CN207620428U - The Sliding Structures of building - Google Patents
The Sliding Structures of building Download PDFInfo
- Publication number
- CN207620428U CN207620428U CN201721390799.5U CN201721390799U CN207620428U CN 207620428 U CN207620428 U CN 207620428U CN 201721390799 U CN201721390799 U CN 201721390799U CN 207620428 U CN207620428 U CN 207620428U
- Authority
- CN
- China
- Prior art keywords
- concrete joist
- building
- concrete
- joist
- sliding structures
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The utility model discloses a kind of Sliding Structures of building, it is characterized in that in building frame column following settings concrete joist, build floor is poured between building frame column, concrete joist following settings steel spin, the center of steel spin is corresponding with the axle center of the frame column on top, steel spin and pre-embedded steel slab weld connection, pre-embedded steel slab is embedded in concrete joist in advance, indwelling preformed hole among concrete joist, hauling rope is worn in concrete joist preformed hole, hauling rope couples with towing plate, and towing plate is bolted on concrete joist side.
Description
Technical field
The utility model is related to a kind of Sliding Structures of building, are suitable for building field.
Background technology
The traditional construction mode of building is first constructed basement, then builds superstructure, since basement is related to soil
Side is excavated, and earth excavation will be done temporary support structures and be also required to the regular hour using supporting construction as guarantee, and basement is mixed
Solidifying soil curing time is also longer, therefore basement construction will take a substantial amount of time.It is applied if synchronized during building basement
Work superstructure will necessarily save a large amount of engineering times.How to make building is securely and reliably that engineering staff wants in slipping
The project faced.
Utility model content
The utility model is to provide a kind of Sliding Structures of building, solve in the prior art building in slipping
Safe and reliable problem.
The utility model in building frame column following settings concrete joist, concrete joist height is 300~
350mm, concrete joist width are 250~300mm, and build floor is poured between building frame column, forms horizontally-supported, concrete
Joist following settings steel spin, steel ball diameters are 70~90mm, and the center of steel spin is opposite with the axle center of the frame column on top
It answers, steel spin and pre-embedded steel slab weld connection, pre-embedded steel slab is embedded in concrete joist in advance, and pre-embedded steel slab thickness is 15~18mm,
Indwelling preformed hole among concrete joist, preformed hole a diameter of 30~40mm wear hauling rope in concrete joist preformed hole, lead
Straw line couples with towing plate, and towing plate is bolted on concrete joist side.Traditional hauling rope is fixed on concrete
The bail of joist front end, concrete joist are possible to destroy because local tensile capacity is insufficient.The utility model will be drawn
Rope is fixed to by towing plate on concrete joist through behind building, and traction plate suqare is much greater with respect to bail, can
To alleviate concentration of local stress significantly.The power that another aspect towing plate is applied to concrete joist is pressure, and traditional bail is applied
The power for being added on concrete joist is pulling force, and concrete anti-compression ability is obviously eager to excel much than tensile capacity, therefore the utility model
It is survivable relative to traditional scheme.
The utility model mechanical property is good, and progress is fast.
Description of the drawings
Fig. 1 is the Sliding Structures schematic diagram of building.
1, steel spin, 2, pre-embedded steel slab, 3, concrete joist, 4, frame column, 5, floor, 6, hauling rope, 7, towing plate.
Specific implementation mode
The present embodiment is described in detail below in conjunction with attached drawing.
Embodiment
For the present embodiment in 4 following settings concrete joist 3 of building frame column, 3 height of concrete joist is 350mm, is mixed
3 width of solidifying soil joist is 300mm, build floor 5 is poured between building frame column 4, formation is horizontally-supported, below concrete joist 3
Steel spin 1 is set, and 1 a diameter of 80mm of steel spin, the center of steel spin 1 is corresponding with the axle center of frame column 4 on top, steel spin
1 is embedded in concrete joist 3 in advance with 2 weld connection of pre-embedded steel slab, pre-embedded steel slab 2, and 2 thickness of pre-embedded steel slab is 18mm, concrete support
3 intermediate indwelling preformed hole of beam, preformed hole a diameter of 35mm wear hauling rope 6 in 3 preformed hole of concrete joist, hauling rope 6 with lead
Corbel back slab 7 couples, and towing plate 7 is bolted on 3 side of concrete joist.
Claims (5)
1. a kind of Sliding Structures of building, it is characterized in that in building frame column following settings concrete joist, building frame
Build floor, concrete joist following settings steel spin, the axle center phase at the center of steel spin and the frame column on top are poured between trestle
Corresponding, steel spin and pre-embedded steel slab weld connection, pre-embedded steel slab are embedded in concrete joist in advance, and indwelling is reserved among concrete joist
Hole wears hauling rope in concrete joist preformed hole, and hauling rope couples with towing plate, and towing plate is bolted on concrete
Joist side.
2. the Sliding Structures of building according to claim 1, it is characterized in that concrete joist height is 300~350mm,
Concrete joist width is 250~300mm.
3. the Sliding Structures of building according to claim 1, it is characterized in that steel ball diameters are 70~90mm.
4. the Sliding Structures of building according to claim 1, it is characterized in that pre-embedded steel slab thickness is 15~18mm.
5. the Sliding Structures of building according to claim 1, it is characterized in that a diameter of 30~40mm of preformed hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721390799.5U CN207620428U (en) | 2017-10-26 | 2017-10-26 | The Sliding Structures of building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721390799.5U CN207620428U (en) | 2017-10-26 | 2017-10-26 | The Sliding Structures of building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207620428U true CN207620428U (en) | 2018-07-17 |
Family
ID=62826549
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721390799.5U Expired - Fee Related CN207620428U (en) | 2017-10-26 | 2017-10-26 | The Sliding Structures of building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207620428U (en) |
-
2017
- 2017-10-26 CN CN201721390799.5U patent/CN207620428U/en not_active Expired - Fee Related
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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: 20180717 Termination date: 20181026 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |