CN209509003U - A kind of high cushion cap foundation pile stabilising arrangement of Construction of Civil Engineering - Google Patents
A kind of high cushion cap foundation pile stabilising arrangement of Construction of Civil Engineering Download PDFInfo
- Publication number
- CN209509003U CN209509003U CN201822237941.3U CN201822237941U CN209509003U CN 209509003 U CN209509003 U CN 209509003U CN 201822237941 U CN201822237941 U CN 201822237941U CN 209509003 U CN209509003 U CN 209509003U
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- CN
- China
- Prior art keywords
- construction
- foundation pile
- support pillar
- civil engineering
- cushion cap
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- Expired - Fee Related
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Abstract
The utility model discloses a kind of high cushion cap foundation pile stabilising arrangements of Construction of Civil Engineering, including foundation pile body, concrete baffle and three stable units, the stable unit of described three is distributed around concrete baffle in equilateral triangle, each stable unit includes pedestal, connecting column and expanding support pillar, below the connecting column and side difference firm banking and expanding support pillar, the expanding support pillar side is equipped with several spacer pin post holes, spacing pin is inserted into inside the spacer pin post holes, top plate is fixedly connected on the outside of the expanding support pillar, poly- power band is respectively fixed with above and below on the outside of the top plate, stiffener plate is additionally provided between the expanding support pillar and top plate, the pedestal and connecting column rear is additionally provided with reinforcing rib column.The device improves the stability of concrete baffle in concreting process, avoids the phenomenon of high cushion cap skew, guarantees the quality for pouring effect and subsequent construction.
Description
Technical field
The utility model relates to Construction of Civil Engineering equipment technical fields, apply more specifically, being related to a kind of civil engineering
The high cushion cap foundation pile stabilising arrangement of work.
Background technique
Civil engineering is to build the general designation of the science and technology of all kinds of job facilities, it both referred to applied material, equipment and
The technical activities such as the exploration, design, construction, maintenance, the maintenance that are carried out also refer to the object of engineering construction, that is, build on the ground or
In underground, land or water, be directly or indirectly human lives, production, military affairs, Scientific Research Service various job facilities, such as room
Room, road, railway, pipeline, tunnel, bridge, canal, dykes and dams, harbour, power station, airport, ocean platform, water supply and drainage and
Protection works etc., civil engineering refer in addition to building construction, to create, reconstructing or extending the building of all kinds of engineerings, construct
Every technical work such as the prospecting, planning, design, construction, installation and the maintenance that are carried out such as object and related auxiliary facility and its complete
At engineering entity.Wherein foundation pile is by stake and to be connected to the basis that the cushion cap of stake top collectively constitutes, if ground is exposed in pile body top
Face and cushion cap bottom is located at ground or more, then referred to as elevated footing on piles, and elevated footing on piles is usually sent out during molding pours
Growing concrete baffle and foundation pile frame rely on built on the sand, during casting concrete, due to by concrete gravity
Effect, concrete baffle are easy to easily lead to that foundation pile molding effect after pouring is bad, and the quality of engineering cannot get to two sides skew
Guarantee.
Utility model content
The purpose of the utility model is to provide a kind of high cushion cap foundation pile stabilising arrangement of Construction of Civil Engineering, which is mentioned
The stability of concrete baffle in high concrete casting process, avoids the phenomenon of high cushion cap skew, and guarantee pours effect and subsequent
The quality of construction.
To achieve the goals above, the technical solution adopted in the utility model is as follows:
A kind of high cushion cap foundation pile stabilising arrangement of Construction of Civil Engineering, including foundation pile body, concrete baffle and three stabilizations
Unit, described three stable units around concrete baffle in equilateral triangle be distributed, each stable unit include pedestal,
Connecting column and expanding support pillar, the connecting column lower section and side difference firm banking and expanding support pillar, the expanding support pillar
Side is equipped with several spacer pin post holes, and spacing pin, the expanding support pillar outside are inserted into inside the spacer pin post holes
It is fixedly connected with top plate, is respectively fixed with poly- power band, the expanding support pillar and top above and below the top plate outside
Stiffener plate is additionally provided between plate, the pedestal and connecting column rear are additionally provided with reinforcing rib column.
Further, the poly- power band above and below described respectively corresponds position above and below concrete baffle periphery
Place, the poly- power beam shapes are matched with concrete baffle peripheral shape.
Further, the top plate working face is arcwall face, the arcwall face shape and concrete baffle peripheral shape
It matches.
Further, the pedestal is embedded in Construction of Civil Engineering below ground.
Compared with the prior art, the beneficial effects of the utility model are as follows:
By being realized when being poured to high cushion cap foundation pile in three stable units of equilateral triangle distribution in the utility model
Steady operation solves during casting concrete, and concrete baffle and foundation pile frame rely on built on the sand, concrete gear
The problem that plate skew causes foundation pile molding effect after pouring bad；Using expanding support pillar and spacing pin structure, facilitate fixation
While also easy disassembly, save stabilising arrangement arrangement construction time, improve working efficiency；Using poly- power item arranged up and down
Band, the pressure that top plate can be concentrated to apply, acts on and is easiest to inclined concrete baffle upper and lower, and then improves stablizing effect
And safety.
Detailed description of the invention
Fig. 1 is that the utility model stablizes cellular construction schematic diagram；
Fig. 2 is the utility model integral arrangement scheme of installation；
In figure: 1, pedestal；2, reinforcing rib column；3, connecting column；4, expanding support pillar；5, spacing pin；6, top plate；7, reinforcing rib
Plate；8, poly- power band；9, concrete baffle；10, foundation pile body.
Specific embodiment
In order to which the technical means, creative features, achievable purpose and effectiveness for realizing utility model are easy to understand, below
In conjunction with being specifically illustrating, the utility model is further described.
As depicted in figs. 1 and 2, a kind of Construction of Civil Engineering high cushion cap foundation pile stabilising arrangement, including foundation pile body 10, coagulation
Native baffle 9 and three stable units, three stable units are distributed around concrete baffle 10 in equilateral triangle, each stable single
Member includes pedestal 1, connecting column 3 and expanding support pillar 4, and 3 lower section of connecting column and side are distinguished firm banking 1 and expanding support pillar 4, stretched
4 side of contracting top pillar is equipped with several spacer pin post holes, and spacing pin 5 is inserted into inside spacer pin post holes, is fixed on the outside of expanding support pillar 4
It is connected with top plate 6, top plate is respectively fixed with poly- power band 8 above and below 6 outside, is additionally provided between expanding support pillar 4 and top plate 6
Stiffener plate 7, pedestal 1 and 3 rear of connecting column are additionally provided with reinforcing rib column 2, above and below poly- power band 8 respectively correspond coagulation
Above and below native 10 periphery of baffle at position, poly- 8 shape of power band is matched with 10 peripheral shape of concrete baffle, top plate 6
Working face is arcwall face, and arcwall face shape is matched with 10 peripheral shape of concrete baffle, and pedestal 1 is embedded in Construction of Civil Engineering
Below ground.
Actual installation is in use, the first pre-buried pedestal 1 at 10 surrounding suitable position of concrete baffle, while by reinforcing rib column
2 a part and 3 a part of connecting column are also pre-buried simultaneously, the position of top plate 6 are then adjusted by expanding support pillar 4, so that poly- power item
Band 8 compresses concrete baffle 10, might not fully wrapped around firmly concrete baffle 10 after the completion of all poly- power band 8 arrangements
(depending on the dimensional conditions of foundation pile) are stuck between the extension end and upstream end of expanding support pillar 4 finally in arrangement stiffener plate 7,
After the completion of pouring, reverse above-mentioned steps are removed one by one to component is stablized.
The advantages of basic principles and main features and the utility model of the utility model have been shown and described above.This
The technical staff of industry is retouched in above embodiments and description it should be appreciated that the present utility model is not limited to the above embodiments
That states only illustrates the principles of the present invention, on the premise of not departing from the spirit and scope of the utility model, the utility model
It will also have various changes and improvements, these various changes and improvements fall within the scope of the claimed invention.This is practical new
Type is claimed range and is defined by the appending claims and its equivalent thereof.
Claims (4)
1. a kind of high cushion cap foundation pile stabilising arrangement of Construction of Civil Engineering, it is characterised in that: including foundation pile body, concrete baffle and
Three stable units, described three stable units are distributed around concrete baffle in equilateral triangle, and each stable unit is equal
Including pedestal, connecting column and expanding support pillar, below the connecting column and side difference firm banking and expanding support pillar are described
Expanding support pillar side is equipped with several spacer pin post holes, and spacing pin is inserted into inside the spacer pin post holes, and described is flexible
It is fixedly connected with top plate on the outside of top pillar, poly- power band is respectively fixed with above and below the top plate outside, described is flexible
Stiffener plate is additionally provided between top pillar and top plate, the pedestal and connecting column rear are additionally provided with reinforcing rib column.
2. a kind of high cushion cap foundation pile stabilising arrangement of Construction of Civil Engineering according to claim 1, it is characterised in that: described
Above and below poly- power band respectively correspond above and below concrete baffle periphery at position, the poly- power strip-form
Shape is matched with concrete baffle peripheral shape.
3. a kind of high cushion cap foundation pile stabilising arrangement of Construction of Civil Engineering according to claim 1, it is characterised in that: described
Top plate working face be arcwall face, the arcwall face shape matches with concrete baffle peripheral shape.
4. a kind of high cushion cap foundation pile stabilising arrangement of Construction of Civil Engineering according to claim 1, it is characterised in that: described
Pedestal be embedded in Construction of Civil Engineering below ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822237941.3U CN209509003U (en) | 2018-12-28 | 2018-12-28 | A kind of high cushion cap foundation pile stabilising arrangement of Construction of Civil Engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822237941.3U CN209509003U (en) | 2018-12-28 | 2018-12-28 | A kind of high cushion cap foundation pile stabilising arrangement of Construction of Civil Engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209509003U true CN209509003U (en) | 2019-10-18 |
Family
ID=68198155
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201822237941.3U Expired - Fee Related CN209509003U (en) | 2018-12-28 | 2018-12-28 | A kind of high cushion cap foundation pile stabilising arrangement of Construction of Civil Engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209509003U (en) |
-
2018
- 2018-12-28 CN CN201822237941.3U patent/CN209509003U/en not_active Expired - Fee Related
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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: 20191018 Termination date: 20201228 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |