CN205676882U - A kind of novel supporting construction - Google Patents
A kind of novel supporting construction Download PDFInfo
- Publication number
- CN205676882U CN205676882U CN201620523425.5U CN201620523425U CN205676882U CN 205676882 U CN205676882 U CN 205676882U CN 201620523425 U CN201620523425 U CN 201620523425U CN 205676882 U CN205676882 U CN 205676882U
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- steel
- pipe pile
- large diameter
- supporting construction
- pile
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Abstract
This utility model provides a kind of novel supporting construction, including the many large diameter steel pipe piles as supporting main body, described many large diameter steel pipe pile orientations are consistent, the both sides of described steel-pipe pile are provided with the angle steel as soil-baffling structure, being connected by I-steel between the soil-baffling structure of adjacent steel-pipe pile, adjacent described steel-pipe pile is connected by steel plate.This utility model uses large diameter steel pipe pile as primary load bearing structure, and stability is high, it is not necessary to service time, the energy substantially reduction of erection time, further, large diameter steel pipe pile is as temporary support structures, after completion, steel-pipe pile can be pulled out, can reuse, can effectively reduce support cost.
Description
Technical field
This utility model relates to the supporting construction in work China Democratic National Construction Association, municipal administration, hydraulic engineering.
Background technology
Modern urban construction is fast-developing, and work China Democratic National Construction Association project, municipal administration and hydraulic engineering construction are both needed to solve support issues, mesh
Front supporting mainly has the form such as cantilevered or brace type bored concrete pile supporting, ground-connecting-wall supporting, SMW engineering method stake supporting, retaining wall.
But either cantilevered or brace type bored concrete pile supporting, ground-connecting-wall supporting or SMW engineering method stake supporting, barricade
Supportings etc., are required to maintain building enclosure.These support forms of engineering anxious for project, that be pressed for time are to meet
Require；And along with the development of work China Democratic National Construction Association, municipal administration and water project, deep basal pit, the engineering of subgrade get more and more, and week
Surrounding environment does not allow deformation big, and therefore the support form such as timber, steel sheet pile of conventional service free is then " unable to do what one wishes, it is impossible to victory
Appoint ".
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of novel supporting construction, and it is with large diameter steel pipe pile
As supporting main body, its rigidity is big, and non-deformability is strong, as long as having constructed on the spot, it is not necessary to service time, can greatly shorten
The construction period of whole engineering, complete smoothly saving valuable time for engineering.
This utility model solves technical problem and be the technical scheme is that
A kind of novel supporting construction, it is characterised in that: include the many large diameter steel pipe piles as supporting main body, described
Many large diameter steel pipe pile orientations are consistent, and the both sides of described steel-pipe pile are provided with the angle steel as soil-baffling structure, adjacent steel
Connected by I-steel between pile tube soil-baffling structure, connected by steel plate between adjacent described steel-pipe pile.
Further, the top of described steel-pipe pile is provided with Guan Liang.
Further, described steel-pipe pile top or bottom can be arranged as required to bracing members.
Further, when described steel-pipe pile is as permanent support structure, its outer surface is provided with corrosion-resistant coating, fills in steel pipe
Note concrete.
The beneficial effects of the utility model are: large diameter steel pipe pile refers to the footpath steel-pipe pile more than or equal to 270mm, uses
The steel-pipe pile of lower pressure technique pile, construction is simple, and its rigidity is big, and non-deformability is strong, can solve very well to exist in background technology
The difficult problem of supporting construction, as long as having constructed on the spot, it is not necessary to service time, can greatly shorten the construction work of whole engineering
Phase, complete smoothly saving valuable time for engineering, can be widely used in municipal engineering pattern foundation pit supporting structure, dredging waterway and lock pumping plant
Construction supporting.This utility model uses large diameter steel pipe pile as primary load bearing structure, and stability is high, it is not necessary to service time, energy
The substantially reduction of erection time, and, large diameter steel pipe pile is as temporary support structures, after completion, can pull out steel-pipe pile, can repeat to make
With, can effectively reduce support cost.
Accompanying drawing explanation
Fig. 1 is overall structure sectional view of the present utility model.
Detailed description of the invention
Referring to the drawings.
