CN107059885A - Supporting construction - Google Patents
Supporting construction Download PDFInfo
- Publication number
- CN107059885A CN107059885A CN201710367828.4A CN201710367828A CN107059885A CN 107059885 A CN107059885 A CN 107059885A CN 201710367828 A CN201710367828 A CN 201710367828A CN 107059885 A CN107059885 A CN 107059885A
- 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.)
- Pending
Links
- 238000010276 construction Methods 0.000 title claims abstract description 18
- 230000000694 effects Effects 0.000 abstract description 5
- 238000003756 stirring Methods 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
The invention discloses a kind of supporting construction, including mixing pile, also include being located at 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 inside of the first Guan Liang, the upper end of first support pile and is connected with support beam, and described straining beam, the first Guan Liang and support beam is combined as a whole.The structural strength of the supporting construction of the present invention is good, good water-proof effect.
Description
Technical field
The present invention relates to building structure technology field, more particularly to a kind of supporting construction.
Background technology
Foundation ditch is before excavation, it usually needs set up building enclosure, and 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.
The content of the invention
It is an object of the invention to provide a kind of supporting construction, structural strength is good, good water-proof effect.
To achieve the above object, the present invention provides a kind of supporting construction, including mixing pile, in addition on the inside of mixing pile
The first support pile, the upper end of the mixing pile is connected with straining beam, and first support pile is combined closely with mixing pile, described
The upper end of one 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,
First Guan Liang and support beam are combined as a whole.
As a further improvement on the present invention, the length of first support pile is more than the length of mixing pile, the stirring
The top surface of stake and the either flush of straining beam, the top surface of first support pile are connected the bottom surface of the first Guan Liang.
It is used as the further improvement of the present invention, in addition to the second support pile on the outside of mixing pile, described second
The upper end of fender pile 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
It is separated with mixing pile, the length of second support pile is consistent with the length of the first support pile, and second support pile
Bottom is concordant with the bottom of the first support pile.
As the further improvement of the present invention, first support pile and the second support pile are AB type pile tubes, length
It is 15m, 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 it ranked second adjacent two second in support pile
The centre-to-centre spacing of fender pile is 0.8m.
As the further improvement of the present invention, the length of the mixing pile is 13.5m, a diameter of 0.8m, row stirring
The centre-to-centre spacing of adjacent two mixing pile in stake is 0.55m.
Compared with prior art, supporting construction of the invention has the beneficial effect that：
(1) use said structure, good water-proof effect, and intensity good.
By following description and with reference to accompanying drawing, the present invention will become more fully apparent, and these accompanying drawings are used to explain the present invention
Embodiment.
Brief description of the drawings
Fig. 1 is the profile of supporting construction.
Fig. 2 is the plan of supporting construction.
Embodiment
Element numbers similar in embodiments of the invention, accompanying drawing, which are described, with reference now to accompanying drawing represents similar element.
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 inside of the first Guan Liang 4, the upper end of first support pile 2 and is connected with support beam 5, described straining beam
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 is 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 with 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 preferably, structure is more consolidated.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, one
The centre-to-centre spacing and one that ranked first the first support pile of adjacent two 2 in support pile ranked second adjacent two in support pile
The centre-to-centre spacing of second support pile 6 is 0.8m, so that overall structure is firm.The length of the mixing pile 1 is 13.5m, directly
Footpath is that the centre-to-centre spacing of adjacent two mixing pile 1 in 0.8m, row's mixing pile is 0.55m, so that overall structure is firm.
Employ after said structure, may be such that the structural strength of supporting construction is more preferable, waterproof effect is more preferable.
Above in association with most preferred embodiment, invention has been described, but the invention is not limited in implementation disclosed above
Example, and modification, equivalent combinations that the various essence according to the present invention are carried out should be covered.
Claims (5)
1. a kind of supporting construction, including mixing pile, it is characterised in that：Also include being located at 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
It is connected with the inside of the first Guan Liang, the upper end of first support pile and is connected with support beam, described straining beam, the first Guan Liang and support
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 being located at 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 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,
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
The centre-to-centre spacing of adjacent two mixing pile in 0.8m, row's mixing pile is 0.55m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710367828.4A CN107059885A (en) | 2017-05-23 | 2017-05-23 | Supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710367828.4A CN107059885A (en) | 2017-05-23 | 2017-05-23 | Supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107059885A true CN107059885A (en) | 2017-08-18 |
Family
ID=59609839
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710367828.4A Pending CN107059885A (en) | 2017-05-23 | 2017-05-23 | Supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107059885A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203256751U (en) * | 2013-05-22 | 2013-10-30 | 中国建筑第八工程局有限公司 | Deep foundation pit supporting structure for soft soil foundation |
| CN103758132A (en) * | 2014-01-08 | 2014-04-30 | 湖北中南勘察基础工程有限公司 | Construction technology of cantilever piling and supporting structure combined with sloping |
| WO2017071113A1 (en) * | 2015-10-29 | 2017-05-04 | 周兆弟 | Cement-soil mixing pile protected underground pipe gallery |
| CN206768835U (en) * | 2017-05-23 | 2017-12-19 | 梁美欣 | Supporting construction |
-
2017
- 2017-05-23 CN CN201710367828.4A patent/CN107059885A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203256751U (en) * | 2013-05-22 | 2013-10-30 | 中国建筑第八工程局有限公司 | Deep foundation pit supporting structure for soft soil foundation |
| CN103758132A (en) * | 2014-01-08 | 2014-04-30 | 湖北中南勘察基础工程有限公司 | Construction technology of cantilever piling and supporting structure combined with sloping |
| WO2017071113A1 (en) * | 2015-10-29 | 2017-05-04 | 周兆弟 | Cement-soil mixing pile protected underground pipe gallery |
| CN206768835U (en) * | 2017-05-23 | 2017-12-19 | 梁美欣 | Supporting construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170818 |