CN206815278U - A kind of assembled integral revetment structure on soft soil foundation - Google Patents
A kind of assembled integral revetment structure on soft soil foundation Download PDFInfo
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- CN206815278U CN206815278U CN201720609660.9U CN201720609660U CN206815278U CN 206815278 U CN206815278 U CN 206815278U CN 201720609660 U CN201720609660 U CN 201720609660U CN 206815278 U CN206815278 U CN 206815278U
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- prefabricated
- pile
- panel
- prefabricated pile
- riser
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Abstract
The utility model discloses the assembled integral revetment structure on a kind of soft soil foundation, including prefabricated riser, prefabricated panel and prefabricated pile foundation；The top of prefabricated panel is provided with prefabricated riser, and the bottom of prefabricated panel is provided with prefabricated pile foundation；Prefabricated riser and prefabricated panel are formed using formed by integrally casting；Prefabricated pile foundation includes some prefabricated piles；Prefabricated panel is stretched at the top of every prefabricated pile；Several prefabricated pile stake holes are uniformly provided with prefabricated panel, each prefabricated pile stake holes corresponds with prefabricated pile, and prefabricated pile stake holes is located at the surface of corresponding prefabricated pile；Assembled integral revetment structure on the utility model soft soil foundation carries out overall assembling using prefabricated pile foundation and prefabricated riser, prefabricated panel, it is collectively forming the revetment structure of low pile cap, the loads such as the horizontal force after wall are undertaken by revetment structure and reach structure safety and stability, reliable effect, and and can reaches efficient, saved, green, the purpose of environmental protection.
Description
Technical field
It the utility model is related to revetment technical field of structures, the assembled integral revetment knot on particularly a kind of soft soil foundation
Structure.
Background technology
Revetment refers to below ground along the river, protects riverbank（Prevent bank slope collapse or wash away）Structures；As country passes through
The continuous development of Ji, the living standard of people constantly improve, and the environment that people are lived to itself proposes higher requirement,
Wish that it is more blue, water is more clear, occurs the engineering concept of assembled architecture therewith, that is, requires that architectural engineering is as far as possible high in building
Effect, energy-conservation, green, the construction means of environmental protection.In engineering construction in recent years, building trade is like a raging fire to have carried out assembling
Formula is constructed, and can seldom carry out this work in the water conservancy industry, water transport project in China, especially in water conservancy industry, water running
The revetment of industry uses traditional construction scheme in building, and cast-in-place low pile cap scheme is usually used in soft soil foundation,
Cast-in-place L-type barricade revetment i.e. on pile foundation, substantial amounts of template is not only needed using cast-in-place structural, and live workload is big,
Duration is also longer, and construction material wastes also a lot.At present, revetment is built on soft soil foundation there has been no one kind can meet structure
Earth-retaining needs, and and can reaches efficient, saved, green, the structure of environmental protection.
Utility model content
The purpose of this utility model is to provide on a kind of soft soil foundation simple in construction, easy for construction, green
Assembled integral revetment structure and its construction method.
The technical solution for realizing the utility model purpose is：
A kind of assembled integral revetment structure on soft soil foundation, it is characterised in that including prefabricated riser, prefabricated panel and
Prefabricated pile foundation；The top of the prefabricated panel is provided with prefabricated riser, and the bottom of prefabricated panel is provided with prefabricated pile foundation；It is described pre-
Riser and prefabricated panel processed are combined into one formula Prefabricated L-shaped barricade, and prefabricated riser and prefabricated panel are formed using formed by integrally casting；Institute
Stating prefabricated pile foundation includes some prefabricated piles；Prefabricated panel is stretched at the top of every prefabricated pile；It is uniform on the prefabricated panel
Several prefabricated pile stake holes are provided with, each prefabricated pile stake holes corresponds with prefabricated pile, and prefabricated pile stake holes is positioned at corresponding
The surface of prefabricated pile.
Preferably, several osculums are provided with the prefabricated riser.
