CN207988165U - Device for shear wall and concrete floor in connecting building structure - Google Patents
Device for shear wall and concrete floor in connecting building structure Download PDFInfo
- Publication number
- CN207988165U CN207988165U CN201820388504.9U CN201820388504U CN207988165U CN 207988165 U CN207988165 U CN 207988165U CN 201820388504 U CN201820388504 U CN 201820388504U CN 207988165 U CN207988165 U CN 207988165U
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- CN
- China
- Prior art keywords
- bolt
- shear wall
- concrete floor
- link block
- metallic plate
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Abstract
The utility model provides the device for shear wall and concrete floor in connecting building structure,Including upper bolt fixing hole and lower bolt fixing hole,The link block is embedded in shear wall outer wall,And link block side offers link slot at one,The No.1 bolt-through is in the upper bolt fixing hole that connection metallic plate is opened up,And it is 20 centimetres that No.1 bolt is spaced with another place's No.1 bolt,It is 20 centimetres that No. two bolts are spaced with the bolt of another place two,Bolt fixing hole at three is offered at the top of the connection metallic plate,And connect bolt fixing hole under metallic plate bottom offers at three,Be conducive to shear wall is made to be bonded with link block even closer,Reduce shear wall and link block gap size,Avoid the excessive generation security risk in gap between the two,And coordinate the use of No. two bolts,It can make concrete floor,Connection metallic plate and link block three closely link together,Improve concrete floor inherently safe coefficient.
Description
Technical field
The utility model belongs to concrete construction technical field, more specifically, is more particularly to used for connecting building structure
The device of middle shear wall and concrete floor.
Background technology
Shear wall and concrete floor are the components for being applied in building structure widely.Shear wall is usually vertical
Setting, the horizontal force born for resisting building structure also take on vertical load.Concrete floor mean level is arranged,
Vertical load is undertaken, coordinates the deformation of all vertical members of same floor, shear wall and concrete also by horizontal shear rigidity
Reliable connection should be set between floor, both just can guarantee compatible deformation in the horizontal direction, and ensure story shearing force according to
The shear power of shear wall and frame column is allocated.
Based on above-mentioned, the inventors discovered that, existing similar device such as Chinese Patent Application No. 201420250454.X is carried
To the device for shear wall and concrete floor in connecting building structure, including by more anchor bars, vertical anchor slab and U
Shape toothed portion part forms, and one end of anchor bar is all fixed on the inner surface of vertical anchor slab, and the other end stretches into shear wall;U-shaped
One end of toothed portion part is then fixed on the outer surface of vertical anchor slab;The setting height of U-shaped toothed portion part is located at concrete floor
Thickness center;The lower part of U-shaped toothed portion part be level board, both sides be equipped with the vertical plate with rectangular teeth, anchor bar it is total transversal
In total cross-sectional area and plate of the area with the product of its strength of materials not less than reinforcing bar in the plate of the interior direction shear wall of concrete slab
The product of bar material intensity.
The above-mentioned device difficulty of construction being previously mentioned increases, and the later stage removes more difficulty, and each position stress is not equal enough
Weighing apparatus, is easy to cause concrete itself and cracks, influence concrete self load bearing effect.
Then, it in view of this, being studied improvement for existing structure and missing, provides in connecting building structure
The device of shear wall and concrete floor, to achieve the purpose that with more more practical value.
Utility model content
In order to solve the above-mentioned technical problem, the utility model is provided for shear wall and concrete building in connecting building structure
The device of plate, to solve the increasing of existing apparatus difficulty of construction, and the later stage removes more difficulty, and each position stress is not equal enough
Weighing apparatus, the problem of being easy to cause concrete itself and crack, influence concrete self load bearing effect.
The utility model be used for connecting building structure in the device of shear wall and concrete floor purpose and effect, by with
Lower particular technique means are reached:
For the device of shear wall and concrete floor in connecting building structure, including shear wall, link block, link slot,
Concrete floor, No.1 bolt, No. two bolts, connection metallic plate, upper bolt fixing hole and lower bolt fixing hole, the link block
It is embedded in shear wall outer wall, and link block side offers link slot at one, the No.1 bolt-through is in connection metallic plate
In the upper bolt fixing hole opened up, and it is 20 centimetres that No.1 bolt is spaced with another place's No.1 bolt, described No. two
It is 20 centimetres that bolt is spaced with the bolt of another place two, and offering bolt at three at the top of the connection metallic plate fixes
Hole, and connect bolt fixing hole under metallic plate bottom offers at three.
Further, No.1 bolt one end is mounted in link block, and the No.1 bolt other end is mounted on shear wall
It is internal.
Further, No. two bolts are located at concrete building intralamellar part, and No. two bolt-throughs are in connection metallic plate institute
In the lower bolt fixing hole opened up.
Further, the connection metallic plate is L-shaped platy structure, and connects metallic plate left end and be mounted in link block.
Further, described concrete floor one end is mounted in the link slot that link block is opened up, and concrete floor
It is mounted on shear wall outer wall by link block.
Compared with prior art, the utility model has the advantages that:
The setting of link block is conducive to the originally one-time formed connection mould for pouring pattern and changing into the two mutually split
Formula not only reduces engineering difficulty, also facilitates later stage personnel's dismantlement work, and making for metallic plate is connected inside the block that is connected
With concrete floor uniformly can be transmitted to by metallic plate in link block the pressure that metallic plate applies, avoid single portion
Position stress is excessive, causes concrete to crack, influences concrete self load bearing effect.
The setting of No.1 bolt, is conducive to shear wall is made to be bonded with link block even closer, reduces shear wall and link block
Gap size avoids the excessive generation security risk in gap between the two, and coordinates the use of No. two bolts, can make concrete building
Plate, connection metallic plate and link block three closely link together, and improve concrete floor inherently safe coefficient.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the schematic cross-sectional view of the utility model.
Fig. 3 is the connecting block structure schematic diagram of the utility model.
Fig. 4 is the connection metal plate structure schematic diagram of the utility model.
In figure, the correspondence of component names and accompanying drawing number is:
1- shear walls, 2- link blocks, 201- link slots, 3- concrete floors, 4- No.1 bolts, No. bis- bolts of 5-, 6- connect
Connect metallic plate, the upper bolt fixing holes of 601-, bolt fixing hole under 602-.
Specific implementation mode
The embodiment of the utility model is described in further detail with reference to the accompanying drawings and examples.Following embodiment
For illustrating the utility model, but cannot be used for limiting the scope of the utility model.
In the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or more;Term
The orientation of the instructions such as "upper", "lower", "left", "right", "inner", "outside", " front end ", " rear end ", " head ", " tail portion " or position are closed
System is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of describing the present invention and simplifying the description, rather than
Indicate or imply that signified device or element must have a particular orientation, with specific azimuth configuration and operation, therefore cannot
It is construed as a limitation of the present invention.In addition, term " first ", " second ", " third " etc. are used for description purposes only, and cannot
It is interpreted as indicating or implying relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected;It can
Can also be electrical connection to be mechanical connection;It can be directly connected, it can also be indirectly connected through an intermediary.For this
For the those of ordinary skill in field, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
Embodiment:
As shown in attached drawing 1 to attached drawing 4:
Device of the utility model offer for shear wall and concrete floor in connecting building structure, including shear wall 1,
Link block 2, link slot 201, concrete floor 3,4, No. two bolts 5 of No.1 bolt, connection metallic plate 6, upper bolt fixing hole 601
With lower bolt fixing hole 602, the link block 2 is embedded in 1 outer wall of shear wall, and 2 side of link block offers and connected at one
Slot 201, the No.1 bolt 4 through in the upper bolt fixing hole 601 that is opened up of connection metallic plate 6, and No.1 bolt 4 with it is another
It is 20 centimetres that No.1 bolt 4 is spaced at one, and it is 20 that No. two bolts 5 are spaced with the bolt 5 of another place two
Centimetre, 6 top of the connection metallic plate offers bolt fixing hole 601 at three, and connects 6 bottom of metallic plate and offer at three
Lower bolt fixing hole 602.
Wherein, described 4 one end of No.1 bolt is mounted in link block 2, and 4 other end of No.1 bolt is mounted on shear wall 1
Inside, it is specific to act on, link block 2 can be made closely to be embedded in inside shear wall 1 by the intensifying force of itself of No.1 bolt 4, dropped
The size in both low gap both avoids gap excessive so that the later stage is supported concrete floor 3, cause link block 2 with
Shear wall 1 is separated from each other, and influences the safety coefficient of building.
Wherein, No. two bolts 5 are located inside concrete floor 3, and No. two bolts 5 are through connection metallic plate 6 institute
It is specific to act in the lower bolt fixing hole 602 opened up, so that 6 one end of metallic plate is closely fixed on inside concrete floor 3, it is right
3 surrounding of concrete floor is supported reinforcing, improves 3 inherently safe coefficient of concrete floor.
Wherein, the connection metallic plate 6 is L-shaped platy structure, and connects 6 left end of metallic plate and be mounted in link block 2, tool
Body acts on, and the strength that concrete floor 3 can be applied to metallic plate 6 is evenly spread in link block 2, and is passed by link block 2
It is delivered in shear wall 1, avoids single position stress is much from cracking, influence concrete self load bearing effect.
Wherein, 3 one end of the concrete floor is mounted in the link slot 201 that link block 2 is opened up, and concrete floor
3 are mounted on by link block 2 on 1 outer wall of shear wall, specific to act on, and a form is changed to the construction mould of mutual split
Formula, not only reduces engineering difficulty, also removes the later stage easier, improves person works' efficiency.
The specifically used mode of the present embodiment and effect:
In the utility model, link block 2 is first embedded in the shear wall 1 being perfused early period by staff, and is passed through
Multiple No.1 bolts 4 mutually step up link block 2 and shear wall 1, so that link block 2 is bonded with shear wall 1 even closer;Work as connection
After the completion of block 2 is connect with shear wall 1, staff's concrete perfusion floor 3 at 201 position of link slot, and be perfused simultaneously
Reserve lower bolt fixing hole 602;After the perfusion of concrete floor 3 is good, No. two bolts 5 are inserted into lower bolt and fixed by staff
In hole 602, concrete floor 3 is reinforced, you can complete the connection work of shear wall 1 and concrete floor 3.
The embodiments of the present invention provide for the sake of example and description, and are not exhaustively or to incite somebody to action
The utility model is limited to disclosed form.Many modifications and variations are aobvious and easy for the ordinary skill in the art
See.Selection and description embodiment are and to make this field to more preferably illustrate the principles of the present invention and practical application
Those of ordinary skill is it will be appreciated that various embodiments with various modifications of the utility model to design suitable for special-purpose.
Claims (5)
1. the device for shear wall and concrete floor in connecting building structure, it is characterised in that:This is used for connecting building knot
In structure the device of shear wall and concrete floor include shear wall, link block, link slot, concrete floor, No.1 bolt, No. two
Bolt, connection metallic plate, upper bolt fixing hole and lower bolt fixing hole, the link block are embedded in shear wall outer wall, and even
Connect block side and offer link slot at one, the No.1 bolt-through in the upper bolt fixing hole that connection metallic plate is opened up,
And it is 20 centimetres that No.1 bolt is spaced with another place's No.1 bolt, No. two bolts and the bolt of another place two are mutual
Between be divided into 20 centimetres, bolt fixing hole at three is offered at the top of the connection metallic plate, and connect metallic plate bottom and open up
Bolt fixing hole under having at three.
2. the device for shear wall and concrete floor in connecting building structure as described in claim 1, it is characterised in that:Institute
No.1 bolt one end is stated in link block, and the No.1 bolt other end is mounted on inside shear wall.
3. the device for shear wall and concrete floor in connecting building structure as described in claim 1, it is characterised in that:Institute
It states No. two bolts and is located at concrete building intralamellar part, and the lower bolt fixing hole that No. two bolt-throughs are opened up in connection metallic plate
In.
4. the device for shear wall and concrete floor in connecting building structure as described in claim 1, it is characterised in that:Institute
It is L-shaped platy structure to state connection metallic plate, and connects metallic plate left end and be mounted in link block.
5. the device for shear wall and concrete floor in connecting building structure as described in claim 1, it is characterised in that:Institute
Concrete floor one end is stated in the link slot that link block is opened up, and concrete floor is mounted on shearing by link block
On wall outer wall.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201820388504.9U CN207988165U (en) | 2018-03-21 | 2018-03-21 | Device for shear wall and concrete floor in connecting building structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820388504.9U CN207988165U (en) | 2018-03-21 | 2018-03-21 | Device for shear wall and concrete floor in connecting building structure |
Publications (1)
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CN207988165U true CN207988165U (en) | 2018-10-19 |
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CN201820388504.9U Expired - Fee Related CN207988165U (en) | 2018-03-21 | 2018-03-21 | Device for shear wall and concrete floor in connecting building structure |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112049454A (en) * | 2020-09-08 | 2020-12-08 | 王麦玲 | Concrete floor structure with foam concrete |
CN113089914A (en) * | 2021-04-19 | 2021-07-09 | 湖北蓝华铝业有限公司 | Noise-insulation aluminum alloy plate |
-
2018
- 2018-03-21 CN CN201820388504.9U patent/CN207988165U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN112049454A (en) * | 2020-09-08 | 2020-12-08 | 王麦玲 | Concrete floor structure with foam concrete |
CN112049454B (en) * | 2020-09-08 | 2022-04-19 | 瑞森新建筑有限公司 | Concrete floor structure with foam concrete |
CN113089914A (en) * | 2021-04-19 | 2021-07-09 | 湖北蓝华铝业有限公司 | Noise-insulation aluminum alloy plate |
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GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181019 Termination date: 20190321 |
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CF01 | Termination of patent right due to non-payment of annual fee |