New supporting structure of the present utility model includes many large diameter steel pipe piles 1, multiple large diameter steel pipe pile 1 sides of arrangement
To unanimously, in the present embodiment, as a example by two steel-pipe piles 1, the both sides of steel-pipe pile 1 are provided with the angle steel 2 as soil-baffling structure, angle steel
2 are symmetrical arranged, and have connecting sewing 3 in the middle of it, are connected by I-steel 4 between the adjacent angle steel 2 between steel-pipe pile 1, thus
Making the spacing between steel-pipe pile 1 constant, the two ends of I-steel 4 are inserted and are arranged in angle steel 2, and interlude stretches out from connecting sewing 3
Being attached, the junction of I-steel 4 and angle steel 2 can be tamped by close material, prevents displacement, passing through of adjacent steel pile tube 1
The steel plate 5 playing reinforcement effect connects, and described I-steel 4 includes the bar shaped steel construction at two ends and the middle rod as connector
Steel construction, when I-steel 4 is using length direction as center of rotation half-twist, the bar shaped steel construction at its two ends can be from described
Connecting sewing 3 passes, thus disassembles, say, that the width of the bar shaped steel construction at I-steel 4 two ends is less than connecting sewing 3
Width, the outer surface of the rod steel construction of described I-steel 4 is provided with lifting groove, has been provided with hanging hook in described lifting groove,
Can be by playing hanging hook by mobile for the lifting of whole supporting construction.
In practice, use large diameter steel pipe pile as supporting construction, Guan Liang can be set at steel-pipe pile top, and can be according to work
Journey needs to arrange bracing members.
As temporary support structures, after engineering completes, steel-pipe pile and angle steel, shaped steel can be pulled out；Also dependent on needs
Steel-pipe pile, as permanent retaining structure, only need to use corrosion-resistant coating measure, pouring concrete within steel pipe outside steel-pipe pile.This reality
It is particularly suited for some project demand duration of work China Democratic National Construction Association, municipal administration and hydraulic engineering tightly with novel, task weight, must be timely completed again
Engineering project.
Claims (4)
1. a novel supporting construction, it is characterised in that: include the many large diameter steel pipe piles as supporting main body, described many
Root large diameter steel pipe pile orientation is consistent, and the both sides of described steel-pipe pile are provided with the angle steel as soil-baffling structure, adjacent steel pipe
Connected by I-steel between pile soil-baffling structure, connected by steel plate between adjacent described steel-pipe pile.
A kind of novel supporting construction the most as claimed in claim 1, it is characterised in that: the top of described steel-pipe pile is provided with hat
Beam.
A kind of novel supporting construction the most as claimed in claim 1, it is characterised in that: described steel-pipe pile top or bottom Ke Gen
According to needs, bracing members is set.
A kind of novel supporting construction the most as claimed in claim 1, it is characterised in that: when described steel-pipe pile is as permanent support
During structure, its outer surface is provided with corrosion-resistant coating, pouring concrete within steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620523425.5U CN205676882U (en) | 2016-05-31 | 2016-05-31 | A kind of novel supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620523425.5U CN205676882U (en) | 2016-05-31 | 2016-05-31 | A kind of novel supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205676882U true CN205676882U (en) | 2016-11-09 |
Family
ID=57436784
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620523425.5U Active CN205676882U (en) | 2016-05-31 | 2016-05-31 | A kind of novel supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205676882U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193673A (en) * | 2018-01-03 | 2018-06-22 | 上海建工集团股份有限公司 | A kind of steel pipe pile enclosure structure and its construction method that reciprocal slip casting can be achieved |
| CN111691403A (en) * | 2019-03-14 | 2020-09-22 | 宝山钢铁股份有限公司 | Prefabricated concrete-filled steel tube tubular pile capable of being connected with each other and manufacturing method thereof |
| CN111691400A (en) * | 2019-03-14 | 2020-09-22 | 宝山钢铁股份有限公司 | Precast concrete tubular pile with hidden embedded lock catch and manufacturing method thereof |
| CN114016515A (en) * | 2021-09-30 | 2022-02-08 | 中铁第四勘察设计院集团有限公司 | Double-steel-pipe concrete pile foundation pit supporting method |
-
2016
- 2016-05-31 CN CN201620523425.5U patent/CN205676882U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193673A (en) * | 2018-01-03 | 2018-06-22 | 上海建工集团股份有限公司 | A kind of steel pipe pile enclosure structure and its construction method that reciprocal slip casting can be achieved |
| CN111691403A (en) * | 2019-03-14 | 2020-09-22 | 宝山钢铁股份有限公司 | Prefabricated concrete-filled steel tube tubular pile capable of being connected with each other and manufacturing method thereof |
| CN111691400A (en) * | 2019-03-14 | 2020-09-22 | 宝山钢铁股份有限公司 | Precast concrete tubular pile with hidden embedded lock catch and manufacturing method thereof |
| CN114016515A (en) * | 2021-09-30 | 2022-02-08 | 中铁第四勘察设计院集团有限公司 | Double-steel-pipe concrete pile foundation pit supporting method |
| CN114016515B (en) * | 2021-09-30 | 2023-03-10 | 中铁第四勘察设计院集团有限公司 | Double-steel-pipe concrete pile foundation pit supporting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |