CN209082761U - A kind of expansion joint two sides shear wall of house construction engineering - Google Patents
A kind of expansion joint two sides shear wall of house construction engineering Download PDFInfo
- Publication number
- CN209082761U CN209082761U CN201821577638.1U CN201821577638U CN209082761U CN 209082761 U CN209082761 U CN 209082761U CN 201821577638 U CN201821577638 U CN 201821577638U CN 209082761 U CN209082761 U CN 209082761U
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- Prior art keywords
- shear wall
- expansion joint
- wall
- side plate
- sides
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Abstract
The utility model relates to a kind of expansion joint two sides shear walls of house construction engineering, it is related to building engineering field, it includes the shear wall of two stifled L-types, there are expansion joints between two stifled shear walls, it is embedded with reinforcing side plate parallel to each other in shear wall, strengthens and is connected with channel steel between side plate, the two sides for strengthening in side plate and strengthening side plate are filled with concrete, the opposite one side of two stifled shear walls is equipped with several double wedges being mutually twisted, and the cross section of double wedge is trapezoidal.The utility model has the effect of the shock resistance of the shear wall by enhancing expansion joint two sides.
Description
Technical field
The utility model relates to the technical fields of architectural engineering, cut more particularly, to a kind of expansion joint two sides of house construction engineering
Power wall.
Background technique
Building expansion joint is also referred to as expansion joint, refers to prevent building member (thermal expansion, cold due to climate temperature variation
Contracting), so that structure is generated crack or destruction and a build joint vertically arranged along the suitable position of house length direction.Expansion joint
Be by it is more than basis building element such as wall, floor, roof (except log cabin top) be divided into two independent sectors, make building
Horizontal extension can be done along length direction.
Shear wall is also known as wind-resistant wall or seismic structural wall, earthquake resistant wall, structural wall.It is primarily subjected to wind load in house or structures or earthquake is made
With the wall of caused horizontal loading and vertical load (gravity), prevent structure shear from destroying.
Existing Authorization Notice No. is the Chinese utility model of CN203939157U, which discloses a kind of shearing
Wall construction, main technical schemes main points include side plate, and side plate interior sides are equipped with end shear wall, and end shear wall side is equipped with seam
Between shear wall, by connecting tube connection between shear wall between side plate, end shear wall and seam, and connecting tube one end extends in side plate
Outside, and connecting tube is located at one end on the outside of side plate and is equipped with pipe clamp, pipe clamp is used to shear between side plate, end shear wall and seam
Wall is fixed, and is equipped with stiffening plate between seam on the outside of shear wall, is fixed between shear wall by built-in screw between stiffening plate and seam
Connection, side plate is interior to be equipped with steel plate for sealing water, steel plate for sealing water more than one, and steel plate for sealing water bottom is transversely provided with ribbed stiffener, puts more energy into
Gasket is connected between rib and steel plate for sealing water bottom.
Prior art among the above have the following deficiencies: when two block state shear wall structure occur expanded by heating when,
It fits merely by the opposite metope of expansion joint two sides wall, lacks carrying from the load perpendicular to wall cross section
Structure, thus anti seismic efficiency is poor.
Utility model content
The purpose of the utility model is to provide a kind of expansion joint two sides shear walls of house construction engineering, shear wall can be made to carry
From the load perpendicular to wall cross section, the shock resistance of expansion joint two sides shear wall is improved.
The above-mentioned purpose of utility model of the utility model has the technical scheme that
A kind of expansion joint two sides shear wall of house construction engineering, including two stifled shear walls, there are flexible between two stifled shear walls
It stitches, reinforcing side plate parallel to each other is embedded in the shear wall, strengthen and be connected with channel steel between side plate；Described two stifled shearings
The opposite one side of wall is equipped with several double wedges being mutually twisted.
By using above-mentioned technical proposal, when two stifled shear wall expanded by heating, the shear wall of expansion joint two sides passes through convex
Tooth is mutually engaged, and so as to carry from the load perpendicular to wall cross section, while side plate is strengthened in setting in wall, thus
The formidable opponent for increasing shear wall, further increases the shock resistance of wall.
The utility model is further arranged to: the reinforcing side plate passes through fixation at wave crest and trough at waveform
The wall of bolt and shear wall is mutually fixed.
By using above-mentioned technical proposal, the reinforcing side plate of waveform can carry out the load for the horizontal direction that wall is subject to
Buffering, to enhance the shock resistance of shear wall.
The utility model is further arranged to: the side of the wave crest for strengthening side plate and trough far from shear wall body is perpendicular
Direct-burried is equipped with channel steel.
By using above-mentioned technical proposal, the channel steel being vertically arranged can enhance shear wall to the receiving of vertical direction load
Ability enhances the intensity of shear wall.
The utility model is further arranged to: the channel steel strengthened between side plate is V-shaped and/or the connection of U-shaped head and the tail.
By using above-mentioned technical proposal, V-type and/or the head and the tail connection of U-shaped channel steel can further be subject to wall
The load of horizontal direction is buffered, and the shock resistance of shear wall is enhanced, while enhancing the intensity of wall.
The utility model is further arranged to: being embedded between the wave crest and trough for strengthening the channel steel in side plate perpendicular
The channel steel being directly arranged.
By using above-mentioned technical proposal, the channel steel being vertically arranged can enhance shear wall to the receiving of vertical direction load
Ability enhances the intensity of shear wall.
The utility model is further arranged to: the double wedge cross section is trapezoidal.
By using above-mentioned technical proposal, trapezoidal double wedge is capable of increasing the contact area between double wedge, improves shear wall
To the resistance of the load perpendicular to wall cross section.
The utility model is further arranged to: the both ends at the expansion joint are fixed with affixed.
By using above-mentioned technical proposal, affixed can be avoided wall and excessively shrink, and shear wall is avoided to misplace.
The utility model is further arranged to: described affixed U-shaped.
By using above-mentioned technical proposal, facilitates affixed to stretch or shrink with shear wall, avoid affixed fracture.
In conclusion the advantageous effects of the utility model are as follows:
1. by setting double wedge and strengthening side plate, the shock resistance of the shear wall of expansion joint two sides can be enhanced；
2. the antidetonation of shear wall can be enhanced by the V-type and/or U-type groove steel for strengthening setting head and the tail connection in side plate
Property；
3. the intensity of shear wall can be enhanced by burying the channel steel being vertically arranged in wall.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the structure sectional view of the embodiments of the present invention one.
Fig. 3 is the structure sectional view of the embodiments of the present invention two.
Fig. 4 is the structure sectional view of the embodiments of the present invention three.
Appended drawing reference: 1, shear wall；11, strengthen side plate；12, channel steel is buffered；13, the first load-bearing channel steel；14, the second load-bearing
Channel steel；15, affixed；16, double wedge；2, expansion joint.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Referring to FIG. 1 and FIG. 2, the expansion joint two sides shear wall 1 of a kind of house construction engineering, the shear wall 1 including two stifled L-types, two
There are expansion joint between stifled shear wall 1, it is embedded with reinforcing side plate 11 parallel to each other in shear wall 1, is strengthened between side plate 11
It is connected with buffering channel steel 12, the two sides for strengthening in side plate 11 and strengthening side plate 11 are filled with concrete, and two stifled shear walls 1 are opposite
It is equipped with several double wedges 16 being mutually twisted on one side, the cross section of double wedge 16 is trapezoidal.
The implementation principle of the present embodiment are as follows: when two stifled 1 expanded by heating of shear wall, the shear wall 1 of expansion joint two sides passes through
The occlusion of 16 phase of double wedge, so as to carry from the load perpendicular to wall cross section, while side plate is strengthened in setting in wall
11, it is equipped with buffering channel steel 12 in side plate 11 due to strengthening, to enhance the intensity of shear wall 1, further increases the anti-of wall
Pinking；Trapezoidal double wedge 16 is capable of increasing the contact area between double wedge 16, improves shear wall 1 to perpendicular to wall cross section
The resistance of load.
Shear wall 1 is in addition to by from the load perpendicular to wall cross section, also by the load of horizontal direction；In order to increase
Strong shearing force wall 1 is to the shock resistance of horizontal direction load, in the present embodiment, referring to Fig. 2, the equal Cheng Bo of the intracorporal reinforcing side plate 11 of wall
Shape, and fixing bolt is provided at wave crest and trough, the wall for strengthening side plate 11 by fixing bolt and shear wall 1 is mutually solid
It is fixed；Further, the buffering channel steel 12 strengthened between side plate 11 is V-shaped, and the buffering channel steel 12 of V-type connects from beginning to end, waveform
The load for the horizontal direction that wall is subject to can be buffered by strengthening side plate 11, and the buffering channel steel 12 of V-type connects from beginning to end can
The load for the horizontal direction being further subject to wall buffers, to enhance the shock resistance of shear wall 1.
Shear wall 1 is used as wall, also by the load from vertical direction, in order to enhance the intensity of shear wall 1, in this reality
It applies in example, referring to Fig. 2, is embedded with the first load-bearing channel steel being vertically arranged in the junction for strengthening the buffering channel steel 12 in side plate 11
13, and the side of wave crest and trough far from 1 wall of shear wall for strengthening side plate 11 is embedded with the second load-bearing channel steel 14 vertically；It is perpendicular
The first channel steel and the second channel steel being directly arranged can enhance shear wall 1 to the ability to bear of vertical direction load, to enhance
The intensity of shear wall 1.
Affixed is fixed at the both ends at expansion joint referring to Fig. 2 in order to avoid shear wall 1 misplaces after by cold events
15, affixed 15 U-shaped；U-shaped affixed 15 can stretch or shrink with shear wall 1, to avoid affixed 15 fracture.
The present embodiment passes through through setting double wedge 16 and strengthens side plate 11, can enhance the shear wall 1 of expansion joint two sides
Shock resistance；By the way that the antidetonation of shear wall 1 can be enhanced in the V-type and/or U-type groove steel for strengthening setting head and the tail connection in side plate 11
Property；By burying the channel steel being vertically arranged in wall, the intensity of shear wall 1 can be enhanced.
Embodiment two:
With embodiment one the difference is that: referring to Fig. 3, buffering channel steel 12 is U-shaped, and buffering channel steel 12 is end to end.
Embodiment three:
With embodiment one the difference is that: referring to Fig. 4, channel steel 12 is U-shaped is connected with V-type for buffering, and buffering channel steel
12 is end to end.
The embodiment of present embodiment is the preferred embodiment of the utility model, and not limitation is originally practical new according to this
The protection scope of type, therefore: the equivalence changes that all structures, shape, principle according to the utility model are done should all be covered by practical
Within novel protection scope.
Claims (8)
1. a kind of expansion joint two sides shear wall of house construction engineering, including two stifled shear walls (1), between two stifled shear walls (1) there are
Expansion joint, it is characterised in that: be embedded with reinforcing side plate (11) parallel to each other in the shear wall (1), strengthen side plate (11)
Between be connected with channel steel；The opposite one side of the two stifled shear wall (1) is equipped with several double wedges (16) being mutually twisted.
2. a kind of expansion joint two sides shear wall of house construction engineering according to claim 1, it is characterised in that: the reinforcing side
Plate (11) is mutually fixed at wave crest and trough by the wall of fixing bolt and shear wall (1) at waveform.
3. a kind of expansion joint two sides shear wall of house construction engineering according to claim 2, it is characterised in that: the reinforcing side
The wave crest or trough of plate (11) are embedded with channel steel far from the side of shear wall (1) wall vertically.
4. a kind of expansion joint two sides shear wall of house construction engineering according to claim 1, it is characterised in that: the reinforcing side
Channel steel between plate (11) is V-shaped and/or the connection of U-shaped head and the tail.
5. a kind of expansion joint two sides shear wall of house construction engineering according to claim 4, it is characterised in that: the reinforcing side
The channel steel being vertically arranged is embedded between the wave crest and trough of channel steel in plate (11).
6. a kind of expansion joint two sides shear wall of house construction engineering according to claim 1, it is characterised in that: the double wedge
(16) cross section is trapezoidal.
7. a kind of expansion joint two sides shear wall of house construction engineering according to claim 1, it is characterised in that: the expansion joint
Both ends be fixed with affixed (15).
8. a kind of expansion joint two sides shear wall of house construction engineering according to claim 7, it is characterised in that: described affixed
(15) U-shaped.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821577638.1U CN209082761U (en) | 2018-09-26 | 2018-09-26 | A kind of expansion joint two sides shear wall of house construction engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821577638.1U CN209082761U (en) | 2018-09-26 | 2018-09-26 | A kind of expansion joint two sides shear wall of house construction engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209082761U true CN209082761U (en) | 2019-07-09 |
Family
ID=67117663
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821577638.1U Expired - Fee Related CN209082761U (en) | 2018-09-26 | 2018-09-26 | A kind of expansion joint two sides shear wall of house construction engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209082761U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021587A (en) * | 2019-12-29 | 2020-04-17 | 北京工业大学 | Double-layer steel plate composite shear wall with transverse type hole-opening corrugated web |
| CN111021589A (en) * | 2019-12-29 | 2020-04-17 | 北京工业大学 | Double-layer steel plate composite shear wall with corrugated steel plates resisting side drawknot |
| CN111042396A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-layer steel plate composite shear wall with transversely staggered corrugated web plate I-shaped steel members |
| CN111042397A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-layer steel plate composite shear wall formed by pulling and connecting I-shaped steel components of staggered corrugated webs |
| CN111042394A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet composite shear wall that division hole wave form web was stiffened |
| CN111042393A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-layer steel plate composite shear wall with symmetrically-arranged open-hole corrugated web plates in drawknot mode |
| CN111101624A (en) * | 2019-12-29 | 2020-05-05 | 北京工业大学 | Double-layer steel plate shear wall with symmetrically-arranged corrugated web plates in drawknot mode |
| CN111188431A (en) * | 2019-12-29 | 2020-05-22 | 北京工业大学 | Double-layer steel plate combined shear wall of truss type drawknot of I-shaped steel member with corrugated web |
-
2018
- 2018-09-26 CN CN201821577638.1U patent/CN209082761U/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111021587A (en) * | 2019-12-29 | 2020-04-17 | 北京工业大学 | Double-layer steel plate composite shear wall with transverse type hole-opening corrugated web |
| CN111021589A (en) * | 2019-12-29 | 2020-04-17 | 北京工业大学 | Double-layer steel plate composite shear wall with corrugated steel plates resisting side drawknot |
| CN111042396A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-layer steel plate composite shear wall with transversely staggered corrugated web plate I-shaped steel members |
| CN111042397A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-layer steel plate composite shear wall formed by pulling and connecting I-shaped steel components of staggered corrugated webs |
| CN111042394A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-deck steel sheet composite shear wall that division hole wave form web was stiffened |
| CN111042393A (en) * | 2019-12-29 | 2020-04-21 | 北京工业大学 | Double-layer steel plate composite shear wall with symmetrically-arranged open-hole corrugated web plates in drawknot mode |
| CN111101624A (en) * | 2019-12-29 | 2020-05-05 | 北京工业大学 | Double-layer steel plate shear wall with symmetrically-arranged corrugated web plates in drawknot mode |
| CN111188431A (en) * | 2019-12-29 | 2020-05-22 | 北京工业大学 | Double-layer steel plate combined shear wall of truss type drawknot of I-shaped steel member with corrugated web |
| CN111042396B (en) * | 2019-12-29 | 2020-11-03 | 北京工业大学 | Double-layer steel plate composite shear wall with transversely staggered corrugated web plate I-shaped steel members |
| CN111042397B (en) * | 2019-12-29 | 2020-11-27 | 北京工业大学 | Double-layer steel plate composite shear wall formed by pulling and connecting I-shaped steel components of staggered corrugated webs |
| CN111021587B (en) * | 2019-12-29 | 2020-11-27 | 北京工业大学 | Double-layer steel plate composite shear wall with transverse type hole-opening corrugated web |
| CN111042394B (en) * | 2019-12-29 | 2020-11-27 | 北京工业大学 | Double-deck steel sheet composite shear wall that division hole wave form web was stiffened |
| CN111101624B (en) * | 2019-12-29 | 2021-02-05 | 北京工业大学 | Double-layer steel plate shear wall with symmetrically-arranged corrugated web plates in drawknot mode |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190709 Termination date: 20200926 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |