CN108035302A - A kind of bank protection construction method for being suitable for complicated water front - Google Patents
A kind of bank protection construction method for being suitable for complicated water front Download PDFInfo
- Publication number
- CN108035302A CN108035302A CN201711031365.0A CN201711031365A CN108035302A CN 108035302 A CN108035302 A CN 108035302A CN 201711031365 A CN201711031365 A CN 201711031365A CN 108035302 A CN108035302 A CN 108035302A
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- pile foundation
- steel
- water front
- concrete prefabricated
- construction method
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 35
- 238000010276 construction Methods 0.000 title claims abstract description 30
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 47
- 239000010959 steel Substances 0.000 claims abstract description 47
- 239000004567 concrete Substances 0.000 claims abstract description 30
- 238000000034 method Methods 0.000 claims abstract description 3
- 238000003466 welding Methods 0.000 claims abstract description 3
- 239000000428 dust Substances 0.000 abstract description 4
- 230000002349 favourable effect Effects 0.000 abstract description 2
- 230000001932 seasonal effect Effects 0.000 abstract 1
- 238000013461 design Methods 0.000 description 5
- 239000011150 reinforced concrete Substances 0.000 description 5
- 238000005452 bending Methods 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 2
- 238000011161 development Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 238000012552 review Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/06—Moles; Piers; Quays; Quay walls; Groynes; Breakwaters ; Wave dissipating walls; Quay equipment
- E02B3/066—Quays
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Revetment (AREA)
Abstract
The invention discloses a kind of bank protection construction method for being suitable for complicated water front, the described method comprises the following steps：Pile foundation is set along the complicated water front；Side sets concrete prefabricated element near water at the top of pile foundation, and upper horizontal direction bolt and lower horizontal direction bolt, concrete prefabricated element are buried inside concrete prefabricated element and is connected by lower horizontal direction bolt with pile foundation；Pull in shore welding angle steel in side at the top of pile foundation, L-type prefabricated steel is arranged above pile foundation, prefabricated steel horizontal ends are connected by vertical bolt with angle steel, and prefabricated steel vertical end is then connected by upper horizontal direction bolt with concrete prefabricated element.The shore protection of the present invention has that short construction period, speed are fast, and construction site requires low, surrounding enviroment is influenced small, and noise, airborne dust problem are few, is had advantage by seasonal effect is small etc., also constructed with favourable modularization flat moulded prefabricatedization, suitable for advantages such as complicated water fronts.
Description
Technical field
The present invention relates to a kind of bank protection construction method for being suitable for complicated water front.
Background technology
Bank protection structure is substantially based on traditional monolithic reinforced concrete structure at this stage, although design theory is ripe, applies
Work is experienced, but still suffers from many deficiencies, is mainly reflected in monolithic reinforced concrete structure long construction period, speed of application
Slowly, influenced by season and weather big；Construction site requires height, surrounding enviroment is influenced big；Noise, airborne dust outstanding problem, no
Beneficial to environmental protection；High aspect is required labour.It is applicable at this stage, is economical, is safe, green fabricated construction enters hair
The fast traffic lane of exhibition, the demand for development of active response modernization of the present invention, designs a kind of assembled shield for being suitable for complicated water front
Bank.
The content of the invention
The technical problem to be solved in the present invention adheres to green, economic, safety idea of development, designs a kind of suitable for multiple
The bank protection construction method of miscellaneous water front, solve current monolithic reinforced concrete structure low construction efficiency, environment influence it is big the problems such as, together
When engineering require construction site low, favourable modularization flat moulded prefabricatedization construction.
In order to realize above-mentioned technical problem, the present invention uses following technical scheme：A kind of shore protection for being suitable for complicated water front
Construction method, it is characterised in that the described method comprises the following steps：
A, pile foundation is set along the complicated water front；
B, side sets concrete prefabricated element near water at pile foundation top, and upper horizontal direction bolt is buried inside concrete prefabricated element with
Horizontal direction bolt, concrete prefabricated element are connected by lower horizontal direction bolt with pile foundation；
C, pull in shore welding angle steel in side at the top of pile foundation, L-type prefabricated steel is arranged above pile foundation, it is vertical that prefabricated steel horizontal ends pass through
Bolt is connected with angle steel, and prefabricated steel vertical end is then connected by upper horizontal direction bolt with concrete prefabricated element.
Further, the pile foundation is steel sheet pile.
Further, the upper surface of concrete prefabricated element connects with mud upper thread.
It is preferred that concrete prefabricated element, prefabricated steel, angle steel can be determined along river to size according to the flatness of water front
System.In the bank section that water front is more straight, concrete prefabricated element, prefabricated steel, angle steel suitable river to size can be more pile bases
Littoral line length, can make it that shore protection globality is stronger.It is concrete prefabricated element, prefabricated in the bank section that water front is more tortuous
Steel plate, angle steel suitable river can be identical with single pile foundation bank line length to size, can be adapted for Various Complex bank section, it is actual suitable
It is wider with scope.