Preferably, pile crown dowel is provided with the top of the prefabricated pile.
Preferably, the prefabricated panel is poured by prefabricated pile stake holes inner concrete and is mutually fixedly connected with prefabricated pile foundation.
Preferably, the prefabricated pile stake holes flare.
Beneficial effect：The utility model compared with prior art, its remarkable advantage：
（1）Assembled integral revetment structure on the utility model soft soil foundation uses prefabricated pile foundation with prefabricated riser, in advance
Bottom plate processed carries out overall assembling, is collectively forming the revetment structure of low pile cap, and the load such as horizontal force after wall is held by revetment structure
Carry on a shoulder pole and reach structure safety and stability, reliable effect, and can reaches efficient, saved, green, the purpose of environmental protection.
（2）There is assembled integral revetment structure on the utility model soft soil foundation batch production to make, construction is fast, resource
The features such as wasting less, be green, economic, suitable for soft soil foundation, environmental requirement is high, the duration is tight etc., and place, application prospect are wide
It is wealthy.
The utility model is described in further detail below in conjunction with the accompanying drawings.
Brief description of the drawings
Fig. 1 is the structural representation of the assembled integral revetment structure on the utility model soft soil foundation.
Fig. 2 is the top view of the assembled integral revetment structure on the utility model soft soil foundation.
Embodiment
Embodiment 1：
As depicted in figs. 1 and 2, the assembled integral revetment structure on a kind of soft soil foundation, including it is prefabricated riser 1, prefabricated
Bottom plate 2 and prefabricated pile foundation 3；The top of the prefabricated panel 2 is provided with prefabricated riser 1, and the bottom of prefabricated panel 2 is provided with prefabricated
Pile foundation 3；The prefabricated riser 1 and prefabricated panel 2 are combined into one formula Prefabricated L-shaped barricade, and prefabricated riser 1 and prefabricated panel 2 are adopted
Formed with formed by integrally casting；The prefabricated pile foundation 3 includes some prefabricated piles 5；Prefabricated panel 2 is stretched at the top of every prefabricated pile 5；
Uniformly it is provided with several prefabricated pile stake holes 4 on the prefabricated panel 2, a pair of each prefabricated pile stake holes 4 and prefabricated pile 5 one
Should, and prefabricated pile stake holes 4 is located at the surface of corresponding prefabricated pile 5.
Several osculums 8 are provided with the prefabricated riser 1.
The top of the prefabricated pile 5 is provided with pile crown dowel.
The prefabricated panel 2 passes through prefabricated pile stake holes（4）Inner concrete pours to be fixedly connected with the prefabricated phase of pile foundation 3.
The flare of prefabricated pile stake holes 4.
A kind of construction method of assembled integral revetment structure on soft soil foundation, comprises the following steps：
Step 1：Stability Analysis of Structures, Strength co-mputation are carried out according to the current specifications of revetment, determine prefabricated riser 1, prefabricated panel
2 size；
Step 2：According to the current specifications of revetment carry out calculation of bearing capacity of pile foundation, determine the quantity of prefabricated pile 5, stake it is long and
Section；
Step 3：According to after the size that prefabricated riser 1, prefabricated panel 2 are determined in step 1, prefabricated riser 1 and prefabricated bottom
Plate 2 is made of formed by integrally casting；
Step 4：According to determine that the quantity of prefabricated pile 5, stake is long in step 2 and section after, from suitable prefabricated pile 5,
And site operation is carried out to prefabricated pile 5；
Step 5：By prefabricated pile（5）Scene is transported to, and to prefabricated pile（5）Carry out live piling construction；
Step 6：Prefabricated pile（5）After the completion of piling construction, carry out pit earthwork excavation construction and form side slope line（6）；
Step 7：Pass through the hoisting prefabricated bottom plate of hanging device（2）Make prefabricated panel（2）On prefabricated pile stake holes（4）With it is pre-
Stake processed（5）Correspond；
Step 8：To prefabricated panel（2）On prefabricated pile stake holes（4）Poured so that prefabricated panel（2）And prefabricated pile
Base（3）It is securely attached together；
Step 9：Finally to prefabricated riser（1）With side slope line（6）Between insert backfill material（7）, then with completing weak soil
The construction of assembled integral revetment structure on base.
