CN209457418U - A kind of quick positioning connection structure of assembled architecture light plate shear wall - Google Patents
A kind of quick positioning connection structure of assembled architecture light plate shear wall Download PDFInfo
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- CN209457418U CN209457418U CN201920129434.XU CN201920129434U CN209457418U CN 209457418 U CN209457418 U CN 209457418U CN 201920129434 U CN201920129434 U CN 201920129434U CN 209457418 U CN209457418 U CN 209457418U
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- shear wall
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- positioning pin
- shear
- steel plate
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Abstract
The utility model discloses a kind of quick positioning connection structures of assembled architecture light plate shear wall, it is related to technical field of building construction, it mainly solves the problems, such as that quickly positioning and fixing effect difference penetration welding between steel plate wall seam can not be cannot achieve between shear wall, including positioning pin, angle steel and shear wall, shear wall is steel plate light sandwich concrete shear force wall, four shear walls represent the relationship between up and down, the junction of every two shear wall is provided with liner, the thickness of bar shaped junction steel plate is identical as steel plate shear force wall thickness, width is identical as the length of each angle cleat；The angle steel is isosceles triangle shape, and angle steel is fixedly connected by positioning pin with shear wall, and the positioning pin is that can have enough to meet the need position and lock bolt, such structure is more convenient for assembling, working efficiency can be higher, and artificial and material cost is lower, and artificial and mechanical utilization rate is very high.
Description
Technical field
The utility model relates to technical field of building construction, specifically a kind of assembled architecture light plate shear wall is quickly fixed
Position connection structure.
Background technique
Shear wall is also known as wind-resistant wall, seismic structural wall, earthquake resistant wall or 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 (being cut) from destroying.Also known as seismic structural wall, earthquake resistant wall, generally
It is made into armored concrete.
Shear wall divides plane shear wall and cylinder shear wall, and plane shear wall is used for reinforced concrete frame structure, lift slab
In structure, flat slab system.It, can be cast-in-place or prefabricated at certain positions for rigidity, intensity and the collapse resistant capacity for increasing structure
Assemble reinforced concrete shear wall.Cast-in-place shear wall pours simultaneously with Zhou Bianliang, column, good integrity.Cylinder shear wall is for height
In layer building, tall and slender structure and overhung construction, surrounded by the division wall of escalator, staircase, equipment and assistance building, barrel is equal
For cast in situ ferroconcrete wall body, stiffness and strength can bear biggish horizontal loading compared with plane shear wall.
The foot of a wall can be divided into load bearing wall and shear wall according to loading characteristic, the former is to bear based on vertical load, such as masonry wall；
The latter is to bear based on horizontal loading.In the area that provides fortification against earthquakes, horizontal loading is mainly generated by horizontal earthquake action, therefore shear wall
Otherwise referred to as seismic structural wall, earthquake resistant wall.
Shear wall can be divided into steel plate shear force wall, reinforced concrete shear wall and reinforcing bars building block shear wall by structural material.
It is wherein the most commonly used with reinforced concrete shear wall.
It is fixed between steel plate light sandwich concrete shear force wall to understand trouble, fixed effect in existing assembled architecture
Difference causes stability bad, therefore proposes in a kind of assembled architecture positioning connection structure and construction method between shear wall, comes
It solves the above problems.
Utility model content
The purpose of this utility model is to provide a kind of quick positioning connection structure of assembled architecture light plate shear wall, with
Solve the problems mentioned above in the background art.
To achieve the above object, the utility model provides the following technical solutions:
A kind of quick positioning connection structure of assembled architecture light plate shear wall, including positioning pin, angle steel and shear wall, cut
Power wall be steel plate light sandwich concrete shear force wall, four shear walls be combined into one it is rectangular, the junction of every two shear wall is set
It is equipped with liner, guarantee is melted head welding and increased, and several angle steel are provided with, and liner is in " ten " glyph shape, and the angle steel is isosceles three
Angular shape, angle steel are fixedly connected by positioning pin with shear wall, and the positioning pin is that can have enough to meet the need position and lock bolt.
As a further solution of the present invention: angle steel model L40*50, length 250mm.
As a further solution of the present invention: the diameter of positioning pin is 80mm, L decreased food 20mm, straight section length
100mm, circular cone head end 20mm；Positioning pin is " L " font, and the end of positioning pin is taper, and the positioning pin end is additionally provided with lock
Tight bolt, the clamping screw model M8*120.