Pull in shore the underground of side it is preferred that the prefabricated steel is located at shore protection.In this way, it can cause the structure of flood-control wall
More stablize.
It is preferred that the armored concrete that it is C30 that the material of the concrete prefabricated element, which is strength grade,.So so that
For this flood-control wall while proof strength, it manufactures cost reduction.
The positive effect of the present invention is：
1st, all components of the invention are prefabricated components, reduce monolithic reinforced concrete structure long construction period, construction speed
Degree is slow, is influenced the problems such as big by season and weather, shortens construction period.
2nd, quick construction of the present invention is convenient, and the influence to surrounding enviroment is smaller, and noise is small, and airborne dust problem is small, is conducive to ring
Protect in border.
3rd, bank protection structure of the invention is suitable for the complex bank section of water front, it is not necessary to for the bending prefabricated abnormity of bank section
Prefabricated section.
4th, bank protection structure monolithic stability of the invention, it is possible to achieve flood control water blocking task.
Brief description of the drawings
Fig. 1 is schematic diagram of the present invention.
Figure includes：Pile foundation 1, concrete prefabricated element 2, prefabricated steel 3, angle steel 4, bolt 5, vertical bolt 51, lower water
Put down to bolt 52, upper horizontal direction bolt 53, mud upper thread 6.
Embodiment
Name preferred embodiment, and become apparent from intactly illustrating the present invention with reference to attached drawing.
As shown in Figure 1, a kind of shore protection, it includes pile foundation 1, concrete prefabricated element 2 and connector, and the pile foundation 1 is located at
The bottom of whole bank protection structure, is steel sheet pile.Concrete prefabricated element 2 is located at the top of pile foundation 1 side near water, pile foundation 1 and concrete
Prefabricated components 2 are connected by connector.Connector includes bolt 5, angle steel 4 and prefabricated steel 3.Angle steel 4 is welded on the top of pile foundation 1
Pull in shore side, prefabricated steel 3 is L-type, is arranged in the top of pile foundation 1, and be connected with angle steel 4 by vertical bolt 51.Single concrete
Bury two horizontal direction bolts in the inside of prefabricated components 2（Lower horizontal direction bolt 52, upper horizontal direction bolt 53）, and pass through upper horizontal direction
Bolt 53, lower horizontal direction bolt 52 are connected with prefabricated steel 3 and pile foundation 1 respectively.So far, total becomes an entirety.It is mixed
The upper surface of solidifying soil prefabricated components 2 connects with mud upper thread 6.
Pile foundation can be determined according to actual place and geological condition.For example, pile foundation is the Larsen steel sheet pile of certain model, pile foundation
Length along place bank is 1.38m, and the width along Yokogawa direction is 0.43m, and the length of pile foundation is 6m.During practical application, stake
Size, length and the height of being unearthed of base are integrated by checking calculations such as flood-control wall monolithic stability, bearing capacity of pile foundation and determined.
In smooth coast section, concrete prefabricated element 2, prefabricated steel 3, the length on angle steel 5 along place bank are 3 pile base edges
Water front length, is 4.14m.In bending bank section, above-mentioned component is isometric along place bank length and single pile foundation, is 1.38m.Coagulation
Native prefabricated components are highly 0.9m, thickness 0.25m.The shore protection can be so caused to be suitable for various bank sections.
The material of concrete prefabricated element is the armored concrete that strength grade is C30, can so be made it have good
Intensity.Bolt uses M20 bolts, and channel steel uses 30b channel steels, and angle steel uses 8# angle steel, can so meet structural strength.
In practical applications, according to actual place condition, it is difficult to carry out since place limits conventional bank protection structure pattern,
It is considered as selecting the shore protection of the present invention.In addition, conventional bank section can also apply the bank protection structure pattern that the design provides.According to place
Condition, determines suitable pile foundation length, and then determines other sizes, and safety review is finally carried out to the design structure to ensure to tie
The safety of structure.And in practical applications, two level barricade can be designed according to actual conditions, to meet requirement of setting up defences.
The shore protection constructed by construction method of the present invention has the following advantages：
1st, all components of the invention are prefabricated components, reduce monolithic reinforced concrete structure long construction period, construction speed
Degree is slow, is influenced the problems such as big by season and weather, shortens construction period.
2nd, quick construction of the present invention is convenient, and the influence to surrounding enviroment is smaller, and noise is small, and airborne dust problem is small, is conducive to ring
Protect in border.
3rd, bank protection structure of the invention is suitable for the complex bank section of water front, it is not necessary to for the bending prefabricated abnormity of bank section
Prefabricated section.
4th, bank protection structure monolithic stability of the invention, it is possible to achieve flood control water blocking task.
In the description of the present invention, it is to be understood that term " on ", " under ", "front", "rear", "left", "right", " perpendicular
Directly ", the orientation of the instruction such as " level ", " top ", " bottom ", " interior ", " outer " or position relationship are based on orientation shown in the drawings or position
Relation is put, it is of the invention necessary with simplified description, rather than the device or element of instruction or hint meaning to be for only for ease of description
With specific orientation, with specific azimuth configuration and operation, therefore be not considered as limiting the invention.
