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
- protective
- bunding
- place band
- Prior art date
Links
- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 27
- 230000001681 protective Effects 0.000 title abstract 6
- 239000002131 composite materials Substances 0.000 title abstract 2
- 239000011901 water Substances 0.000 claims abstract description 5
- 239000000203 mixtures Substances 0.000 claims description 12
- 239000004567 concrete Substances 0.000 claims description 5
- 280000312338 Pavement companies 0.000 claims description 3
- 238000010276 construction Methods 0.000 claims description 3
- 238000005253 cladding Methods 0.000 abstract 2
- 239000011178 precast concrete Substances 0.000 description 11
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 230000003014 reinforcing Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 210000003205 Muscles Anatomy 0.000 description 1
- 239000004568 cements Substances 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 230000001131 transforming Effects 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
-
- 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
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 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) |
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 not_active Application Discontinuation
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 |
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Application publication date: 20170510 |