A kind of connection method that assembled architecture light plate shear wall quickly positions, steps are as follows:
S1, shear wall is lifted in place using hanging device, then shear wall is manually moved up and down, guarantees left and right pair
Together；
S2, it is fixed on the positioning using positioning pin, since the end of positioning pin is taper, the slightly deviation on up and down
Positioning can be facilitated to fix, after the completion of all positioning is fixed, then clamping screw is installed in each positioning pin end；Between angle cleat
It is singly welded on away from 200-250mm on one piece of bar shaped junction steel plate, in the item for welding angle steel of shear wall both sides configuration
Corresponding position spacing 500-600mm opens the hole that diameter is M16 along weld seam and steel plate bar shaped direction on shape junction steel plate and shear wall,
At two edges of shear wall, connection seam opposite site is disposed with the bar shaped junction steel plate that two block weldings have angle cleat, two sides
To the stud for wearing M14 between junction steel plate and the steel plate shear force wall of two sides, it is equipped with nut inside and outside the stud of two sides,
Convenient for junction steel plate and steel plate shear force wall are fixed and are adjusted；
Carry out rapid plug-in connection with crossing a pin with taper between S3, two pieces of steel plate shear force walls, cross eye pin and
The bar shaped junction steel plate for being welded with angle cleat can be used as fastening means and be used in turn；The thickness of bar shaped junction steel plate is cut with steel plate
Power wall thickness is identical, and width is identical as the length of each angle cleat；The angle steel is isosceles triangle shape, and it is fixed that angle steel passes through
Position pin is fixedly connected with shear wall, and the positioning pin is that can have enough to meet the need position and lock bolt；
S4, steel plate light sandwich concrete shear force wall is positioned after apparent size check, it is ensured that size is quasi-
It is really errorless；
S5, to being intermittently welded simultaneously inside and outside two pieces of shear walls, while being welded between angle steel, removed after welding
Positioning pin and angle steel, the position that then interior external welding can not be welded by positioning pin influence, welding are completed.
Compared with prior art, the utility model has the beneficial effects that angle steel is fixedly connected by positioning pin with shear wall,
Positioning pin is that can have enough to meet the need position and lock bolt, and such structure is more convenient for assembling, and working efficiency can be higher, it is artificial and material at
This is lower, and this assembly tool can be recycled, and the hole of some M16, steel plate are only left behind on steel plate shear force wall
Shear wall welding, which finishes, to be filled the hole of M16 and compare that construction is very convenient with general construction method, artificial and machinery benefit
It is very high with rate, it does not need the welded connections on steel plate shear force wall and fixes, polishing is cut and disassembled after construction again, this is practical
It is novel can effectively will be effectively fixed between steel plate light sandwich concrete shear force wall, be fixedly connected with that effect is good, and stability is high, drop
Low cost cost and cost of labor have very high economic value.
Detailed description of the invention
Fig. 1 is the overlooking structure diagram of the utility model.
Fig. 2 is the structural schematic diagram of the utility model main view.
In figure: 1- positioning pin, 2- liner, 3- angle steel, 4- shear wall.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, 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 embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Embodiment 1
Please refer to Fig. 1~2, in the utility model embodiment, a kind of quick company of positioning of assembled architecture light plate shear wall
Binding structure, including positioning pin 1, angle steel 3 and shear wall 4, shear wall 4 are steel plate light sandwich concrete shear force wall, four shearings
Wall 4 represents the relationship between up and down, and the junction of every two shear wall 4 is provided with liner, guarantees 4 seam of steel plate shear force wall
Between reach melting and weld thoroughly, in order to easy to assembly, be provided with several angle steel 3, be provided with several angle steel 3, liner 2 is in " ten " word
Shape shape, the angle steel 3 are isosceles triangle shape, and angle steel 3 is fixedly connected by positioning pin 1 with shear wall 4, the positioning pin
1 is that can have enough to meet the need position and lock bolt.
Preferably, 3 model L40*5 of angle steel, length 50mm.
Preferably, the diameter of positioning pin 1 is 80mm, L decreased food 20mm, straight section length 100mm, circular cone head end 20mm；
Positioning pin 1 is " L " font, and the end of positioning pin 1 is taper.
1 end of positioning pin is additionally provided with clamping screw, the clamping screw model M8*120.
Embodiment 2
A kind of assembled architecture light plate cut between the connection method that quickly positions, steps are as follows:
S1, shear wall 4 is lifted in place using hanging device, then shear wall 4 is manually moved up and down, guarantees left and right pair
Together；
S2, it is fixed on the positioning using positioning pin 1, since the end of positioning pin 1 is taper, even if slightly deviation on up and down
Also positioning can be facilitated to fix, after the completion of all positioning is fixed, then clamping screw is installed in each positioning pin end；Angle cleat
3 spacing 200-250mm are singly welded on one piece of bar shaped junction steel plate, and on 4 both sides of shear wall, configuration welds angle steel 3
Bar shaped junction steel plate and shear wall 4 on corresponding position spacing 500-600mm along weld seam and steel plate bar shaped direction open diameter be M16
Hole, at two edges of shear wall 4, connection seam opposite site is disposed with the bar shaped junction steel plate that two block weldings have angle cleat,
To the stud for wearing M14 between the junction steel plate of two sides and the steel plate shear force wall 4 of two sides, it is all provided with inside and outside the stud of two sides
There is nut, convenient for junction steel plate and steel plate shear force wall are fixed and are adjusted；
Carry out rapid plug-in connection with crossing a pin with taper between S3, two pieces of steel plate shear force walls, cross eye pin and
The bar shaped junction steel plate for being welded with angle cleat can be used as fastening means and be used in turn；The thickness of bar shaped junction steel plate is cut with steel plate
Power wall thickness is identical, and width is identical as the length of each angle cleat；The angle steel is isosceles triangle shape, and it is fixed that angle steel passes through
Position pin is fixedly connected with shear wall, and the positioning pin is that can have enough to meet the need position and lock bolt；
S4, steel plate light sandwich concrete shear force wall is positioned after apparent size check, it is ensured that size is quasi-
It is really errorless；
S5, to being intermittently welded simultaneously inside and outside two pieces of shear walls 4, while being welded between angle steel 3, torn open after welding
Except positioning pin 1 and angle steel 3, the position that then interior external welding can not be welded by the influence of positioning pin 1, welding is completed.
The working principle of the utility model is: shear wall 4 is lifted in place, then by 4 people of shear wall using hanging device
Work moves up and down, and guarantees left and right alignment；It is fixed on the positioning using positioning pin 1, since the end of positioning pin 1 is taper, even if
Slightly deviation can also facilitate positioning to fix on up and down, and after the completion of all positioning is fixed, then locking is installed in each positioning pin end
Bolt；Apparent size after positioning to steel plate light sandwich concrete shear force wall checks, it is ensured that size is accurate；
To being intermittently welded simultaneously inside and outside two pieces of shear walls 4, while being welded between angle steel 3,1 He of positioning pin is removed after welding
Angle steel 3, the position that then interior external welding can not be welded by the influence of positioning pin 1, welding are completed, and angle steel is by positioning pin and cuts
Power wall is fixedly connected, and the positioning pin is that can have enough to meet the need position and lock bolt, and such structure is more convenient for assembling, and working efficiency can be more
Height, artificial and material cost is lower, and this assembly tool can be recycled, and only leave behind on steel plate shear force wall
The hole of some M16, steel plate shear force wall welding finish fill M16 hole compare with general construction method construct it is very square
Just, artificial and mechanical utilization rate is very high, does not need the welded connections on steel plate shear force wall and fixes, cuts again after construction
Cut dismounting polishing.
It is obvious to a person skilled in the art that the present invention is not limited to the details of the above exemplary embodiments, and
And without departing substantially from the spirit or essential attributes of the utility model, it can realize that this is practical new in other specific forms
Type.Therefore, in all respects, the present embodiments are to be considered as illustrative and not restrictive, this is practical new
The range of type is indicated by the appended claims rather than the foregoing description, it is intended that containing for the equivalent requirements of the claims will be fallen in
All changes in justice and range are embraced therein.It should not treat any reference in the claims as limiting
Related claim.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (4)
1. a kind of quick positioning connection structure of assembled architecture light plate shear wall, including positioning pin (1), angle steel (3) and shearing
Wall (4), shear wall (4) are steel plate light sandwich concrete shear force wall, which is characterized in that the junction of every two shear wall (4)
Liner (2) are provided with, are provided with several angle steel (3), liner (2) is in " ten " glyph shape, and the angle steel (3) is isosceles triangle
Shape, angle steel (3) model L40*50, length 250mm, angle steel (3) are fixedly connected by positioning pin (1) with shear wall (4),
The positioning pin (1) is that can have enough to meet the need position and lock bolt.
2. the quick positioning connection structure of assembled architecture light plate shear wall according to claim 1, which is characterized in that fixed
The diameter of position pin (1) is 80mm, decreased food 20mm, straight section length 100mm, circular cone head end 20mm.
3. the quick positioning connection structure of assembled architecture light plate shear wall according to claim 2, which is characterized in that fixed
Position pin (1) is " L " font, and the end of positioning pin (1) is taper.
4. the quick positioning connection structure of assembled architecture light plate shear wall according to claim 3, which is characterized in that institute
It states positioning pin (1) end and is additionally provided with clamping screw, the clamping screw model M8*120.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920129434.XU CN209457418U (en) | 2019-01-25 | 2019-01-25 | A kind of quick positioning connection structure of assembled architecture light plate shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920129434.XU CN209457418U (en) | 2019-01-25 | 2019-01-25 | A kind of quick positioning connection structure of assembled architecture light plate shear wall |
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| Publication Number | Publication Date |
|---|---|
| CN209457418U true CN209457418U (en) | 2019-10-01 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920129434.XU Expired - Fee Related CN209457418U (en) | 2019-01-25 | 2019-01-25 | A kind of quick positioning connection structure of assembled architecture light plate shear wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111485640A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Rapid positioning and connecting structure and method for steel plate shear wall in assembly type building |
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2019
- 2019-01-25 CN CN201920129434.XU patent/CN209457418U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111485640A (en) * | 2019-01-25 | 2020-08-04 | 河南天久装配式建筑有限公司 | Rapid positioning and connecting structure and method for steel plate shear wall in assembly type building |
| CN111485640B (en) * | 2019-01-25 | 2021-06-15 | 河南天久装配式建筑有限公司 | Rapid positioning and connecting structure and method for steel plate shear wall in assembly type building |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20191001 Termination date: 20220125 |