 1988-02-03 | 川铁建材工业株式会社 | The structure of fire-resistant outseam joint and job practices thereof |
| US6253514B1 (en) * | 1998-06-08 | 2001-07-03 | Mark Jobe | Pre-cured caulk joint system |
| CN202055345U (en) * | 2011-03-24 | 2011-11-30 | 黄海泉 | Deformation joint building construction component |
| CN202280161U (en) * | 2011-10-08 | 2012-06-20 | 朱泳菁 | Ground deformation joint for building |
| CN202466636U (en) * | 2012-03-07 | 2012-10-03 | 吴祖岭 | Steel plate deformation joint |
-
2013
- 2013-03-14 CN CN201310081634XA patent/CN103132606A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3849958A (en) * | 1973-08-15 | 1974-11-26 | Balco Inc | Expansion joint cover assembly |
| CN86105571A (en) * | 1985-07-05 | 1988-02-03 | 川铁建材工业株式会社 | The structure of fire-resistant outseam joint and job practices thereof |
| CN86102612A (en) * | 1986-04-15 | 1987-10-28 | 同英外装有限公司 | The jointing apparatus of building |
| US6253514B1 (en) * | 1998-06-08 | 2001-07-03 | Mark Jobe | Pre-cured caulk joint system |
| CN202055345U (en) * | 2011-03-24 | 2011-11-30 | 黄海泉 | Deformation joint building construction component |
| CN202280161U (en) * | 2011-10-08 | 2012-06-20 | 朱泳菁 | Ground deformation joint for building |
| CN202466636U (en) * | 2012-03-07 | 2012-10-03 | 吴祖岭 | Steel plate deformation joint |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108951529A (en) * | 2018-08-24 | 2018-12-07 | 上海市水利工程设计研究院有限公司 | Horizontal force transferring structure and its construction method between a kind of hydraulic structure adjacent structure |
| CN110565822A (en) * | 2019-08-29 | 2019-12-13 | 徐宁 | damping structure for assembled concrete building structure seam |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20130605 |