In summary, the assembled integral revetment structure on the utility model soft soil foundation is using prefabricated pile foundation and prefabricated gear
Wall, prefabricated panel carry out overall assembling, are collectively forming the revetment structure of low pile cap, and the load such as horizontal force after wall is by revetment knot
Structure undertakes and reaches structure safety and stability, reliable effect, and and can reaches efficient, saved, green, the purpose of environmental protection；This practicality
There is assembled integral revetment structure on new soft soil foundation batch production to make, construction is fast, the wasting of resources is few, it is green,
The features such as economic, suitable for soft soil foundation, the place such as environmental requirement is high, the duration is tight, have a extensive future.
Claims (5)
1. the assembled integral revetment structure on a kind of soft soil foundation, it is characterised in that including prefabricated riser（1）, prefabricated panel
（2）With prefabricated pile foundation（3）；The prefabricated panel（2）Top be provided with prefabricated riser（1）, prefabricated panel（2）Bottom set
There is prefabricated pile foundation（3）；The prefabricated riser（1）And prefabricated panel（2）It is combined into one formula Prefabricated L-shaped barricade, prefabricated riser（1）
And prefabricated panel（2）Formed using formed by integrally casting；The prefabricated pile foundation（3）Including some prefabricated piles（5）；Every prefabricated pile
（5）Top stretch into prefabricated panel（2）；The prefabricated panel（2）On be uniformly provided with several prefabricated pile stake holes（4）, often
Individual prefabricated pile stake holes（4）With prefabricated pile（5）Correspond, and prefabricated pile stake holes（4）Positioned at corresponding prefabricated pile（5）Just on
Side.
2. the assembled integral revetment structure on soft soil foundation according to claim 1, it is characterised in that described prefabricated vertical
Plate（1）On be provided with several osculums（8）.
3. the assembled integral revetment structure on soft soil foundation according to claim 1, it is characterised in that the prefabricated pile
（5）Top be provided with pile crown dowel.
4. the assembled integral revetment structure on soft soil foundation according to claim 1, it is characterised in that the prefabricated bottom
Plate（2）Pass through prefabricated pile stake holes（4）Inner concrete pours and prefabricated pile foundation（3）Mutually it is fixedly connected.
5. the assembled integral revetment structure on soft soil foundation according to claim 1, it is characterised in that the prefabricated pile
Stake holes（4）Flare.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720609660.9U CN206815278U (en) | 2017-05-27 | 2017-05-27 | A kind of assembled integral revetment structure on soft soil foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720609660.9U CN206815278U (en) | 2017-05-27 | 2017-05-27 | A kind of assembled integral revetment structure on soft soil foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206815278U true CN206815278U (en) | 2017-12-29 |
Family
ID=60757639
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720609660.9U Expired - Fee Related CN206815278U (en) | 2017-05-27 | 2017-05-27 | A kind of assembled integral revetment structure on soft soil foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206815278U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059773A (en) * | 2017-05-27 | 2017-08-18 | 中交第三航务工程勘察设计院有限公司 | Assembled integral revetment structure and its construction method on a kind of soft soil foundation |
| CN108487299A (en) * | 2018-02-07 | 2018-09-04 | 重庆大学 | A kind of hollow triangular-arc barricade |
-
2017
- 2017-05-27 CN CN201720609660.9U patent/CN206815278U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107059773A (en) * | 2017-05-27 | 2017-08-18 | 中交第三航务工程勘察设计院有限公司 | Assembled integral revetment structure and its construction method on a kind of soft soil foundation |
| CN108487299A (en) * | 2018-02-07 | 2018-09-04 | 重庆大学 | A kind of hollow triangular-arc barricade |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171229 Termination date: 20200527 |