CN103806545A - Building precast slab connection reinforcing member - Google Patents
Building precast slab connection reinforcing member Download PDFInfo
- Publication number
- CN103806545A CN103806545A CN201210464196.0A CN201210464196A CN103806545A CN 103806545 A CN103806545 A CN 103806545A CN 201210464196 A CN201210464196 A CN 201210464196A CN 103806545 A CN103806545 A CN 103806545A
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- China
- Prior art keywords
- building
- precast slabs
- reinforcing member
- connection reinforcing
- precast floor
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Abstract
The invention provides a building precast slab connection reinforcing member. A connection reinforcing member placed at the jointing position between precast slabs on a building wall body is metal clamp plates positioned on the precast slabs and arranged up and down; bolts holes matched up and down and capable of being inserted by bolts are formed in two sides of the two metal clamp plates. During use, the two corresponding metal clamp plates are placed on the precast slabs used for a building to be jointed up and down, and the connection of the two jointed precast slabs can be reinforced after bolt packing nuts are inserted into the bolt holes in two sides, so the placed precast slabs can form an integral structure, and the phenomenon of collapsing of the precast slabs easily caused by accidents such as earthquake and the like is effectively avoided.
Description
Technical field
The present invention relates to the girth member using when a kind of building precast floor slab is placed, a kind of building precast floor slab reinforcement by connection part specifically.
Background technology
Building is in the time building, the floor in every layer of house generally all adopts after prefabricated processing and is placed on body of wall and uses, the floor that the floor of this structure has formed every house is all the support of monolithic, two connect between form disconnection state, if while meeting with the unexpected vibrations such as earthquake, will mutually dislocate and collapse at docking location, this gives to live and has left great hidden danger.
Summary of the invention
The object of the invention is to solve the hidden danger of above-mentioned existence, a kind of building precast floor slab reinforcement by connection part is provided, two blocks of precast floor slabs that connect can be carried out to reinforcement by connection, avoiding occurring burst floor unexpected and that the cause phenomenon that collapses.
Technical solution of the present invention comprises body of wall and the precast floor slab of building, and the concrete technical scheme adopting is as follows:
Adopt two metal splints that correspondence is consistent, the docking that two metal splints are placed on respectively to prefabricated building on building wall the upper and lower of position that be connected, be tightened in the both sides of metal splint with bolt, two metal splints are all provided for respectively the corresponding screw of inserting bolt in both sides.
The present invention passes through technique scheme, owing to adopting two metal splints to carry out upper and lower corresponding reinforcement by connection to the docking location of precast floor slab, when use, directly inserting bolt locknut in screw, can allow two blocks of precast floor slabs that connect be connected to overall structure, in the time meeting with the burst accidents such as earthquake, the joint in two prefabricated buildings can not be dislocated and be caving, can effectively solve thus present prefabricated building and build the hidden danger problem staying after building, there is scientific structure, rationally, simply, easy for installation, the overall structure of favourable reinforcing building, the distinguishing features such as the safety factor that raising is lived, extend to universal use in the building construction of various places.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the invention will be further described.
Accompanying drawing is button structural representation of the present invention.
In figure: 1, metal splint, 2, screw, 3, bolt, 4, precast floor slab, 5, body of wall.
The specific embodiment
Shown in accompanying drawing embodiment: precast floor slab 4 is placed on body of wall 5, two blocks of precast floor slabs 4 are the split state that docking disconnects in the centre of body of wall 5, the docking connecting place that two metal splints 1 are positioned at the precast floor slab 4 being placed on body of wall 5 is upper and lower, the both sides of two metal splints 1 are provided with the corresponding screw 2 that coincide up and down, bolt 3 is inserted in screw 2, and the fastening nut of bolt 3 screws reinforcing by below.
When concrete this technology of enforcement, the screw 2 of described metal splint 1 both sides can top aperture be set to the orifice structure of recessed countersunk head band draw-in groove, and the bolt 3 of the consistent countersunk head band fixture block bolt head of supporting correspondence, when installation, dormant bolt head directly falls into recessed countersunk head band draw-in groove screw 2, top forms the plane concordant with metal splint 1, nut directly below screw in packing and can fix.
Claims (1)
1. a building precast floor slab reinforcement by connection part, comprise body of wall (5) and the precast floor slab (4) of building, it is characterized in that: for being to be placed on the upper and lower corresponding metal splint (1) arranging of precast floor slab (4) by the reinforcement by connection part that is placed on upper precast floor slab (4) docking of building wall (5) connecting place, be provided with the screw (2) corresponding, can inserting bolt (3) that coincide up and down in the both sides of two metal splints (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210464196.0A CN103806545A (en) | 2012-11-03 | 2012-11-03 | Building precast slab connection reinforcing member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210464196.0A CN103806545A (en) | 2012-11-03 | 2012-11-03 | Building precast slab connection reinforcing member |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103806545A true CN103806545A (en) | 2014-05-21 |
Family
ID=50703891
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201210464196.0A Pending CN103806545A (en) | 2012-11-03 | 2012-11-03 | Building precast slab connection reinforcing member |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103806545A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060450A (en) * | 2017-05-05 | 2017-08-18 | 江苏南京热电工程设计院有限责任公司 | A kind of composite modularization storing canopy |
| CN107165459A (en) * | 2017-05-05 | 2017-09-15 | 江苏南京热电工程设计院有限责任公司 | A kind of modular construction method of composite storing canopy |
| CN107269083A (en) * | 2017-05-05 | 2017-10-20 | 江苏南京热电工程设计院有限责任公司 | A kind of composite and steel construction mixing super-span storing canopy and its method of construction |
| CN113775042A (en) * | 2021-10-11 | 2021-12-10 | 和能人居科技(天津)集团股份有限公司 | Bolt connecting structure of box plate type building, box plate type steel structure building and construction method of box plate type steel structure building |
| CN113775064A (en) * | 2021-10-11 | 2021-12-10 | 和能人居科技(天津)集团股份有限公司 | Vibration reduction connecting structure of box plate type building, box plate type steel structure building and construction method of box plate type steel structure building |
-
2012
- 2012-11-03 CN CN201210464196.0A patent/CN103806545A/en active Pending
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107060450A (en) * | 2017-05-05 | 2017-08-18 | 江苏南京热电工程设计院有限责任公司 | A kind of composite modularization storing canopy |
| CN107165459A (en) * | 2017-05-05 | 2017-09-15 | 江苏南京热电工程设计院有限责任公司 | A kind of modular construction method of composite storing canopy |
| CN107269083A (en) * | 2017-05-05 | 2017-10-20 | 江苏南京热电工程设计院有限责任公司 | A kind of composite and steel construction mixing super-span storing canopy and its method of construction |
| CN107165459B (en) * | 2017-05-05 | 2019-11-12 | 江苏南京热电工程设计院有限责任公司 | A kind of modular construction method of composite material storing canopy |
| CN107060450B (en) * | 2017-05-05 | 2020-02-14 | 江苏南京热电工程设计院有限责任公司 | Combined material modularization storage canopy |
| CN113775042A (en) * | 2021-10-11 | 2021-12-10 | 和能人居科技(天津)集团股份有限公司 | Bolt connecting structure of box plate type building, box plate type steel structure building and construction method of box plate type steel structure building |
| CN113775064A (en) * | 2021-10-11 | 2021-12-10 | 和能人居科技(天津)集团股份有限公司 | Vibration reduction connecting structure of box plate type building, box plate type steel structure building and construction method of box plate type steel structure building |
| CN113775064B (en) * | 2021-10-11 | 2022-11-29 | 和能人居科技(天津)集团股份有限公司 | Vibration reduction connecting structure of box plate type building, box plate type steel structure building and construction method of box plate type steel structure building |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140521 |