CN207392520U - One kind vertically stitches connection structure with formula reinforced concrete shear wall - Google Patents
One kind vertically stitches connection structure with formula reinforced concrete shear wall Download PDFInfo
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- CN207392520U CN207392520U CN201820280902.9U CN201820280902U CN207392520U CN 207392520 U CN207392520 U CN 207392520U CN 201820280902 U CN201820280902 U CN 201820280902U CN 207392520 U CN207392520 U CN 207392520U
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Abstract
Connection structure technical field is vertically stitched the utility model is related to shear wall, specially one kind vertically stitches connection structure with formula reinforced concrete shear wall, including shear wall, shear wall front end is equipped with embedded frame, and embedded frame front end scribbles one layer and applies plastering, it applies plastering corner and is equipped at least four high-strength bolts, and at least 32 wall vertical bars are equipped among shear wall, shear wall section and intersect with vertical bars and be connected at least ten wall transverse bars, and wall vertical bars are banded with stirrup with wall transverse bar crosspoint.This kind vertically stitches connection structure with formula reinforced concrete shear wall, by connecting steel framework when connection, and the shape for connecting steel framework is " hollow, rectangular " structure, main reinforcement can be sleeved in connection steel framework, then using the fixing muscle connected on steel framework in fixed body, because fixing muscle is wrapped main reinforcement, it is possible to which main reinforcement is fixed, and the plate body in shear wall, connection shear wall can be facilitated when concrete perfusion.
Description
Technical field
Connection structure technical field is vertically stitched the utility model is related to shear wall, is specially that one kind is cut with formula armored concrete
Power wall vertically stitches connection structure.
Background technology
Shear wall is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or structural wall, and wind load is primarily subjected in house or structures or earthquake is made
It with caused horizontal loading and the wall of vertical load, prevents structure shear from destroying, also known as seismic structural wall, earthquake resistant wall, generally uses armored concrete
It makes, it divides plane shear wall and cylinder shear wall, and plane shear wall is for reinforced concrete frame structure, lift slab structure, nothing
In beam floor system, and the connection structure that it is vertically stitched when shear wall is built is mostly important.
But existing shear wall vertically stitches connection structure, and the effect for reaching antidetonation is difficult to after shear wall vertically stitches connection
Fruit so that its shear wall easily caves in when earthquake, the phenomenon that collapsing so as to cause whole building, it is difficult to reach
The effect wanted to user, and be difficult in succession when connection so that it needs to waste when its shear wall connects
More time.
Utility model content
Connection structure is vertically stitched with formula reinforced concrete shear wall the purpose of this utility model is to provide one kind, to solve
It proposes to be difficult to achieve the effect that antidetonation after shear wall vertically stitches connection in above-mentioned background technology, and it is difficult when connection
With in succession the problem of.
To achieve the above object, the utility model provides following technical solution：One kind is erected with formula reinforced concrete shear wall
To seam connection structure, including shear wall, the shear wall front end is equipped with embedded frame, and embedded frame front end scribbles one layer
Plastering is applied, the plastering corner that applies is equipped at least four high-strength bolts, and at least 32 walls are equipped among shear wall
Vertical bars, the shear wall section and intersect with the vertical bars and are connected at least ten wall transverse bars, and wall vertical bars and institute
State wall transverse bar crosspoint and be banded with stirrup, inside the shear wall and with the wall transverse bar, the wall vertical bars and institute
Stating stirrup and being in contact has concrete mix, and is fixed with plate body on front side of shear wall right end, is installed between the shear wall
There is at least six roots of sensation main reinforcement, and main reinforcement periphery is equipped at least four connection steel frameworks, the connection steel framework upper end is fixed at least
Four fixed bodies, and fixed body upper end is equipped with fixing muscle.
Further, the embedded frame interlocking is arranged in shear wall, and described in the length ratio of the embedded frame
The length of shear wall is 20 centimetres short, and width is than short ten centimetres of the width of the shear wall, and is embedded in described cut
The thickness of power wall is eight centimetres.
Further, high-strength bolt insertion is arranged in painting plastering, and the high-strength bolt be evenly distributed on it is described
Apply the corner of plastering.
Further, the wall vertical bars are fixedly connected with shear wall, and the wall vertical bars horizontal homogeneous is distributed in
In the shear wall.
Further, the connection steel framework is fixedly connected with main reinforcement, and the shape of the connection steel framework is " hollow square
Shape " structure.
Further, the fixing muscle is with fixed body by being welded and fixed, and the fixing muscle is wrapped the main reinforcement.
Compared with prior art, the beneficial effects of the utility model are：This kind is vertically stitched with formula reinforced concrete shear wall
Connection structure by connecting steel framework when connection, and connects the shape of steel framework as " hollow, rectangular " structure, can be by master
Reinforcing bar is sleeved in connection steel framework, then using the fixing muscle connected on steel framework in fixed body, because fixing muscle is wrapped main reinforcement,
So main reinforcement can be fixed, and the plate body in shear wall, when concrete perfusion connection can be facilitated to cut
Power wall, using the embedded frame in shear wall after having connected, and the length of embedded frame is shorter than the length of shear wall by two
Ten centimetres, and width is than short ten centimetres of the width of shear wall, and the thickness of shear wall is embedded in as eight centimetres, Ke Yizeng
The shock strength of strong shearing force wall, and the wall vertical bars inside shear wall are utilized, and wall vertical bars horizontal homogeneous is distributed in and cuts
In power wall, it can be fixed with wall transverse bar by stirrup, then penetration concrete mixture, can form shear wall
Body, then using high-strength bolt, and high-strength bolt is evenly distributed on the corner for applying plastering, can enhance internal wall transverse bar and
The stability of wall vertical bars, the embedded frame that can also arrange in pairs or groups further increase the shock strength of its shear wall.
Description of the drawings
Fig. 1 is the overall structure diagram of the utility model；
Fig. 2 is the connection steel framework partial structural diagram of the utility model；
Fig. 3 is the shear wall part section structural representation of the utility model；
In figure：1- shear walls；2- embeds frame；3- applies plastering；4- high-strength bolts；5- wall vertical bars；6- main reinforcements；7-
Connect steel framework；8- fixed bodies；9- fixing muscles；10- wall transverse bars；11- concrete mixes；12- plate bodys；13- stirrups.
Specific embodiment
The following is a combination of the drawings in the embodiments of the present utility model, and the technical scheme in the embodiment of the utility model is carried out
It clearly and completely describes, it is clear that the described embodiments are only a part of the embodiments of the utility model rather than whole
Embodiment.Based on the embodiment in the utility model, those of ordinary skill in the art are without making creative work
All other embodiments obtained shall fall within the protection scope of the present invention.
In the description of the utility model, it is to be understood that term " on ", " under ", "front", "rear", "left", "right",
The orientation or position relationship of the instructions such as " top ", " bottom ", " interior ", " outer " are based on orientation shown in the drawings or position relationship, are only
The utility model must have specific with the device or element for simplifying description rather than instruction or hint meaning for ease of description
Orientation, with specific azimuth configuration and operation, therefore it is not intended that limitation to the utility model.
- 3 are please referred to Fig.1, the utility model provides a kind of technical solution：One kind is vertically stitched with formula reinforced concrete shear wall
Connection structure, including shear wall 1,1 front end of shear wall is equipped with embedded frame 2, and embedded 2 front end of frame scribbles one layer of smearing
Face 3 applies 3 four jiaos of plastering and is equipped at least four high-strength bolts 4, and at least 32 wall vertical bars are equipped among shear wall 1
5,1 section of shear wall and intersect with vertical bars 5 and be connected at least ten wall transverse bars 10, and wall vertical bars 5 and wall transverse bar
10 crosspoints are banded with stirrup 13, and 1 inside of shear wall and being in contact with wall transverse bar 10, wall vertical bars 5 and stirrup 13 has mixed
Solidifying earth mixtures 11, and plate body 12 is fixed on front side of 1 right end of shear wall, at least six roots of sensation main steel is installed between shear wall 1
Muscle 6, and 6 periphery of main reinforcement is equipped at least four connection steel frameworks 7,7 upper end of connection steel framework is fixed at least four fixed bodies 8, and
8 upper end of fixed body is equipped with fixing muscle 9；The embedded interlocking of frame 2 is arranged in shear wall 1, and the length of embedded frame 2 is than shearing
The length of wall 1 is 20 centimetres short, and width is than short ten centimetres of the width of shear wall 1, and is embedded in the thickness of shear wall 1
It spends for eight centimetres；The insertion of high-strength bolt 4 is arranged in painting plastering 3, and high-strength bolt 4 is evenly distributed on the corner for applying plastering 3；Wall
Body vertical bars 5 are fixedly connected with shear wall 1, and 5 horizontal homogeneous of wall vertical bars is distributed in shear wall 1；Connect steel framework 7 and master
Reinforcing bar 6 is fixedly connected, and the shape for connecting steel framework 7 is " hollow, rectangular " structure；Fixing muscle 9 with fixed body 8 by being welded and fixed,
And fixing muscle 9 is wrapped main reinforcement 6.
Operation principle：This kind vertically stitches connection structure with formula reinforced concrete shear wall, inside shear wall 1
Wall vertical bars 5, can be fixed with wall transverse bar 10 by stirrup 13, then penetration concrete mixture 11, can be with shape
It, can then by coating material in plastering 3 is applied, and by connecting steel framework 7 when shear wall 1 is connected into shear wall 1
It, can be by main reinforcement then using the fixing muscle 9 connected on steel framework 7 in fixed body 8 main reinforcement 6 is sleeved in connection steel framework 7
6 are fixed, and the plate body 12 in shear wall 1, can facilitate connection shear wall 1, connection when concrete perfusion
Using the embedded frame 2 in shear wall 1 after complete, and the length of embedded frame 2 is 20 centimetres shorter than the length of shear wall 1,
And width is than short ten centimetres of the width of shear wall 1, and the thickness for being embedded in shear wall 1 is eight centimetres so that Ke Yizeng
The shock strength of strong shearing force wall 1 then using high-strength bolt 4, can enhance the steady of internal wall transverse bar 10 and wall vertical bars 5
Fixed degree, the embedded frame 2 that can also arrange in pairs or groups further increase the shock strength of its shear wall 1.
For those of ordinary skill in the art, it is possible to understand that in the principle and the situation of spirit for not departing from the utility model
Under can carry out a variety of change, modification, replacement and modification to these embodiments, the scope of the utility model is by appended claims
And its equivalent limits.
Claims (6)
1. one kind vertically stitches connection structure with formula reinforced concrete shear wall, including shear wall（1）, it is characterised in that：It is described
Shear wall（1）Front end is equipped with embedded frame（2）, and embedded frame（2）Front end scribbles one layer and applies plastering（3）, it is described to apply plastering
（3）Corner is equipped at least four high-strength bolts（4）, and shear wall（1）Centre is equipped at least 32 wall vertical bars（5）,
The shear wall（1）Section and with the vertical bars（5）It is connected at least ten wall transverse bars（10）, and wall vertical bars
（5）With the wall transverse bar（10）Crosspoint is banded with stirrup（13）, the shear wall（1）It is internal and with the wall transverse bar
（10）, the wall vertical bars（5）With the stirrup（13）Being in contact has concrete mix（11）, and shear wall（1）Right end
Front side is fixed with plate body（12）, the shear wall（1）Between at least six roots of sensation main reinforcement is installed（6）, and main reinforcement（6）Periphery
Equipped at least four connection steel frameworks（7）, the connection steel framework（7）Upper end is fixed at least four fixed bodies（8）, and fixed body
（8）Upper end is equipped with fixing muscle（9）.
2. one kind according to claim 1 vertically stitches connection structure with formula reinforced concrete shear wall, it is characterised in that：Institute
State embedded frame（2）Interlocking is arranged on shear wall（1）In, and the embedded frame（2）Length than the shear wall（1）
Length it is 20 centimetres short, and width is than the shear wall（1）Short ten centimetres of width, and be embedded in the shear wall
（1）Thickness be eight centimetres.
3. one kind according to claim 1 vertically stitches connection structure with formula reinforced concrete shear wall, it is characterised in that：Institute
State high-strength bolt（4）It is embedded to be arranged on painting plastering（3）In, and the high-strength bolt（4）Described apply is evenly distributed on to plaster（3）'s
Corner.
4. one kind according to claim 1 vertically stitches connection structure with formula reinforced concrete shear wall, it is characterised in that：Institute
State wall vertical bars（5）With shear wall（1）It is fixedly connected, and the wall vertical bars（5）Horizontal homogeneous is distributed in the shear wall
Body（1）In.
5. one kind according to claim 1 vertically stitches connection structure with formula reinforced concrete shear wall, it is characterised in that：Institute
State connection steel framework（7）With main reinforcement（6）It is fixedly connected, and the connection steel framework（7）Shape be " hollow, rectangular " structure.
6. one kind according to claim 1 vertically stitches connection structure with formula reinforced concrete shear wall, it is characterised in that：Institute
State fixing muscle（9）With fixed body（8）By being welded and fixed, and the fixing muscle（9）It is wrapped the main reinforcement（6）.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820280902.9U CN207392520U (en) | 2018-02-27 | 2018-02-27 | One kind vertically stitches connection structure with formula reinforced concrete shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820280902.9U CN207392520U (en) | 2018-02-27 | 2018-02-27 | One kind vertically stitches connection structure with formula reinforced concrete shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207392520U true CN207392520U (en) | 2018-05-22 |
Family
ID=62324408
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820280902.9U Active CN207392520U (en) | 2018-02-27 | 2018-02-27 | One kind vertically stitches connection structure with formula reinforced concrete shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207392520U (en) |
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2018
- 2018-02-27 CN CN201820280902.9U patent/CN207392520U/en active Active
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