CN106638455A - Composite Z-shaped precast reinforced concrete bunding protective wall - Google Patents
Composite Z-shaped precast reinforced concrete bunding protective wall Download PDFInfo
- Publication number
- CN106638455A CN106638455A CN201611157340.0A CN201611157340A CN106638455A CN 106638455 A CN106638455 A CN 106638455A CN 201611157340 A CN201611157340 A CN 201611157340A CN 106638455 A CN106638455 A CN 106638455A
- Authority
- CN
- China
- Prior art keywords
- cast
- reinforced concrete
- place band
- bunding
- protective wall
- 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.)
- Pending
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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
-
- 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
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
Abstract
The invention provides a composite Z-shaped precast reinforced concrete bunding protective wall and belongs to the technical field of hydraulic engineering. The protective wall is composed of a Z-shaped precast reinforced concrete element, a precast retaining wall slab, a precast upper cladding sheet, a wallboard cast-in-place belt, a baseboard cast-in-place belt and a beam-end cast-in-place belt. The protective wall is fast and convenient to construct, the quality guarantee is easy to achieve, and the protective wall can achieve a function of supporting water bodies. Meanwhile, a cantilevering part serves as a support of the upper cladding sheet, and the protective wall can be used for paving pedestrian ways, so that a viewing platform is formed.
Description
Art
The invention belongs to hydraulic engineering technical field, one kind combination Z-type prefabricated reinforced concrete bunding protecting wall.
Background technology
At present, when the protecting wall of sea wall, river levee, Hu Di etc. is built, existing concreting or cement block or stone
Block piles up protecting wall and all there is a problem of that efficiency of construction is relatively low.Although wherein concrete wall has intensity and toughness larger, occupy
The less advantage in space, but speed of application is slower, and less efficient is still its subject matter.This combination Z-type pre-manufactured steel for proposing
Reinforced concrete bunding protecting wall, could be formed with the barricade that blocks water of effect, improve the efficiency of construction of armored concrete bunding, portion of encorbelmenting
The space that can be extended on bunding barricade, transformation is divided to prolong the view environment of bank.
The content of the invention
The present invention proposes a kind of combination Z-type prefabricated reinforced concrete bunding protecting wall, belongs to hydraulic engineering technical field.
The present invention is by Z-type precast reinforced concrete structure, prefabricated barricade plate, prefabricated upper cover plate, the cast-in-place band of wallboard, base plate
The cast-in-place band composition of cast-in-place band, beam-ends.
The present invention propose it is a kind of when the protecting wall of sea wall, river levee, Hu Di etc. is built, with Z-type prefabricated reinforced concrete
Component is connected by the cast-in-place band of wallboard as support frame with prefabricated barricade plate；The base of Z-type precast reinforced concrete structure
It is the precast concrete base plate of a cuboid, floor rear reserves reinforcing bar, so that each component is passed through into the cast-in-place band of base plate
Link together；Pillar side of the precast concrete pillar that Z-type precast reinforced concrete structure end erects outside base plate will
Reinforcing bar is reserved, is connected with prefabricated wallboard so as to after；At the top of the end pillar of Z-type precast reinforced concrete structure outwards
The beam for of encorbelmenting is variable cross-section, and the section from the outside beam of pillar is less and less, reduces the deadweight of part of encorbelmenting, and beam-ends is reserved
Reinforcing bar, is connected together each overhanging component end with will pass through the cast-in-place band of beam-ends.
By with upper type, by such Z-type prefabricated reinforced concrete overhanging component, along bunding pendulum side by side
Put, connected together by the cast-in-place band of wallboard, the cast-in-place band of base plate and the cast-in-place band of beam-ends.Form combination Z-type prefabricated reinforced concrete bank
Dyke revetment.This combination protecting wall for being formed, can play a part of to support water body；Simultaneously part is encorbelmented as upper cover plate
Support, can lay pavement, form sightseeing platform.
The invention has the beneficial effects as follows, this kind of combination Z-type prefabricated reinforced concrete bunding protecting wall, each component is by factory
Prefabricated, quality is easy to ensure that easily and fast, section of encorbelmenting increased the space on body of wall to site operation, can lay walking
Road, forms sightseeing platform.
Description of the drawings
Fig. 1 is a kind of structural map of combination Z-type prefabricated reinforced concrete bunding protecting wall.
Fig. 2 is Z-type precast reinforced concrete structure.
1. it is Z-type precast reinforced concrete structure in figure, is 2. prefabricated barricade plate, is 3. prefabricated upper cover plate, is 4. wall
The cast-in-place band of plate, be 5. the cast-in-place band of base plate, be 6. the cast-in-place band of beam-ends, be 7. precast concrete base plate, be 8. the reserved steel of floor rear
Muscle, is 9. bottom end precast concrete column (inner side), is 10. bottom end precast concrete column (outside), and (11) are pillar sides
Face reserved steel bar, (12) are precast concrete Cantilever Beams, and (13) are beam-ends reserved steel bars of encorbelmenting.
Specific embodiment
The present invention combination Z-type prefabricated reinforced concrete bunding protecting wall, by Z-type precast reinforced concrete structure 1., it is prefabricated
Barricade plate 2., prefabricated upper cover plate 3., the cast-in-place band of wallboard 4., the cast-in-place band of base plate 5., 6. the cast-in-place band of beam-ends constitute.
Wherein, Z-type precast reinforced concrete structure component 1., base be the precast concrete base plate of a cuboid 7.,
5. 8. the base plate of each component, is passed through the cast-in-place band of base plate by floor rear reserved steel bar, is linked together；
The precast concrete pillar that Z-type precast reinforced concrete structure bottom end 1. is erected is along being vertically divided into two
Part, bottom end precast concrete column (inner side) is 9. with bottom end precast concrete column (outside) 10., pre- in bottom end
Concrete column (outside) processed pillar side reserved steel bar (11) 10., so as to after by the cast-in-place band of wallboard 4. with prefabricated barricade plate
2. it is connected；
It is variable cross-section in the encorbelment precast concrete Cantilever Beams (12) that of capital, beam-ends reserved steel bar (13) of encorbelmenting leads to
Cross the cast-in-place band of beam-ends 6. the beam end of each overhanging component connects together.
The prefabricated upper cover plate of polylith is laid on Cantilever Beams 3., outrigger platform waterborne is formed.
By with upper type, by such Z-type prefabricated reinforced concrete overhanging component, along bunding pendulum side by side
Put, then connected together by cast-in-place concrete band.Form combination Z-type prefabricated reinforced concrete river levee protecting wall.
Claims (2)
- It is 1. a kind of to combine Z-type prefabricated reinforced concrete bunding protecting wall, it is characterised in that：It is by Z-type prefabricated reinforced concrete structure The cast-in-place band composition of part, prefabricated barricade plate, prefabricated upper cover plate, the cast-in-place band of wallboard, the cast-in-place band of base plate, beam-ends.Such Z-type is pre- Armored concrete overhanging component processed, along bunding putting side by side, by the cast-in-place band of wallboard, the cast-in-place band of base plate and beam-ends Cast-in-place band connects together.Can play a part of to support water body；Part is encorbelmented as the support of upper cover plate, can lay simultaneously Pavement, forms sightseeing platform.
- 2.Z type prefabricated reinforced concrete overhanging components, it is characterised in that：A kind of protecting wall in construction sea wall, river levee, Hu Di etc. When, it is connected as components such as its support frame and prefabricated retaining wall panels, can play a part of to support water body；Encorbelment part work For the support of upper cover plate, pavement can be laid.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611157340.0A CN106638455A (en) | 2016-12-15 | 2016-12-15 | Composite Z-shaped precast reinforced concrete bunding protective wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201611157340.0A CN106638455A (en) | 2016-12-15 | 2016-12-15 | Composite Z-shaped precast reinforced concrete bunding protective wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106638455A true CN106638455A (en) | 2017-05-10 |
Family
ID=58823364
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201611157340.0A Pending CN106638455A (en) | 2016-12-15 | 2016-12-15 | Composite Z-shaped precast reinforced concrete bunding protective wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106638455A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114411655A (en) * | 2021-12-29 | 2022-04-29 | 长春工程学院 | A multistage sediment trapping device for soil and water conservation |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001200518A (en) * | 2000-01-18 | 2001-07-27 | Rain Forest:Kk | Retaining wall constructing method |
| CN101215815A (en) * | 2008-01-07 | 2008-07-09 | 重庆交通大学 | Method for building integrated cantilever structure composite road adapted for precipitous mountainous area |
| CN102900168A (en) * | 2012-10-08 | 2013-01-30 | 沈阳建筑大学 | Splitting and assembling structure and assembling connecting method of assembled type concrete frame-shear wall |
| CN203499258U (en) * | 2013-08-19 | 2014-03-26 | 中国建筑第八工程局有限公司 | Prefabricated overhanging type discharging platform |
| CN104060738A (en) * | 2014-06-30 | 2014-09-24 | 沈阳建筑大学 | Reserved cast-in-situ strip assembly integral concrete floor slab |
| CN204530620U (en) * | 2015-03-14 | 2015-08-05 | 上海市水利工程设计研究院有限公司 | A kind of novel combination type Ecological Retaining Wall |
-
2016
- 2016-12-15 CN CN201611157340.0A patent/CN106638455A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2001200518A (en) * | 2000-01-18 | 2001-07-27 | Rain Forest:Kk | Retaining wall constructing method |
| CN101215815A (en) * | 2008-01-07 | 2008-07-09 | 重庆交通大学 | Method for building integrated cantilever structure composite road adapted for precipitous mountainous area |
| CN102900168A (en) * | 2012-10-08 | 2013-01-30 | 沈阳建筑大学 | Splitting and assembling structure and assembling connecting method of assembled type concrete frame-shear wall |
| CN203499258U (en) * | 2013-08-19 | 2014-03-26 | 中国建筑第八工程局有限公司 | Prefabricated overhanging type discharging platform |
| CN104060738A (en) * | 2014-06-30 | 2014-09-24 | 沈阳建筑大学 | Reserved cast-in-situ strip assembly integral concrete floor slab |
| CN204530620U (en) * | 2015-03-14 | 2015-08-05 | 上海市水利工程设计研究院有限公司 | A kind of novel combination type Ecological Retaining Wall |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114411655A (en) * | 2021-12-29 | 2022-04-29 | 长春工程学院 | A multistage sediment trapping device for soil and water conservation |
| CN114411655B (en) * | 2021-12-29 | 2024-04-12 | 长春工程学院 | Multistage sand blocking device for soil and water conservation |
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| Date | Code | Title | Description |
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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 | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170510 |