Although the embodiment of the present invention is the foregoing described, it will be appreciated by those of skill in the art that this is only
For example, protection scope of the present invention is to be defined by the appended claims.Those skilled in the art without departing substantially from
On the premise of the principle of the present invention and essence, various changes or modifications can be made to these embodiments, but these changes and
Modification each falls within protection scope of the present invention.
Claims (7)
- A kind of 1. bank protection construction method for being suitable for complicated water front, it is characterised in that the described method comprises the following steps：Pile foundation is set along the complicated water front；Side sets concrete prefabricated element near water at the top of pile foundation, and upper horizontal direction bolt and lower water are buried inside concrete prefabricated element Put down to bolt, concrete prefabricated element and be connected by lower horizontal direction bolt with pile foundation；Pull in shore welding angle steel in side at the top of pile foundation, L-type prefabricated steel is arranged above pile foundation, prefabricated steel horizontal ends pass through vertical spiral shell Bolt is connected with angle steel, and prefabricated steel vertical end is then connected by upper horizontal direction bolt with concrete prefabricated element.
- 2. the bank protection construction method as claimed in claim 1 for being suitable for complicated water front, it is characterised in that the pile foundation is steel plate Stake.
- 3. the bank protection construction method as claimed in claim 1 for being suitable for complicated water front, it is characterised in that concrete prefabricated element Upper surface connect with mud upper thread.
- 4. the bank protection construction method as claimed in claim 1 for being suitable for complicated water front, it is characterised in that the prefabricated steel position Pull in shore the underground of side in shore protection.
- 5. the bank protection construction method as claimed in claim 1 for being suitable for complicated water front, it is characterised in that concrete prefabricated element, Prefabricated steel, angle steel can be customized along river to size according to the flatness of water front.
- 6. the bank protection construction method as claimed in claim 5 for being suitable for complicated water front, it is characterised in that more straight in water front Bank section, concrete prefabricated element, prefabricated steel, angle steel suitable river to size be more pile bases littoral line length.
- 7. the bank protection construction method as claimed in claim 5 for being suitable for complicated water front, it is characterised in that more tortuous in water front Bank section, concrete prefabricated element, prefabricated steel, the suitable river of angle steel are identical with single pile foundation bank line length to size.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711031365.0A CN108035302A (en) | 2017-10-30 | 2017-10-30 | A kind of bank protection construction method for being suitable for complicated water front |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711031365.0A CN108035302A (en) | 2017-10-30 | 2017-10-30 | A kind of bank protection construction method for being suitable for complicated water front |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108035302A true CN108035302A (en) | 2018-05-15 |
Family
ID=62093535
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711031365.0A Pending CN108035302A (en) | 2017-10-30 | 2017-10-30 | A kind of bank protection construction method for being suitable for complicated water front |
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| Country | Link |
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| CN (1) | CN108035302A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201962648U (en) * | 2011-03-22 | 2011-09-07 | 贾长江 | Dike flood fighting and emergency rescue water retaining steel sheet wall capable of being quickly combined |
| CN202416252U (en) * | 2012-01-10 | 2012-09-05 | 上海友为工程设计有限公司 | L-shaped flood prevention retaining wall with high piles |
| CN105862663A (en) * | 2016-06-02 | 2016-08-17 | 江苏省水利勘测设计研究院有限公司 | Bulkhead wall type supporting and blocking structure with oblique piles and relieving slabs combined |
| CN107059774A (en) * | 2017-05-27 | 2017-08-18 | 中交第三航务工程勘察设计院有限公司 | A kind of assembled high-rise pile cap revetment structure and construction method |
| 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 |
| CN206512670U (en) * | 2016-10-12 | 2017-09-22 | 上海勘测设计研究院有限公司 | Stake formula is combined barricade |
-
2017
- 2017-10-30 CN CN201711031365.0A patent/CN108035302A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201962648U (en) * | 2011-03-22 | 2011-09-07 | 贾长江 | Dike flood fighting and emergency rescue water retaining steel sheet wall capable of being quickly combined |
| CN202416252U (en) * | 2012-01-10 | 2012-09-05 | 上海友为工程设计有限公司 | L-shaped flood prevention retaining wall with high piles |
| CN105862663A (en) * | 2016-06-02 | 2016-08-17 | 江苏省水利勘测设计研究院有限公司 | Bulkhead wall type supporting and blocking structure with oblique piles and relieving slabs combined |
| CN206512670U (en) * | 2016-10-12 | 2017-09-22 | 上海勘测设计研究院有限公司 | Stake formula is combined barricade |
| CN107059774A (en) * | 2017-05-27 | 2017-08-18 | 中交第三航务工程勘察设计院有限公司 | A kind of assembled high-rise pile cap revetment structure and construction method |
| 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 |
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