CN205348833U - Shear force wall and girder steel combination system of underpining of shearing and bearing - Google Patents
Shear force wall and girder steel combination system of underpining of shearing and bearing Download PDFInfo
- Publication number
- CN205348833U CN205348833U CN201620137230.7U CN201620137230U CN205348833U CN 205348833 U CN205348833 U CN 205348833U CN 201620137230 U CN201620137230 U CN 201620137230U CN 205348833 U CN205348833 U CN 205348833U
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- CN
- China
- Prior art keywords
- girder steel
- steel combination
- shear wall
- shearing resistance
- building
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- Expired - Fee Related
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Abstract
The utility model provides a shear force wall and girder steel combination system of underpining of shearing and bearing, is including underpining roof beam, walking track and thrustor, and a shear force wall and girder steel combination system of underpining of shearing and bearing still protects frame and frame post bearer bar including the building body, and the building body is protected frame, frame post bearer bar and is underpined the roof beam rigid coupling. The utility model discloses simple structure, design benefit sets up protection device to building framework's load bearing wall and heel post, when the building translation, makes building security when the translation higher, improves translation efficiency.
Description
Technical field
This utility model belongs to building trade, and the shear wall and the girder steel combination that are specifically related to a kind of shearing resistance carrying underpin system.
Background technology
The ultimate principle of building integral shift technology is exactly arrange underpinning structure in top or the bottom on building basis, ground arranges walking track, utilize underpinning structure to undertake upper load, then under underpinning structure, the superstructure of building is separated with former basis, under the effect of horizontal drag force or jacking force, make transform beams that building passes through to be arranged on underpinning structure along lower railway beam relative movement.
Underpining is one of the key link of building translation technology, and underpining of structure is applied in a large amount of engineerings, is the key technology of translation success or not to the Underpinning of building.Existing underpining is all that bottom at building arranges underpinning structure, structure trunk is not effectively reinforced, time-consuming longer when carrying out building translation, and in translation motion, the protection of building is complete, easily causes danger.
Utility model content
In order to solve the problems referred to above, this utility model provides shear wall and the girder steel combination of a kind of shearing resistance carrying
Underpining system, its object is to: when building translation, protection device set up by load bearing wall and load-bearing pillar to structure trunk, makes building safety when translation higher, improves translation efficiency.
This utility model technical solution:
Shear wall and the girder steel combination of a kind of shearing resistance carrying underpin system; including transform beams, walking track and thrustor; it is characterized in that: the shear wall of described a kind of shearing resistance carrying and girder steel combination underpin system and also include building body protection housing and frame column bearer bar, and building body protection housing, frame column bearer bar and transform beams are affixed.
Described building body protection housing and frame column bearer bar are made up of N root girder steel.
The concrete filled in framework that described girder steel is made up of steel plate and framework is constituted.
Described framework is additionally provided with the through-wall bolt of " ten " font.
Described steel plate thickness is 8-12mm.
Described concrete adopts C30 pea gravel concreten.
Described building body protection housing and transform beams junction are provided with pushing tow pad.
Described building body protection housing and frame column bearer bar are provided with cross reinforcing.
Described walking track is made up of N number of unit track, N >=2.
Described unit track is made up of roll shaft and contiguous block.
This utility model beneficial effect:
This utility model simple in construction, designs ingenious, and protection device set up by load bearing wall and load-bearing pillar to structure trunk, when building translation, makes building safety when translation higher, improves translation efficiency.
Accompanying drawing explanation
Fig. 1 is this utility model structural representation.
Fig. 2 is this utility model left view structural representation.
Fig. 3 is this utility model steel beam structure schematic diagram.
Detailed description of the invention
Below in conjunction with drawings and Examples, this utility model is described further.
Shear wall and the girder steel combination of a kind of shearing resistance carrying underpin system, including transform beams 1, walking track 2 and thrustor 3, building body protection housing 4 and frame column bearer bar 5, building body protection housing 4, frame column bearer bar 5 and transform beams 1 are affixed, building body protection housing 4 and frame column bearer bar 5 are made up of N root girder steel, the concrete filled in framework that girder steel 6 is made up of steel plate and framework is constituted, framework is additionally provided with the through-wall bolt 7 of " ten " font, steel plate thickness is 8-12mm, concrete adopts C30 pea gravel concreten, building body protection housing 5 and transform beams 1 junction are provided with pushing tow pad 8, building body protection housing 4 and frame column bearer bar 5 are provided with cross reinforcing 9, walking track 2 is made up of N number of unit track 10, unit track 10 is made up of roll shaft 11 and contiguous block 12.
Specific works process:
During translation building, first with multiple jack load bearing wall from building and load-bearing pillar jack-up, in the bottom of building, transform beams 1 is set, load bearing wall peripheral hardware at building sets up building body protection housing 4, load-bearing pillar arranges frame column bearer bar 5, walking track 2 is laid bottom transform beams, walking track 2 is made up of N number of unit track 10, unit track 10 is made up of roll shaft 11 and contiguous block 12, then use thrustor 3 by the pushing tow pad of building body protection housing 4 and transform beams 1 junction building translation, when making building move safer, in hgher efficiency, N number of unit track 10 is replaceable use, reduce the waste of resource.
To sum up, this utility model produces a desired effect.
Claims (10)
1. the shear wall of shearing resistance carrying and girder steel combination underpin system; including transform beams, walking track and thrustor; it is characterized in that: the shear wall of described a kind of shearing resistance carrying and girder steel combination underpin system and also include building body protection housing and frame column bearer bar, and building body protection housing, frame column bearer bar and transform beams are affixed.
2. a kind of shearing resistance carries according to claim 1 shear wall and girder steel combination underpin system, it is characterised in that described in: building body protection housing and frame column bearer bar are made up of N root girder steel.
3. the shear wall of a kind of shearing resistance carrying according to claim 1 and girder steel combination underpin system, it is characterised in that described in: the concrete filled in framework that girder steel is made up of steel plate and framework is constituted.
4. a kind of shearing resistance carries according to claim 3 shear wall and girder steel combination underpin system, it is characterised in that described in: framework is additionally provided with the through-wall bolt of " ten " font.
5. a kind of shearing resistance carries according to claim 3 shear wall and girder steel combination underpin system, it is characterised in that described in: steel plate thickness is 8-12mm.
6. a kind of shearing resistance carries according to claim 3 shear wall and girder steel combination underpin system, it is characterised in that described in: concrete adopts C30 pea gravel concreten.
7. a kind of shearing resistance carries according to claim 1 shear wall and girder steel combination underpin system, it is characterised in that described in: building body protection housing and transform beams junction are provided with pushing tow pad.
8. a kind of shearing resistance carries according to claim 1 shear wall and girder steel combination underpin system, it is characterised in that described in: building body protection housing and frame column bearer bar are provided with cross reinforcing.
9. a kind of shearing resistance carries according to claim 1 shear wall and girder steel combination underpin system, it is characterised in that described in: walking track is made up of N number of unit track, N >=2.
10. a kind of shearing resistance carries according to claim 9 shear wall and girder steel combination underpin system, it is characterised in that described in: unit track is made up of roll shaft and contiguous block.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620137230.7U CN205348833U (en) | 2016-02-24 | 2016-02-24 | Shear force wall and girder steel combination system of underpining of shearing and bearing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620137230.7U CN205348833U (en) | 2016-02-24 | 2016-02-24 | Shear force wall and girder steel combination system of underpining of shearing and bearing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205348833U true CN205348833U (en) | 2016-06-29 |
Family
ID=56183830
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620137230.7U Expired - Fee Related CN205348833U (en) | 2016-02-24 | 2016-02-24 | Shear force wall and girder steel combination system of underpining of shearing and bearing |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205348833U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760619A (en) * | 2016-12-23 | 2017-05-31 | 河北省建筑科学研究院 | A kind of building translation apparatus and its construction method |
| CN106836843A (en) * | 2017-02-21 | 2017-06-13 | 河海大学 | A kind of detachable steel underpinning device and application process for armored concrete original post |
-
2016
- 2016-02-24 CN CN201620137230.7U patent/CN205348833U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106760619A (en) * | 2016-12-23 | 2017-05-31 | 河北省建筑科学研究院 | A kind of building translation apparatus and its construction method |
| CN106760619B (en) * | 2016-12-23 | 2019-03-05 | 河北省建筑科学研究院 | A kind of building translation apparatus and its construction method |
| CN106836843A (en) * | 2017-02-21 | 2017-06-13 | 河海大学 | A kind of detachable steel underpinning device and application process for armored concrete original post |
| CN106836843B (en) * | 2017-02-21 | 2019-05-03 | 河海大学 | A kind of detachable steel underpinning device and application method for armored concrete original column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| 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: 20160629 Termination date: 20170224 |