CN108547367A - A kind of sedimentation basin and its construction method closing on seashore - Google Patents
A kind of sedimentation basin and its construction method closing on seashore Download PDFInfo
- Publication number
- CN108547367A CN108547367A CN201810450397.2A CN201810450397A CN108547367A CN 108547367 A CN108547367 A CN 108547367A CN 201810450397 A CN201810450397 A CN 201810450397A CN 108547367 A CN108547367 A CN 108547367A
- Authority
- CN
- China
- Prior art keywords
- sedimentation basin
- precipitation
- bay wall
- reinforcing bar
- seashore
- 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.)
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/12—Manhole shafts; Other inspection or access chambers; Accessories therefor
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
- E02D5/46—Concrete or concrete-like piles cast in position ; Apparatus for making same making in situ by forcing bonding agents into gravel fillings or the soil
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- General Engineering & Computer Science (AREA)
- Water Supply & Treatment (AREA)
- Public Health (AREA)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Consolidation Of Soil By Introduction Of Solidifying Substances Into Soil (AREA)
Abstract
The invention discloses a kind of sedimentation basins and its construction method closing on seashore, including sedimentation basin bottom plate, the upper end of the sedimentation basin bottom plate is fixedly connected with precipitation bay wall, and the periphery of sedimentation basin bottom plate is provided with rotary churning pile, the front surface insertion of the precipitation bay wall is provided with sewage inlet casing, and the upper end for precipitating bay wall is provided with hanging plate, the side of the precipitation bay wall is provided with sedimentation basin top plate, and being internally embedded for bay wall of precipitation is provided with hanging plate transverse horizontal reinforcing bar, the upper end insertion of the sedimentation basin top plate is provided with brick inspection shaft, the both sides of the brick inspection shaft are respectively arranged with sewage inner passage, the periphery of the rotary churning pile is provided with hanging plate bed course.For the present invention by using agent structure as supporting construction, speed of application is fast, disclosure satisfy that the construction of the sedimentation basin in the case of seashore geological conditions is undesirable, while can ensure construction safety, and construction speed is very fast, saves material, ensures construction quality.
Description
Technical field
The present invention relates to technical field of building construction more particularly to a kind of sedimentation basins and its construction method closing on seashore.
Background technology
Setting sedimentation basin is usually needed to come the dirt in drainage and impurity in architectural engineering, if conventional precipitation pond depth
It mends more than 5 meters, does not then need specially treated during sedimentation basin excavation construction, slightly slope is if place is enough
Can, but when closing on seashore, geological conditions is bad, and cutting depth can not be excavated on a large scale in 10m or so and place limitation
When, requirement can not meet using simple supporting, needed to carry out pattern foundation pit supporting structure at this time, at present for 10m or so pattern foundation pit supporting structures
Generally use foundation pit periphery construction rotary digging reinforced concrete pile, anchor cable waist rail of constructing again in downward excavate carry out drawknot fastening,
Such pattern foundation pit supporting structure mode can reach requirement substantially for 10m or so and the undesirable foundation pit of soil property, however engineering pile adds anchor cable
The mode cost of waist rail is high, and construction period is too long.
Invention content
The present invention provides a kind of sedimentation basin and its construction method closing on seashore, can effectively solve in above-mentioned background technology
It is proposed that pattern foundation pit supporting structure mode can reach requirement substantially for 10m or so and the undesirable foundation pit of soil property, however engineering pile adds anchor cable
The mode cost of waist rail is high, and the problem that construction period is too long.
To achieve the goals above, present invention employs following technical solutions：It a kind of sedimentation basin closing on seashore and its applies
The upper end of work method, including sedimentation basin bottom plate, the sedimentation basin bottom plate is fixedly connected with precipitation bay wall, and sedimentation basin bottom plate is outer
It encloses and is provided with rotary churning pile, the front surface insertion of the precipitation bay wall is provided with sewage inlet casing, and the upper end for precipitating bay wall is set
It is equipped with hanging plate, the side of the precipitation bay wall is provided with sedimentation basin top plate, and precipitates being internally embedded for bay wall and be provided with hanging plate cross
To horizontal reinforcement, the upper end insertion of the sedimentation basin top plate is provided with brick inspection shaft, the both sides difference of the brick inspection shaft
It is provided with sewage inner passage, the periphery of the rotary churning pile is provided with hanging plate bed course, and the upper end of rotary churning pile is fixedly connected with rotation
Bar planting in stake is sprayed, being internally embedded for bay wall of precipitation is provided with the radial reinforcing bar of external corner, and the one of the radial reinforcing bar of external corner
Side is provided with reinforcing bar, and the side of the reinforcing bar is provided with inner corner trim cross wise reinforcement.
As a preferred technical solution of the present invention, the place of the peripheral 500mm of the rotary churning pile is provided with hanging plate bed course.
As a preferred technical solution of the present invention, the thickness of the hanging plate bed course is 5cm.
As a preferred technical solution of the present invention, the radial reinforcing bar of external corner is separately positioned on the interior of precipitation bay wall
Side and outside.
As a preferred technical solution of the present invention, the inner corner trim cross wise reinforcement is separately positioned on the inside of precipitation bay wall
The outside and.
As a preferred technical solution of the present invention, there are five the brick inspection shaft is arranged altogether.
Compared with prior art, the present invention provides a kind of sedimentation basin and its construction method closing on seashore, have following
Advantageous effect：
For the present invention by using agent structure as supporting construction, speed of application is fast, disclosure satisfy that seashore geological conditions is undesirable
In the case of sedimentation basin construction, while can ensure construction safety, and construction speed is very fast, save material, ensure engineering matter
Amount.
Description of the drawings
Attached drawing is used to provide further understanding of the present invention, and a part for constitution instruction, the reality with the present invention
It applies example to be used to explain the present invention together, not be construed as limiting the invention.
In the accompanying drawings：
Fig. 1 is the sedimentation basin axial view of the present invention；
Fig. 2 is the sedimentation basin vertical view of the present invention；
Fig. 3 is the sedimentation basin A sectional views of the present invention；
Fig. 4 is the rotary churning pile floor plan of the present invention；
Fig. 5 is the hanging plate bed course mounting structure schematic diagram of the present invention；
Fig. 6 is bar planting mounting structure schematic diagram on the rotary churning pile of the present invention；
Fig. 7 is the rotary churning pile structural schematic diagram of the present invention；
Fig. 8 is the reinforcement installation structural schematic diagram of side within the walls of the present invention；
Fig. 9 is the B cross-sectional views of the present invention；
Figure 10 is reinforcement installation structural schematic diagram on the outside of the wall of the present invention；
Figure 11 is the C cross-sectional views of the present invention；
Figure 12 is the hanging plate transverse horizontal reinforcement installation structural schematic diagram of the present invention；
Figure 13 is the D cross-sectional views of the present invention.
In figure：1, sedimentation basin bottom plate；2, sewage inlet casing；3, bay wall is precipitated；4, hanging plate；5, brick inspection shaft；6, it sinks
Shallow lake pond top plate；7, sewage inner passage；8, rotary churning pile；9, hanging plate bed course；10, bar planting on rotary churning pile；11, the radial steel of external corner
Muscle；12, reinforcing bar；13, inner corner trim cross wise reinforcement；14, hanging plate transverse horizontal reinforcing bar.
Specific implementation mode
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation describes, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.
In the description of the present invention, it is to be understood that, term "upper", "lower", "front", "rear", "left", "right", "top",
The orientation or positional relationship of the instructions such as "bottom", "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, merely to just
In the description present invention and simplify description, do not indicate or imply the indicated device or element must have a particular orientation, with
Specific azimuth configuration and operation, therefore be not considered as limiting the invention.
Embodiment：Referring to Fig.1-13, the present invention provides a kind of technical solution, a kind of sedimentation basin closing on seashore and its construction
The upper end of method, including sedimentation basin bottom plate 1, sedimentation basin bottom plate 1 is fixedly connected with precipitation bay wall 3, and the periphery of sedimentation basin bottom plate 1
It is provided with rotary churning pile 8, the front surface insertion of precipitation bay wall 3 is provided with sewage inlet casing 2, and precipitates the upper end setting of bay wall 3
There are hanging plate 4, the side of precipitation bay wall 3 to be provided with sedimentation basin top plate 6, and precipitates being internally embedded for bay wall 3 and be provided with hanging plate transverse direction
The upper end insertion of horizontal reinforcement 14, sedimentation basin top plate 6 is provided with brick inspection shaft 5, and the both sides of brick inspection shaft 5 are respectively arranged with
The periphery of sewage inner passage 7, rotary churning pile 8 is provided with hanging plate bed course 9, and the upper end of rotary churning pile 8 is fixedly connected on rotary churning pile
Bar planting 10, being internally embedded for bay wall 3 of precipitation are provided with the radial reinforcing bar 11 of external corner, and the side of the radial reinforcing bar of external corner 11 is provided with
The side of reinforcing bar 12, reinforcing bar 12 is provided with inner corner trim cross wise reinforcement 13.
Hanging plate 4 is poured for convenience, in the present embodiment, it is preferred that the place of the peripheral 500mm of rotary churning pile 8 is provided with hanging plate
Bed course 9.
In order to make hanging plate bed course 9 more preferable, in the present embodiment, it is preferred that the thickness of hanging plate bed course 9 is 5cm.
In order to improve the toughness of precipitation bay wall 3, in the present embodiment, it is preferred that the radial reinforcing bar of external corner 11 is separately positioned on
Precipitate the inner side and outer side of bay wall 3.
In order to increase the rigidity of precipitation bay wall 3, in the present embodiment, it is preferred that it is heavy that inner corner trim cross wise reinforcement 13 is separately positioned on
The inner side and outer side of shallow lake bay wall 3.
In order to preferably observe the situation in sedimentation basin, in the present embodiment, it is preferred that brick inspection shaft 5 is provided with five altogether
It is a.
The upper end of the principle of the present invention and process for using, sedimentation basin bottom plate 1 is fixedly connected with precipitation bay wall 3, and sedimentation basin
The periphery of bottom plate 1 is provided with rotary churning pile 8, and the front surface insertion of precipitation bay wall 3 is provided with sewage inlet casing 2, and precipitates bay wall 3
Upper end be provided with hanging plate 4, the side of precipitation bay wall 3 is provided with sedimentation basin top plate 6, and precipitate bay wall 3 is internally embedded setting
There are hanging plate transverse horizontal reinforcing bar 14, the upper end insertion of sedimentation basin top plate 6 to be provided with brick inspection shaft 5, the both sides of brick inspection shaft 5
It is respectively arranged with sewage inner passage 7, the periphery of rotary churning pile 8 is provided with hanging plate bed course 9, and the upper end of rotary churning pile 8 is fixedly connected
There are bar planting 10 on rotary churning pile, being internally embedded for bay wall 3 of precipitation is provided with the radial reinforcing bar 11 of external corner, the radial reinforcing bar of external corner 11
Side is provided with reinforcing bar 12, and the side of reinforcing bar 12 is provided with inner corner trim cross wise reinforcement 13, beats 400mm left-right rotaries on foundation pit periphery first
Stake 8 is sprayed, in foundation pit periphery construction hanging plate bed course 9 after the completion of the construction of rotary churning pile 8（Hanging plate 4 is outer for being tangled in reverse construction
Wall construction）, 3 Steel Reinforcing Bar Material of sedimentation basin exterior wall is carried out later（Exterior wall reinforcing bar is divided into inside reinforcing bar and outside reinforcing bar, and reinforcing bar is at top
Bent anchor enters in hanging plate 4, pounds reinforcing bar in rain after the completion of 12 blanking of reinforcing bar, top bent anchor reinforcing bar just in hanging plate 4,
Binding hanging plate horizontal reinforcement 14 later, beginning earth excavation to foundation pit can bear depth after having poured hanging plate 4, be pounded at this time into soil
Interior sedimentation basin exterior wall reinforcing bar is just spilt, and carries out new Steel Reinforcing Bar Material again at this time, and pound in lower soil, by upper and lower two
Layer reinforcing bar is attached using straight thread connector, and since lower square bar has been pounded in soil, reinforcing bar such as method rotates, therefore
Straight thread connector should be processed into lower fastening connector counterclockwise clockwise, bound after tightening and play wall horizontal bar and vertical muscle, poured
Concrete is built, continues downward earth excavation after concrete strength reaches, continues reinforcement construction and concreting.
The foregoing is only a preferred embodiment of the present invention, but scope of protection of the present invention is not limited thereto,
Any one skilled in the art in the technical scope disclosed by the present invention, according to the technique and scheme of the present invention and its
Inventive concept is subject to equivalent substitution or change, should be covered by the protection scope of the present invention.
Claims (6)
1. a kind of sedimentation basin and its construction method closing on seashore, including sedimentation basin bottom plate（1）, which is characterized in that the precipitation
Bottom of pond plate（1）Upper end be fixedly connected with precipitation bay wall（3）, and sedimentation basin bottom plate（1）Periphery be provided with rotary churning pile（8）, institute
State precipitation bay wall（3）Front surface insertion be provided with sewage inlet casing（2）, and precipitate bay wall（3）Upper end be provided with hanging plate
（4）, the precipitation bay wall（3）Side be provided with sedimentation basin top plate（6）, and precipitate bay wall（3）Be internally embedded and be provided with extension
Plate transverse horizontal reinforcing bar（14）, the sedimentation basin top plate（6）Upper end insertion be provided with brick inspection shaft（5）, the brick inspection
Look into well（5）Both sides be respectively arranged with sewage inner passage（7）, the rotary churning pile（8）Periphery be provided with hanging plate bed course（9）,
And rotary churning pile（8）Upper end be fixedly connected with bar planting on rotary churning pile（10）, the precipitation bay wall（3）Be internally embedded and be provided with sun
The radial reinforcing bar in angle（11）, the radial reinforcing bar of external corner（11）Side be provided with reinforcing bar（12）, the reinforcing bar（12）One
Side is provided with inner corner trim cross wise reinforcement（13）.
2. a kind of sedimentation basin and its construction method closing on seashore according to claim 1, which is characterized in that the churning
Stake（8）The place of peripheral 500mm be provided with hanging plate bed course（9）.
3. a kind of sedimentation basin and its construction method closing on seashore according to claim 1, which is characterized in that the hanging plate
Bed course（9）Thickness be 5cm.
4. a kind of sedimentation basin and its construction method closing on seashore according to claim 1, which is characterized in that the external corner
Radial reinforcing bar（11）It is separately positioned on precipitation bay wall（3）Inner side and outer side.
5. a kind of sedimentation basin and its construction method closing on seashore according to claim 1, which is characterized in that the inner corner trim
Cross wise reinforcement（13）It is separately positioned on precipitation bay wall（3）Inner side and outer side.
6. a kind of sedimentation basin and its construction method closing on seashore according to claim 1, which is characterized in that described brick
Inspection shaft（5）Altogether there are five settings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810450397.2A CN108547367A (en) | 2018-05-11 | 2018-05-11 | A kind of sedimentation basin and its construction method closing on seashore |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810450397.2A CN108547367A (en) | 2018-05-11 | 2018-05-11 | A kind of sedimentation basin and its construction method closing on seashore |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108547367A true CN108547367A (en) | 2018-09-18 |
Family
ID=63494555
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810450397.2A Pending CN108547367A (en) | 2018-05-11 | 2018-05-11 | A kind of sedimentation basin and its construction method closing on seashore |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108547367A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06228947A (en) * | 1993-02-01 | 1994-08-16 | Taisei Corp | Construction of landslide protection wall in ground filled up with wastes |
| CN102828520A (en) * | 2012-09-11 | 2012-12-19 | 中煤科工集团武汉设计研究院中汉岩土工程分公司 | Ring-shaped inner supporting structure used in deep peat soil deep foundation pit |
| CN105036329A (en) * | 2015-06-24 | 2015-11-11 | 福州百特环保设备有限公司 | Combined type integrated sewage treatment device and mounting method |
| CN106925000A (en) * | 2015-12-30 | 2017-07-07 | 上海浦东建筑设计研究院有限公司 | A kind of three lattice sedimentation basins for building site |
-
2018
- 2018-05-11 CN CN201810450397.2A patent/CN108547367A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH06228947A (en) * | 1993-02-01 | 1994-08-16 | Taisei Corp | Construction of landslide protection wall in ground filled up with wastes |
| CN102828520A (en) * | 2012-09-11 | 2012-12-19 | 中煤科工集团武汉设计研究院中汉岩土工程分公司 | Ring-shaped inner supporting structure used in deep peat soil deep foundation pit |
| CN105036329A (en) * | 2015-06-24 | 2015-11-11 | 福州百特环保设备有限公司 | Combined type integrated sewage treatment device and mounting method |
| CN106925000A (en) * | 2015-12-30 | 2017-07-07 | 上海浦东建筑设计研究院有限公司 | A kind of three lattice sedimentation basins for building site |
Non-Patent Citations (2)
| Title |
|---|
| 肖宇峰 周成伟: "九江钢厂一次铁皮沉淀池沉井施工技术", 《建筑施工》 * |
| 许佳琪: "《混凝土结构平法设计要点解析》", 31 August 2015 * |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180918 |
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| RJ01 | Rejection of invention patent application after publication |