CN206768835U - Supporting construction - Google Patents
Supporting construction Download PDFInfo
- Publication number
- CN206768835U CN206768835U CN201720581534.7U CN201720581534U CN206768835U CN 206768835 U CN206768835 U CN 206768835U CN 201720581534 U CN201720581534 U CN 201720581534U CN 206768835 U CN206768835 U CN 206768835U
- Authority
- CN
- China
- Prior art keywords
- pile
- support
- support pile
- mixing
- supporting construction
- 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
Links
Landscapes
- Foundations (AREA)
Abstract
The utility model discloses a kind of supporting construction, including mixing pile, also include the first support pile on the inside of mixing pile, the upper end of the mixing pile is connected with straining beam, first support pile is combined closely with mixing pile, the upper end of first support pile is connected with the first Guan Liang, is connected with support beam on the inside of the upper end of first support pile, described straining beam, the first Guan Liang and support beam are combined as a whole.The structural strength of supporting construction of the present utility model is good, good water-proof effect.
Description
Technical field
It the utility model is related to building structure technology field, more particularly to a kind of supporting construction.
Background technology
Foundation ditch is before excavation, it usually needs establishes building enclosure, to reach earth-retaining, the purpose of dash, building enclosure can
In the form of being diaphragm wall, steel panel or mixing pile.Traditional mixing pile unit bulk head water retaining, its structural strength be not it is very strong,
And waterproof effect is nor very well.
Utility model content
The purpose of this utility model is to provide a kind of supporting construction, and structural strength is good, good water-proof effect.
To achieve the above object, the utility model provides a kind of supporting construction, including mixing pile, in addition to is located at mixing pile
First support pile of inner side, the upper end of the mixing pile are connected with straining beam, and first support pile is combined closely with mixing pile, institute
The upper end for stating the first support pile is connected with the first Guan Liang, and support beam is connected with the inside of the upper end of first support pile, described
Straining beam, the first Guan Liang and support beam are combined as a whole.
As further improvement of the utility model, the length of first support pile is more than the length of mixing pile, described
The top surface of mixing pile and the either flush of straining beam, the top surface of first support pile are connected the bottom surface of the first Guan Liang.
Further improved as of the present utility model, include being located at the second support pile on the outside of mixing pile, described the
The upper end of two support piles is connected with the second Guan Liang, and second Guan Liang and straining beam are combined as a whole, and second support pile passes through
Straining beam is separated with mixing pile, and the length of second support pile is consistent with the length of the first support pile, and second supporting
The bottom of stake is concordant with the bottom of the first support pile.
Further being improved as of the present utility model, first support pile and the second support pile are AB type pile tubes,
Length is 15m, and wall thickness is 0.11m, and diameter is 0.6m, is embedded into the depth within ground and is no less than 8.8m, a row
The centre-to-centre spacing of the support pile of adjacent two first in first support pile and one it ranked second adjacent two in support pile
The centre-to-centre spacing of two support piles is 0.8m.
Further improved as of the present utility model, the length of the mixing pile is 13.5m, a diameter of 0.8m, a row
The centre-to-centre spacing of adjacent two mixing pile in mixing pile is 0.55m.
Compared with prior art, supporting construction of the present utility model has the beneficial effect that：
(1) said structure, good water-proof effect are used, and intensity is good.
It will be become more fully apparent by following description and with reference to accompanying drawing, the utility model, these accompanying drawings are used to explain this
The embodiment of utility model.
Brief description of the drawings
Fig. 1 is the profile of supporting construction.
Fig. 2 is the plan of supporting construction.
Embodiment
Embodiment of the present utility model described with reference now to accompanying drawing, similar element numbers represent similar member in accompanying drawing
Part.
Fig. 1-2 is refer to, described supporting construction includes mixing pile 1, in addition to the first supporting positioned at the inner side of mixing pile 1
Stake 2, the upper end of the mixing pile 1 is connected with straining beam 3, and first support pile 2 is combined closely with mixing pile 1, described first
The upper end of fender pile 2 is connected with the first Guan Liang 4, and support beam 5, described straining beam are connected with the inside of the upper end of first support pile 2
3rd, the first Guan Liang 4 and support beam 5 are combined as a whole.The length of first support pile 2 is more than the length of mixing pile 1, described to stir
The top surface of stake 1 and the either flush of straining beam 3 are mixed, the top surface of first support pile 2 is connected the bottom surface of the first Guan Liang 4.Also include
The second support pile 6 positioned at the outside of mixing pile 1, the upper end of second support pile 6 are connected with the second Guan Liang 7, second hat
Beam 7 and straining beam 3 are combined as a whole, and second support pile 6 is separated by straining beam 6 and mixing pile 4, second support pile 6
Length it is consistent with the length of the first support pile 2, and the bottom of second support pile 6 is concordant with the bottom of the first support pile 2,
So that overall construction intensity is more preferable, structure is more firm.The support pile 6 of first support pile 2 and second is AB type pipes
Stake, length is 15m, and wall thickness is 0.11m, and diameter is 0.6m, is embedded into the depth within ground and is no less than 8.8m, and one
It ranked first the centre-to-centre spacing of the first support pile of adjacent two 2 in support pile and one ranked second adjacent two in support pile
The centre-to-centre spacing of second support pile 6 is 0.8m, so that overall structure consolidates.The length of the mixing pile 1 is 13.5m, directly
Footpath is 0.8m, and the centre-to-centre spacing of adjacent two mixing pile 1 in row's mixing pile is 0.55m, so that overall structure consolidates.
After employing said structure, it may be such that the structural strength of supporting construction is more preferable, waterproof effect is more preferable.
The utility model is described above in association with most preferred embodiment, but the utility model is not limited to the above and taken off
The embodiment shown, and the various modifications carried out according to essence of the present utility model, equivalent combinations should be covered.
Claims (5)
1. a kind of supporting construction, including mixing pile, it is characterised in that：Also include the first support pile on the inside of mixing pile, institute
The upper end for stating mixing pile is connected with straining beam, and first support pile is combined closely with mixing pile, the upper end of first support pile
The first Guan Liang is connected with, support beam, described straining beam, the first Guan Liang and support are connected with the inside of the upper end of first support pile
Beam is combined as a whole.
2. supporting construction as claimed in claim 1, it is characterised in that：The length of first support pile is more than the length of mixing pile
Degree, the top surface of the mixing pile and the either flush of straining beam, the top surface of first support pile are connected the bottom surface of the first Guan Liang.
3. supporting construction as claimed in claim 2, it is characterised in that：Also include the second support pile on the outside of mixing pile,
The upper end of second support pile is connected with the second Guan Liang, and second Guan Liang and straining beam are combined as a whole, second supporting
Stake is separated by straining beam and mixing pile, and the length of second support pile is consistent with the length of the first support pile, and described the
The bottom of two support piles is concordant with the bottom of the first support pile.
4. supporting construction as claimed in claim 3, it is characterised in that：First support pile and the second support pile are AB types
Pile tube, length are 15m, and wall thickness is 0.11m, and diameter is 0.6m, is embedded into the depth within ground and is no less than 8.8m,
One ranked first the centre-to-centre spacing of the support pile of adjacent two first in support pile and one ranked second adjacent two in support pile
The centre-to-centre spacing of individual second support pile is 0.8m.
5. supporting construction as claimed in claim 3, it is characterised in that：The length of the mixing pile is 13.5m, a diameter of
0.8m, the centre-to-centre spacing of adjacent two mixing pile in row's mixing pile is 0.55m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720581534.7U CN206768835U (en) | 2017-05-23 | 2017-05-23 | Supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720581534.7U CN206768835U (en) | 2017-05-23 | 2017-05-23 | Supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206768835U true CN206768835U (en) | 2017-12-19 |
Family
ID=60639033
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720581534.7U Expired - Fee Related CN206768835U (en) | 2017-05-23 | 2017-05-23 | Supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206768835U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059885A (en) * | 2017-05-23 | 2017-08-18 | 梁美欣 | Supporting construction |
-
2017
- 2017-05-23 CN CN201720581534.7U patent/CN206768835U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059885A (en) * | 2017-05-23 | 2017-08-18 | 梁美欣 | Supporting construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103074898B (en) | Multi-row pile foundation pit support structure and construction method thereof | |
| CN203684230U (en) | Prefabricated double-row pile structure | |
| CN202323962U (en) | Composite supporting structure of drainage pipe pile and soil nailing wall | |
| CN201520969U (en) | Prefabricated hollow diaphragm wall body | |
| CN104863177A (en) | Composite retaining wall structure and construction method thereof | |
| CN102888848A (en) | Supporting structure for controlling stability of foundation ditch | |
| CN206768835U (en) | Supporting construction | |
| CN207525758U (en) | A kind of reinforced Structure About Soldier Pile | |
| CN207159983U (en) | A kind of soft clay area building lot structure of cement mixing method combination Pulling-Resistant Anchor Rod | |
| CN203129176U (en) | Moistureproof wall structure | |
| CN107975043A (en) | Foundation pit supporting construction and underground structure, basic integrated structure | |
| CN206337556U (en) | A kind of grouting behind shaft or drift lining Prefabricated hollow pile | |
| CN104594360A (en) | Composite double-row pile foundation pit supporting structure | |
| CN210621687U (en) | External claw type non-grouting soil nail | |
| CN205591212U (en) | Multi -functional precast tubular pile | |
| CN204645058U (en) | A kind ofly be provided with the H type Double-row-piles Structure adding core rotary churning pile | |
| CN207812457U (en) | Foundation pit supporting construction and underground structure, basic integrated structure | |
| CN203440821U (en) | Closed type barrel supporting structure | |
| CN107059885A (en) | Supporting construction | |
| CN206736900U (en) | Pilework | |
| CN204875811U (en) | Combined type multirow stake underground structure | |
| CN211817478U (en) | Four-way drainage joint for siphon drainage of planted roof | |
| CN207700198U (en) | A kind of advanced support supporting construction | |
| CN208899489U (en) | A kind of partitioned organization of control deep big foundation pit deformation | |
| CN202298627U (en) | Foundation pit supporting structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| 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: 20171219 Termination date: 20180523 |