CN104532875A - Water conservancy retaining wall project - Google Patents
Water conservancy retaining wall project Download PDFInfo
- Publication number
- CN104532875A CN104532875A CN201410719179.6A CN201410719179A CN104532875A CN 104532875 A CN104532875 A CN 104532875A CN 201410719179 A CN201410719179 A CN 201410719179A CN 104532875 A CN104532875 A CN 104532875A
- Authority
- CN
- China
- Prior art keywords
- concrete
- layer
- keel
- wall
- retaining 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
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title abstract 3
- 239000004567 concrete Substances 0.000 claims abstract description 53
- 239000004568 cement Substances 0.000 claims abstract description 9
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 7
- 238000005728 strengthening Methods 0.000 claims description 16
- 238000005260 corrosion Methods 0.000 claims description 9
- 239000006260 foam Substances 0.000 claims description 7
- 235000008733 Citrus aurantifolia Nutrition 0.000 claims description 5
- 235000011941 Tilia x europaea Nutrition 0.000 claims description 5
- 239000004571 lime Substances 0.000 claims description 5
- 229920002748 Basalt fiber Polymers 0.000 claims description 3
- 239000011358 absorbing material Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 230000003139 buffering effect Effects 0.000 abstract description 5
- 230000000694 effects Effects 0.000 abstract description 3
- 230000005484 gravity Effects 0.000 abstract description 3
- 238000005187 foaming Methods 0.000 abstract 2
- 238000009954 braiding Methods 0.000 abstract 1
- 239000002689 soil Substances 0.000 description 3
- 210000003195 fascia Anatomy 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004575 stone 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
-
- 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
-
- 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
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/123—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of stone, concrete or similar stony material
-
- 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
- E02B3/16—Sealings or joints
-
- 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
- E02D29/02—Retaining or protecting walls
- E02D29/0258—Retaining or protecting walls characterised by constructional features
- E02D29/0283—Retaining or protecting walls characterised by constructional features of mixed type
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Foundations (AREA)
Abstract
The invention discloses a water conservancy retaining wall project; the strength of a concrete wall is reinforced by a basalt braiding layer, the connection area of a keel and a concrete pouring layer is increased by arranging fixed racks on the keel, and a reinforcing rib arranged between the fixed racks can form a triangular support structure with the keel, thus reinforcing the whole solidness of a building curtain wall. Foaming cement is used as a buffering layer, which can reinforce firmness of the connection between an outer all board and the keel. As a lot of bubbles exist in the foaming cement, the buffering layer also has the effects on relieving the whole quality of the wall and insulating sound besides plays a role in buffering; through the design of using a concrete reinforced body as a foundation main body and supported and fixed by piles and support posts, the good carrying capacity of the foundation is ensured. The whole foundation is designed to be with a big end up, thus improving the gravity position of the foundation. The water conservancy retaining wall project is high in structural intensity, good in impact resistance, elegant in appearance and convenient to build.
Description
Technical field
The present invention relates to hydraulic engineering technical field, be specifically related to a kind of retaining wall for hydraulic engineering.
Background technology
Retaining wall refers to supporting Roadbed Soil or the hillside soil body, prevent from banketing or the structure of soil deformation unstability.Existing retaining wall usually adopts stone to assemble and forms, and its structural strength is poor, and construction period is long, and poor impact resistance is easily caved in; Existing retaining wall outward appearance is ugly simultaneously, does not meet the requirement of modern residential environment.
Summary of the invention
For solving the problem, the invention provides a kind of retaining wall for hydraulic engineering, structural strength is high, and resistance to impact is good, good looking appearance and build convenient.
For achieving the above object, the technical scheme that the present invention takes is:
A kind of retaining wall for hydraulic engineering, comprise ground, concrete wall and concrete wall, the cross section of described concrete wall is triangular in shape, basalt fibre braid is provided with in described concrete wall, described concrete wall domatic on be disposed with concrete lift from bottom to top, cushion coat, absorbing energy layer, anti-corrosion layer, tissue layer and green layer, some vertically disposed keel are provided with in described concrete lift, described keel are provided with fixed mount, reinforcing rib is provided with between described fixed mount, energy-absorbing material is filled with in described absorbing energy layer, absorbing energy layer is had in the arranged outside of keel, described absorbing energy layer is connected with keel by joint pin, cushion coat is provided with between keel and absorbing energy layer, described anti-corrosion layer is provided with green layer, tissue layer is provided with between described green layer and anti-corrosion layer, described concrete wall top is provided with Hua Chi, drain hole is provided with bottom described colored pond, described concrete wall top is provided with spout hole in the horizontal direction, described drain hole is connected with spout hole, described ground comprises the base plate be anchored bottom foundation ditch and the top board be anchored in foundation ditch top, concrete cover is provided with above top board, the area of described base plate is less than the area of top board, described ground lateral layout is stairstepping contact surface, space between described base plate and top board is cast with concrete strengthening body, some pile posts and support bar is provided with in concrete strengthening body, described pile and support bar are mutually vertical to be arranged, pile and support bar are individually fixed in foundation ditch, the arranged outside of described concrete strengthening body has seepage proof curtain, 37 lime earth layer is provided with between described base plate and concrete strengthening body.
As preferably, described base plate and top board are quenched nickelclad.
As preferably, the material of described seepage proof curtain is pitch.
As preferably, described pile and support bar are reinforced concrete structure.
As preferably, described joint pin is by being welded to connect between described absorbing energy layer and described keel.
As preferably, described cushion coat adopts foam cement.
The present invention has following beneficial effect:
The intensity of concrete wall is strengthened by basalt braid, by arranging fixed mount on keel, increase the connection area of keel and concrete lift, the reinforcing rib arranged between fixed mount can form triangular support configurations with keel, strengthens the overall solidness of building curtain wall.Adopt foam cement as cushion coat, the degree of being connected firmly of side fascia and keel can be strengthened.Owing to there is a large amount of bubble in foam cement, playing outside buffering effect, alleviating the effect of body of wall total quality and sound insulation in addition, is foundation body by designing by concrete strengthening body, and it is fixing to use pile and support bar to be supported, ensure that the bearing capacity that ground is good.Whole ground is designed to up big and down small shape, improves the position of centre of gravity of ground, and side is stairstepping contact surface, increases contact area.Seepage proof curtain can stop moisture to infiltrate, and slows down foundation settlement.37 lime earth layer can prevent concrete strengthening body from ftractureing, and structural strength of the present invention is high, and resistance to impact is good, good looking appearance and build convenient.
Accompanying drawing explanation
Fig. 1 is the structural representation of a kind of retaining wall for hydraulic engineering of the embodiment of the present invention.
Fig. 2 is the structural representation of keel in a kind of retaining wall for hydraulic engineering of the embodiment of the present invention.
Fig. 3 is the structural representation of ground in a kind of retaining wall for hydraulic engineering of the embodiment of the present invention.
Detailed description of the invention
In order to make objects and advantages of the present invention clearly understand, below in conjunction with embodiment, the present invention is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the present invention, be not intended to limit the present invention.
As Figure 1-3, embodiments provide a kind of retaining wall for hydraulic engineering, comprise ground 1, concrete wall 2 and concrete wall 3, the cross section of described concrete wall 3 is triangular in shape, basalt fibre braid 4 is provided with in described concrete wall 3, described concrete wall 3 domatic on be disposed with concrete lift 7 from bottom to top, cushion coat 8, absorbing energy layer 10, anti-corrosion layer 11, tissue layer 12 and green layer 13, some vertically disposed keel 9 are provided with in described concrete lift 7, described keel 9 are provided with fixed mount 90, described fixed mount is provided with reinforcing rib between (90), energy-absorbing material is filled with in described absorbing energy layer 10, absorbing energy layer 10 is had in the arranged outside of keel 9, described absorbing energy layer 10 is connected with keel 9 by joint pin 14, cushion coat 8 is provided with between keel 9 and absorbing energy layer 10, described anti-corrosion layer 11 is provided with green layer 13, tissue layer 12 is provided with between described green layer 13 and anti-corrosion layer 11, described concrete wall 2 top is provided with Hua Chi 5, drain hole is provided with bottom described colored pond 5, described concrete wall 3 top is provided with spout hole 6 in the horizontal direction, described drain hole is connected with spout hole 6, described ground 1 comprises the base plate 15 be anchored bottom foundation ditch and the top board 16 be anchored in foundation ditch top, concrete cover 17 is provided with above top board 16, the area of described base plate 15 is less than the area of top board 16, described ground lateral layout is stairstepping contact surface 18, space between described base plate 15 and top board 16 is cast with concrete strengthening body 20, some pile posts 20 and support bar 21 is provided with in concrete strengthening body 19, described pile 20 and support bar 21 vertical setting mutually, pile 20 and support bar 21 are individually fixed in foundation ditch, the arranged outside of described concrete strengthening body 19 has seepage proof curtain 22, 37 lime earth layer 23 is provided with between described base plate 15 and concrete strengthening body 19
Described base plate 15 and top board 16 are quenched nickelclad.
The material of described seepage proof curtain 22 is pitch.
Described pile 20 and support bar 21 are reinforced concrete structure.
Described joint pin 14 is by being welded to connect between described absorbing energy layer 10 and described keel 9.
Described cushion coat 8 adopts foam cement.
This specifically implements the intensity being strengthened concrete wall by basalt braid, by arranging fixed mount on keel, increase the connection area of keel and concrete lift, the reinforcing rib arranged between fixed mount can form triangular support configurations with keel, strengthens the overall solidness of building curtain wall.Adopt foam cement as cushion coat, the degree of being connected firmly of side fascia and keel can be strengthened.Owing to there is a large amount of bubble in foam cement, playing outside buffering effect, alleviating the effect of body of wall total quality and sound insulation in addition, is foundation body by designing by concrete strengthening body, and it is fixing to use pile and support bar to be supported, ensure that the bearing capacity that ground is good.Whole ground is designed to up big and down small shape, improves the position of centre of gravity of ground, and side is stairstepping contact surface, increases contact area.Seepage proof curtain can stop moisture to infiltrate, and slows down foundation settlement.37 lime earth layer can prevent concrete strengthening body from ftractureing.
The above is only the preferred embodiment of the present invention; it should be pointed out that for those skilled in the art, under the premise without departing from the principles of the invention; can also make some improvements and modifications, these improvements and modifications also should be considered as protection scope of the present invention.
Claims (6)
1. a retaining wall for hydraulic engineering, it is characterized in that, comprise ground (1), concrete wall (2) and concrete wall (3), the cross section of described concrete wall (3) is triangular in shape, basalt fibre braid (4) is provided with in described concrete wall (3), described concrete wall (3) domatic on be disposed with concrete lift (7) from bottom to top, cushion coat (8), absorbing energy layer (10), anti-corrosion layer (11), tissue layer (12) and green layer (13), some vertically disposed keel (9) are provided with in described concrete lift (7), described keel (9) are provided with fixed mount (90), described fixed mount is provided with reinforcing rib between (90), described absorbing energy layer is filled with energy-absorbing material in (10), absorbing energy layer (10) is had in the arranged outside of keel (9), described absorbing energy layer (10) is connected with keel (9) by joint pin (14), cushion coat (8) is provided with between keel (9) and absorbing energy layer (10), described anti-corrosion layer (11) is provided with green layer (13), tissue layer (12) is provided with between described green layer (13) and anti-corrosion layer (11), described concrete wall (2) top is provided with Hua Chi (5), described colored pond (5) bottom is provided with drain hole, described concrete wall (3) top is provided with spout hole (6) in the horizontal direction, described drain hole is connected with spout hole (6), described ground (1) comprises the base plate (15) be anchored bottom foundation ditch and the top board (16) be anchored in foundation ditch top, top board (16) top is provided with concrete cover (17), the area of described base plate (15) is less than the area of top board (16), described ground lateral layout is stairstepping contact surface (18), space between described base plate (15) and top board (16) is cast with concrete strengthening body (20), some pile posts (20) and support bar (21) is provided with in concrete strengthening body (19), described pile (20) and support bar (21) vertical setting mutually, pile (20) and support bar (21) are individually fixed in foundation ditch, the arranged outside of described concrete strengthening body (19) has seepage proof curtain (22), 37 lime earth layer (23) is provided with between described base plate (15) and concrete strengthening body (19).
2. a kind of retaining wall for hydraulic engineering according to claim 1, is characterized in that, described base plate (15) and top board (16) are quenched nickelclad.
3. a kind of retaining wall for hydraulic engineering according to claim 1, is characterized in that, the material of described seepage proof curtain (22) is pitch.
4. a kind of retaining wall for hydraulic engineering according to claim 1, is characterized in that, described pile (20) and support bar (21) are reinforced concrete structure.
5. a kind of retaining wall for hydraulic engineering according to claim 1, is characterized in that, described joint pin (14) is by being welded to connect between described absorbing energy layer (10) and described keel (9).
6. a kind of retaining wall for hydraulic engineering according to claim 1, is characterized in that, described cushion coat (8) adopts foam cement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410719179.6A CN104532875A (en) | 2014-12-03 | 2014-12-03 | Water conservancy retaining wall project |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410719179.6A CN104532875A (en) | 2014-12-03 | 2014-12-03 | Water conservancy retaining wall project |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104532875A true CN104532875A (en) | 2015-04-22 |
Family
ID=52848483
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410719179.6A Pending CN104532875A (en) | 2014-12-03 | 2014-12-03 | Water conservancy retaining wall project |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104532875A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831749A (en) * | 2015-05-24 | 2015-08-12 | 黑龙江大学 | Water conservancy project retaining wall and construction method |
| CN106351124A (en) * | 2016-09-18 | 2017-01-25 | 陕西铁路工程职业技术学院 | Bridge construction method |
| CN112459108A (en) * | 2020-12-04 | 2021-03-09 | 安徽丰之源工程建设有限公司 | Water conservancy retaining wall structure capable of preventing soil erosion and water loss |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100980818B1 (en) * | 2010-07-05 | 2010-09-10 | 주식회사 경호엔지니어링 종합건축사사무소 | Improved post type reinforced earth retaining wall for workability and ecology space |
| CN202559376U (en) * | 2012-04-28 | 2012-11-28 | 浙江润业建设有限公司 | Near-river municipal administration road structure below viaduct bridge |
| CN203256770U (en) * | 2013-05-24 | 2013-10-30 | 王玉 | Retaining wall for water conservancy project |
| CN103696435A (en) * | 2013-12-20 | 2014-04-02 | 杨文革 | Water conservancy project retaining wall |
| CN203569579U (en) * | 2013-10-14 | 2014-04-30 | 许建财 | Building foundation |
| CN203569752U (en) * | 2013-10-14 | 2014-04-30 | 许建财 | Building curtain wall |
-
2014
- 2014-12-03 CN CN201410719179.6A patent/CN104532875A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100980818B1 (en) * | 2010-07-05 | 2010-09-10 | 주식회사 경호엔지니어링 종합건축사사무소 | Improved post type reinforced earth retaining wall for workability and ecology space |
| CN202559376U (en) * | 2012-04-28 | 2012-11-28 | 浙江润业建设有限公司 | Near-river municipal administration road structure below viaduct bridge |
| CN203256770U (en) * | 2013-05-24 | 2013-10-30 | 王玉 | Retaining wall for water conservancy project |
| CN203569579U (en) * | 2013-10-14 | 2014-04-30 | 许建财 | Building foundation |
| CN203569752U (en) * | 2013-10-14 | 2014-04-30 | 许建财 | Building curtain wall |
| CN103696435A (en) * | 2013-12-20 | 2014-04-02 | 杨文革 | Water conservancy project retaining wall |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104831749A (en) * | 2015-05-24 | 2015-08-12 | 黑龙江大学 | Water conservancy project retaining wall and construction method |
| CN104831749B (en) * | 2015-05-24 | 2016-10-26 | 黑龙江大学 | Retaining wall for hydraulic engineering and construction method |
| CN106351124A (en) * | 2016-09-18 | 2017-01-25 | 陕西铁路工程职业技术学院 | Bridge construction method |
| CN106351124B (en) * | 2016-09-18 | 2018-06-15 | 陕西铁路工程职业技术学院 | A kind of method for bridge construction |
| CN112459108A (en) * | 2020-12-04 | 2021-03-09 | 安徽丰之源工程建设有限公司 | Water conservancy retaining wall structure capable of preventing soil erosion and water loss |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150422 |