CN207794098U - Supporting construction is supportted in a kind of oblique throwing convenient for construction of bottom plates - Google Patents
Supporting construction is supportted in a kind of oblique throwing convenient for construction of bottom plates Download PDFInfo
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- CN207794098U CN207794098U CN201721923641.XU CN201721923641U CN207794098U CN 207794098 U CN207794098 U CN 207794098U CN 201721923641 U CN201721923641 U CN 201721923641U CN 207794098 U CN207794098 U CN 207794098U
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- support
- construction
- stake
- supportted
- oblique
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Abstract
The utility model is related to Base hole supporting technology fields, and supporting construction is supportted more particularly, to a kind of oblique throwing convenient for construction of bottom plates.It is a kind of tiltedly to throw support supporting construction, include the support pile being arranged around margin of foundation pit, connect the Guan Liang of support pile, support stake is equipped in foundation pit on the inside of support pile, the top absolute altitude of stake is supported to be higher than basement base surface absolute altitude, the bottom end of support stake is stretched into the soil layer below basement bottom board, is tiltedly thrown support both ends and is connect respectively with Guan Liang and support stake.Compared with prior art, the utility model is disposed with for offsetting the support stake for tiltedly throwing support active force, using independent anchor pier, it needs not wait for again to be arranged after basement bottom board pours and tiltedly throws support, simplify working procedure, difficulty of construction is reduced, the construction time has been saved, to improve the safety of foundation pit.
Description
Technical field
The utility model is related to Base hole supporting technology fields, and supporting is supportted more particularly, to a kind of oblique throwing convenient for construction of bottom plates
Structure.
Background technology
With the development of economy, the quickening of urbanization paces, people are to underground space development and utilize increasingly extensive, building
The features such as " big, deep, tight, close " is presented in base pit engineering, and support theory also develops to deformation from traditional strength control designing axiom
Control design case is theoretical.For large-scale deep-foundation pit engineering, traditional form of going along with sb. to guard him has drawing anchor and integral level support, draws anchor class group
Conjunction form is often limited to engineering land red-line and periphery underground utilities, and integral level support construction is unfavorable for shoveling and economy
It is poor.And support structure flexible arrangement is tiltedly thrown, facilitate intermediate earth excavation and basement construction, and shorten the construction period, reduce cost, has
There is apparent economy.
, need to be after the completion of basement internal backplane pour since supporting construction is supportted in existing oblique throwing, one end is supported on underground
On the bottom plate of room, the entire work progress time is long, and complex procedures, technique is cumbersome, larger for the safety effects of foundation pit.
Utility model content
In view of the above-mentioned problems, the utility model provides a kind of oblique throwing support supporting knot simple in structure, convenient for construction of bottom plates
Structure solves problems of the prior art.
To achieve the above object, the technical solution of the utility model is specific as follows：
Supporting construction, including foundation pit are supportted in a kind of oblique throwing convenient for construction of bottom plates, special around the support pile of margin of foundation pit setting
Sign is：Support pile top is fixedly connected with Guan Liang, and what is be spaced in the foundation pit is equipped with support stake, and the top absolute altitude of the support stake is high
The face absolute altitude of base plate of foundation pit when pouring base plate of foundation pit, support stake bottom end are stretched into the soil layer below bottom plate, the support stake top end
It is fixedly connected with anchor pier, inclined oblique throwing support is fixedly connected between the anchor pier and the Guan Liang.
Preferably, the oblique throwing timbering matter is H profile steel or steel pipe or armored concrete.
Preferably, oblique throwing support both ends are that high-intensity welding or concrete pour with Guan Liang and the connection type of anchor pier
It builds.
Preferably, oblique throwing support, support stake, anchor pier are generally aligned in the same plane.
Preferably, the spacing between the support stake is identical.
Supporting construction is supportted in a kind of oblique throwing convenient for construction of bottom plates according to claim 1, it is characterised in that：Described
To support stake be bored concrete pile or piling bar the utility model has the beneficial effects that：Compared with prior art, the utility model arrangement is useful
In offsetting the support stake for tiltedly throwing support active force, using independent anchor pier, needs not wait for and be arranged again after basement bottom board pours tiltedly
Support is thrown, working procedure is simplified, reduces difficulty of construction, saved the construction time, to improve the safety of foundation pit.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
Specific implementation mode
The utility model is further described below in conjunction with the accompanying drawings：
As shown in Figure 1, supporting construction is supportted in a kind of oblique throwing convenient for construction of bottom plates, include the support pile being arranged around margin of foundation pit
1, the Guan Liang 2 of support pile is connected, what 1 inside of support pile was spaced is equipped with several support stakes 3, supports the top absolute altitude of stake 3 above Ground
6 face absolute altitude of lower room bottom plate, 3 bottom end of support stake are stretched into the soil layer of 6 lower section of basement bottom board, and anchor is equipped on the top of support stake 3
Pier 4,2 position of Guan Liang is equipped with oblique the throwings support 5 tilted down on support pile 1, tiltedly throws and supports 5 lower end and pass through anchor pier 4 and support 3 phase of stake
Connection.The oblique throwing support 5 is that high-intensity welding or concrete are effectively connect with Guan Liang 2, the connection type of anchor pier 4.
Wherein, it is described it is oblique throw support 5 material be H profile steel, steel pipe or armored concrete, can be according to bearing capacity size in calculating
Carry out selection.
Preferably, it tiltedly throws support 5, support stake 5, the arrangement spacing of anchor pier 4 identical, and in the same plane, correspond.
Further, the support stake 5 is grout pile or piling bar, can be selected according to bearing capacity size in calculating
Material.
The utility model, which needs not wait for be arranged after basement bottom board pours, tiltedly throws support, using independent anchor pier, and arranges
It is useful for offsetting the support stake for tiltedly throwing support active force, simplifies working procedure, reduce difficulty of construction, saved the construction time,
To improve the safety of foundation pit.
Embodiment of above is merely to illustrate the utility model, and is not limitation of the utility model, related technology neck
The those of ordinary skill in domain, on the premise of not departing from the spirit and scope of the utility model the utility model also have various change
And improvement, these various changes and improvements fall within the scope of the claimed invention.The utility model requires protection scope
It is defined by appended claims and its equivalent.
Claims (6)
1. supporting construction, including foundation pit are supportted in a kind of oblique throwing convenient for construction of bottom plates, around the support pile of margin of foundation pit setting, feature
It is：Support pile top is fixedly connected with Guan Liang, and what is be spaced in the foundation pit is equipped with support stake, and the top absolute altitude of the support stake is higher than
The face absolute altitude of base plate of foundation pit when pouring base plate of foundation pit, support stake bottom end are stretched into the soil layer below bottom plate, and the support stake top end is solid
Surely it is connected with anchor pier, inclined oblique throwing support is fixedly connected between the anchor pier and the Guan Liang.
2. supporting construction is supportted in a kind of oblique throwing convenient for construction of bottom plates according to claim 1, it is characterised in that：Described is oblique
It is H profile steel or steel pipe or armored concrete to throw timbering matter.
3. supporting construction is supportted in a kind of oblique throwing convenient for construction of bottom plates according to claim 1, it is characterised in that：Described is oblique
It is high-intensity welding or concreting that support both ends, which are thrown, with Guan Liang and the connection type of anchor pier.
4. supporting construction is supportted in a kind of oblique throwing convenient for construction of bottom plates according to claim 1, it is characterised in that：Described is oblique
It throws support, stake, anchor pier is supported to be generally aligned in the same plane.
5. supporting construction is supportted in a kind of oblique throwing convenient for construction of bottom plates according to claim 1, it is characterised in that：The branch
The spacing supportted between stake is identical.
6. supporting construction is supportted in a kind of oblique throwing convenient for construction of bottom plates according to claim 1, it is characterised in that：The branch
It is bored concrete pile or piling bar to support stake.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721923641.XU CN207794098U (en) | 2017-12-31 | 2017-12-31 | Supporting construction is supportted in a kind of oblique throwing convenient for construction of bottom plates |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721923641.XU CN207794098U (en) | 2017-12-31 | 2017-12-31 | Supporting construction is supportted in a kind of oblique throwing convenient for construction of bottom plates |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207794098U true CN207794098U (en) | 2018-08-31 |
Family
ID=63277208
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721923641.XU Expired - Fee Related CN207794098U (en) | 2017-12-31 | 2017-12-31 | Supporting construction is supportted in a kind of oblique throwing convenient for construction of bottom plates |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207794098U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501772A (en) * | 2020-04-10 | 2020-08-07 | 深圳市地质环境研究院有限公司 | Construction method for supporting and protecting piles by combining grouting with steel pipes in SMW (soil mixing wall) construction method |
-
2017
- 2017-12-31 CN CN201721923641.XU patent/CN207794098U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111501772A (en) * | 2020-04-10 | 2020-08-07 | 深圳市地质环境研究院有限公司 | Construction method for supporting and protecting piles by combining grouting with steel pipes in SMW (soil mixing wall) construction method |
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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: 20180831 Termination date: 20201231 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |