CN206987103U - A kind of seismic structural wall, earthquake resistant wall - Google Patents
A kind of seismic structural wall, earthquake resistant wall Download PDFInfo
- Publication number
- CN206987103U CN206987103U CN201720794177.2U CN201720794177U CN206987103U CN 206987103 U CN206987103 U CN 206987103U CN 201720794177 U CN201720794177 U CN 201720794177U CN 206987103 U CN206987103 U CN 206987103U
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- China
- Prior art keywords
- building block
- transverse steel
- block
- adjacent
- vertical reinforcement
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- Expired - Fee Related
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Abstract
The utility model discloses a kind of seismic structural wall, earthquake resistant wall, is formed by several concrete block masonries：Transverse steel and vertical reinforcement run through adjacent block, and by shock structure and damping trough grafting between the contact surface between adjacent two building block；The building block is rectangular building block, at least one surface of the upper and lower surface of building block is provided with transverse steel locating slot, transverse steel locating slot is semicircle arcuation, and consistent with the external diameter of transverse steel after two corresponding fastenings of transverse steel locating slot of adjacent two building block；Vertical reinforcement through hole is provided with building block corresponding with transverse steel locating slot, and the vertical reinforcement through hole between adjacent two building block is corresponding, vertical reinforcement connects each building block through the vertical reinforcement through hole of adjacent block；Several shock structures are provided with a surface in the upper and lower surface of building block, several damping troughs are correspondingly arranged on another surface in the upper and lower surface of building block；Several shock structures are provided with a surface in the left and right surfaces of building block, several damping troughs are correspondingly arranged on another surface in the left and right surfaces of building block.
Description
Technical field
The utility model belongs to building trade, relates in particular to the wall in a kind of building construction with function of seismic resistance.
Background technology
The seismic structural wall, earthquake resistant wall is exactly shear wall, is to be primarily subjected to wind in house or structuresLoadOr water caused by geological process
Flat load and vertical loadWall, prevent structure shear from destroying.Typically made with armored concrete.
Reinforced concrete wall is typically all to pass through rigging structure at the scene, then carries out concreting and form building
Thing, its cost is too high, it is difficult to promote the use of on a large scale.
Utility model content
The purpose of this utility model is to overcome above-mentioned deficiency, there is provided one kind builds that easy to operate, anti seismic efficiency is significant by laying bricks or stones
Seismic structural wall, earthquake resistant wall.
To achieve the above object, the utility model uses following technical scheme：
A kind of seismic structural wall, earthquake resistant wall, formed by several concrete block masonries：Transverse steel and vertical reinforcement run through adjacent block, and adjacent
By shock structure and damping trough grafting between contact surface between two building blocks；The building block is rectangular building block, the upper and lower table of building block
At least one surface of face is provided with transverse steel locating slot, and transverse steel locating slot is semicircle arcuation, and adjacent two building block
It is consistent with the external diameter of transverse steel after two corresponding fastenings of transverse steel locating slot；It is corresponding with transverse steel locating slot to build
Vertical reinforcement through hole is provided with block, and the vertical reinforcement through hole between adjacent two building block is corresponding, vertical reinforcement passes through adjacent
The vertical reinforcement through hole of building block connects each building block；Several are provided with a surface in the upper and lower surface of building block to subtract
Post is shaken, several damping troughs are correspondingly arranged on another surface in the upper and lower surface of building block；In the left and right table of building block
Several shock structures are provided with a surface in face, are correspondingly arranged on another surface in the left and right surfaces of building block
There are several damping troughs.
Above-mentioned seismic structural wall, earthquake resistant wall, the cross sectional shape of the shock structure for any of circular, ellipse, triangle or rhombus or
At least any two are combined.
Above-mentioned seismic structural wall, earthquake resistant wall, vertical reinforcement through hole is provided with the both sides of the transverse steel locating slot of each building block,
Corresponding adjacent block is by transverse steel and the Vertical bar connection for being folded in transverse steel both sides.
Using above-mentioned technical proposal, the utility model has following technique effect：The utility model is by several concrete block masonries
Form, it is easy to operate, adjacent block is run through by transverse steel and vertical reinforcement, i.e., transverse steel and vertical reinforcement are through whole
Individual wall, the adjacent block of wall strengthen its anti seismic efficiency by shock structure and damping trough grafting.The utility model is built by laying bricks or stones conveniently
Fast, can be first building block, the another transport of reinforcing bar point, convenience in transport when transporting material.
Brief description of the drawings
Fig. 1 is the utility model structure diagram.
Fig. 2 is the structural representation of the utility model building block.
Embodiment
A kind of seismic structural wall, earthquake resistant wall as depicted in figs. 1 and 2, built by laying bricks or stones and formed by several building blocks 3：Transverse steel 1 and vertical reinforcement 2
Through adjacent block, and by shock structure 5,7 and damping trough grafting between the contact surface between adjacent two building block；The building block is length
Cube building block 7, at least one surface of the upper and lower surface of building block are provided with transverse steel locating slot 4, and transverse steel locating slot is
Semicircle arcuation, and it is consistent with the external diameter of transverse steel 1 after two corresponding fastenings of transverse steel locating slot of adjacent two building block；
Vertical reinforcement through hole 6 is provided with building block corresponding with transverse steel locating slot, and the vertical reinforcement between adjacent two building block leads to
Hole is corresponding, and vertical reinforcement links together each building block through the vertical reinforcement through hole of adjacent block；In the upper and lower table of building block
Several shock structures are provided with a surface in face, are correspondingly arranged on another surface in the upper and lower surface of building block
There are several damping troughs；Be provided with several shock structures on a surface in the left and right surfaces of building block, a left side for building block,
Several damping troughs are correspondingly arranged on another surface in right surface.
The cross sectional shape of shock structure in the utility model building block is any in circular, ellipse, triangle or rhombus
Kind or at least any two combinations.
The both sides of the transverse steel locating slot of each building block of the utility model are provided with vertical reinforcement through hole, corresponding phase
Adjacent building block connects connection by two Vertical bar connections with the transverse steel for being folded in two vertical reinforcements.
The utility model building block if in wall left end, then it is right on the left surface of building block without locating slot or locating dowel
Surface, upper and lower surface are provided with locating slot or locating dowel；If building block is on the right-hand member of wall, the right surface of building block
On without locating slot or locating dowel, left surface, upper and lower surface be provided with locating slot or locating dowel；If building block is in wall
Bottom, then the lower surface of building block is plane, no locating slot or locating dowel, then upper, left and right to be provided with locating slot or positioning
Post；The locating dowel grafting of i.e. one building block, which is entered, forms wall in the locating slot of adjacent block, left side, right side, upper surface and
Lower surface is no locating dowel or the plane of locating slot, and adjacent block is traversed by transverse steel and vertical reinforcement and worn.
The course of work of the present utility model is as follows：Prepare building block, transverse steel and vertical reinforcement, the bottom on the basis of first
Build building block by laying bricks or stones, the first transverse steel is then placed in the building block of bottom room, then build second layer building block by laying bricks or stones, then place the second horizontal steel
Muscle, build by laying bricks or stones build building block and reinforcing bar by laying bricks or stones upwards successively, after building wall is good, be sequentially inserted into vertical reinforcement, complete the block of whole wall
Build work.The left and right adjacent block of the building block at every layer is by locating dowel and locating slot grafting, by fixed between upper and lower two layers of building block
Position post and locating slot grafting；It is so upper and lower；It is left and right by locating dowel and locating slot grafting, and again by transverse direction before adjacent layer
Reinforcing bar and vertical reinforcement run through, and improve the overall performance and anti-seismic performance of wall.
Claims (3)
1. a kind of seismic structural wall, earthquake resistant wall, formed by several concrete block masonries, it is characterised in that：Transverse steel and vertical reinforcement run through adjacent block
Block, and by shock structure and damping trough grafting between the contact surface between adjacent two building block；The building block is rectangular building block, building block
At least one surface of upper and lower surface be provided with transverse steel locating slot, transverse steel locating slot is semicircle arcuation, and adjacent
It is consistent with the external diameter of transverse steel after two corresponding fastenings of transverse steel locating slot of two building blocks；With transverse steel locating slot
Vertical reinforcement through hole is provided with corresponding building block, and the vertical reinforcement through hole between adjacent two building block is corresponding, vertical reinforcement
Vertical reinforcement through hole through adjacent block connects each building block；It is provided with a surface in the upper and lower surface of building block
Several shock structures, several damping troughs are correspondingly arranged on another surface in the upper and lower surface of building block；In building block
Several shock structures are provided with a surface in left and right surfaces, it is right on another surface in the left and right surfaces of building block
Several damping troughs should be provided with.
2. seismic structural wall, earthquake resistant wall according to claim 1, it is characterised in that：The cross sectional shape of the shock structure is circular, ellipse,
Any of triangle or rhombus or at least any two combinations.
3. seismic structural wall, earthquake resistant wall according to claim 1, it is characterised in that：The two of the transverse steel locating slot of each building block
Side is provided with vertical reinforcement through hole, and by transverse steel and the vertical of transverse steel both sides is folded between corresponding adjacent block
Bar connecting.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720794177.2U CN206987103U (en) | 2017-07-03 | 2017-07-03 | A kind of seismic structural wall, earthquake resistant wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720794177.2U CN206987103U (en) | 2017-07-03 | 2017-07-03 | A kind of seismic structural wall, earthquake resistant wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206987103U true CN206987103U (en) | 2018-02-09 |
Family
ID=61400607
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720794177.2U Expired - Fee Related CN206987103U (en) | 2017-07-03 | 2017-07-03 | A kind of seismic structural wall, earthquake resistant wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206987103U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644838A (en) * | 2019-10-16 | 2020-01-03 | 东北农业大学 | Buffering facility for enhancing earthquake resistance in bottom frame mixed structure building |
| CN111764742A (en) * | 2020-06-22 | 2020-10-13 | 三能集成房屋股份有限公司 | Building block connection structure and enclosure |
-
2017
- 2017-07-03 CN CN201720794177.2U patent/CN206987103U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110644838A (en) * | 2019-10-16 | 2020-01-03 | 东北农业大学 | Buffering facility for enhancing earthquake resistance in bottom frame mixed structure building |
| CN110644838B (en) * | 2019-10-16 | 2020-11-13 | 东北农业大学 | Buffering facility for enhancing earthquake resistance in bottom frame mixed structure building |
| CN111764742A (en) * | 2020-06-22 | 2020-10-13 | 三能集成房屋股份有限公司 | Building block connection structure and enclosure |
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Legal Events
| 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: 20180209 Termination date: 20210703 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |