CN110093900A - Embedded concrete antiskid tenon grout stone retaining wall - Google Patents
Embedded concrete antiskid tenon grout stone retaining wall Download PDFInfo
- Publication number
- CN110093900A CN110093900A CN201910452047.4A CN201910452047A CN110093900A CN 110093900 A CN110093900 A CN 110093900A CN 201910452047 A CN201910452047 A CN 201910452047A CN 110093900 A CN110093900 A CN 110093900A
- Authority
- CN
- China
- Prior art keywords
- wall
- toe
- tenon
- retaining wall
- skidding
- 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.)
- Granted
Links
- 239000004567 concrete Substances 0.000 title claims abstract description 36
- 239000004575 stone Substances 0.000 title claims abstract description 28
- 239000011440 grout Substances 0.000 title 1
- 239000011150 reinforced concrete Substances 0.000 claims abstract description 20
- 239000011435 rock Substances 0.000 claims description 6
- 239000002689 soil Substances 0.000 claims description 5
- 230000005484 gravity Effects 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000005452 bending Methods 0.000 abstract description 3
- 238000010276 construction Methods 0.000 abstract description 3
- 238000004519 manufacturing process Methods 0.000 abstract 1
- 239000004570 mortar (masonry) Substances 0.000 abstract 1
- 238000010008 shearing Methods 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000758 substrate 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
-
- 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
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Ocean & Marine Engineering (AREA)
- Mechanical Engineering (AREA)
- Retaining Walls (AREA)
Abstract
The invention discloses an embedded concrete anti-skid tenon mortar masonry retaining wall, which comprises a wall body (1) and a wall toe (7); the front side of the wall body (1) is vertical to a ground line (4) in front of the wall, the rear side of the wall body (1) is an inclined plane (8), and the cross section of the wall body (1) is of a right-angled trapezoidal structure with a narrow top and a wide bottom; the bottom surface of the wall toe (7) is provided with a groove; the wall toe (7) is located on the reinforced concrete foundation (3); the reinforced concrete foundation (3) is provided with a reinforced concrete anti-skid tenon (2); the reinforced concrete antiskid tenon (2) extends into the groove on the bottom surface of the wall toe (7). The invention increases the anti-sliding stability of the retaining wall, reduces the area of the retaining wall and improves the economy of the retaining wall. The bending tensile stress and the shearing stress are effectively borne, the integrity of the anti-skidding tenon and the grouted stone wall body is ensured, and the bearing capacity of the structure is obviously improved. The invention has the characteristics of simple construction, economy, applicability, excellent structure and low manufacturing cost.
Description
Technical field
The present invention relates to a kind of embedded anti-skidding tenon stone masonry retaining walls of concrete, belong to river regulation technical field.
Background technique
In the design of River Embankment structure, stone masonry gravity retaining wall is because its is firm in structure, occupied area is small, investment phase
To it is lower the advantages that be widely used.But according to previous engineering practice, meet the retaining wall of Against Sliding Stability requirement often section mistake
Width, figure is too fat to move, both unsightly coordinates, also uneconomical.
To solve existing issue, anti-skidding tenon structure can be used in retaining wall substrate, can significantly reduce retaining wall
Cross dimensions.But tenon structure bears bigger bending tensile stress and shear stress compared to wall, and existing stone masonry dyke is anti-skidding
Tenon structure is generally stone masonry structure, has many defects such as intensity is low, junction is easy to damage.Therefore, there is an urgent need to one kind
It is more economical be applicable in, structure is excellent, reasonable stress, simple and convenient anti-skidding tenon retaining wall structure.
Summary of the invention
The object of the present invention is to provide a kind of embedded anti-skidding tenon stone masonry retaining walls of concrete, to guarantee wall
With the bonding strength of tenon, and guarantee that anti-skidding tenon structure is safe and effective, reaches and increase retaining wall Against Sliding Stability, reduce retaining wall
Cross dimensions, thus overcome the deficiencies in the prior art.
To achieve the above object, the present invention adopts the following technical scheme:
A kind of embedded anti-skidding tenon stone masonry retaining wall of concrete of the invention, the retaining wall includes wall and toe of wall；Wall
It is vertical with ground line before wall on front side of body, it is inclined surface on rear side of wall, wall cross sectional shape is up-narrow and down-wide ladder structure of right angle；
Toe of wall bottom surface is equipped with groove；Toe of wall is located on reinforced concrete foundation；Reinforced concrete foundation is anti-equipped with armored concrete
Sliding tenon；The anti-skidding tenon of armored concrete protrudes into the groove of toe of wall bottom surface.
In aforementioned retaining wall, the retaining wall is gravity retaining wall；The wall and toe of wall of retaining wall are stone masonry knot
Structure.
In aforementioned retaining wall, the toe of wall is rectangular configuration, and toe of wall width is greater than wall bottom width；Toe of wall top surface and wall
Preceding ground line is concordant or lower than ground line before wall.
In aforementioned retaining wall, the anti-skidding tenon upper and lower ends of armored concrete on the reinforced concrete foundation protrude steel
Reinforced concrete surface of base；The anti-skidding tenon upper end of armored concrete is protruded into the groove of toe of wall bottom surface；Armored concrete is anti-skidding convex
Tenon lower end is protruded into basement rock.
In aforementioned retaining wall, the ground line on rear side of the wall is slightly above wall top surface, after wall the soil body and wall top surface it
Between formed less than 45 degree inclined-planes.
By adopting the above-described technical solution, the present invention passes through the embedding of the anti-skidding tenon structure of concrete and stone masonry retaining wall
Enter formula combination, increases retaining wall stability against sliding, reduce earth-retaining wall area, improve retaining wall economy.It is embedded anti-
Sliding tenon structure effectively bears bending tensile stress and shear stress, ensure that the globality of anti-skidding tenon and stone masonry wall,
Significantly improve the bearing capacity of structure.Construction is simple of the present invention, economic and practical, structure is excellent, cheap, can be effectively
It improves stone masonry stability of the retaining walls and reduces stone masonry earth-retaining wall area.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention.
The label in accompanying drawing is: 1-wall, the anti-skidding tenon of 2-armored concrete；3-reinforced concrete foundations；4-walls
Preceding ground line；The soil body after 5-walls；Ground line, 7- toe of wall, the inclined surface 8-, 9- basement rock after 6-walls.
Specific embodiment
The present invention is described in further detail with reference to the accompanying drawings and examples.
A kind of embedded anti-skidding tenon stone masonry retaining wall of concrete of the invention, as shown in Figure 1: the retaining wall include
Wall 1 and toe of wall 7；1 front side of wall is vertical with ground line 4 before wall, is inclined surface 8 on rear side of wall 1, and 1 cross sectional shape of wall is upper
Narrow lower wide ladder structure of right angle；7 bottom surface of toe of wall is equipped with groove；Toe of wall 7 is located on reinforced concrete foundation 3；Reinforced concrete
Earth foundation 3 is equipped with the anti-skidding tenon 2 of armored concrete；The anti-skidding tenon 2 of armored concrete protrudes into the groove of 7 bottom surface of toe of wall.Gear
Cob wall is gravity retaining wall；The wall 1 and toe of wall 7 of retaining wall are stone masonry structure.Toe of wall 7 is rectangular configuration, and toe of wall 7 is wide
Degree is greater than 1 bottom width of wall；7 top surface of toe of wall is concordant with ground line 4 before wall or lower than ground line 4 before wall.Reinforced concrete
Anti-skidding 2 upper and lower ends of tenon of armored concrete on plinth 3 protrude 3 surface of reinforced concrete foundation；Armored concrete is anti-skidding convex
2 upper end of tenon is protruded into the groove of 7 bottom surface of toe of wall；Anti-skidding 2 lower end of tenon of armored concrete is protruded into basement rock 9.The ground of 1 rear side of wall
Upper thread 6 is slightly above 1 top surface of wall, forms less than 45 degree inclined-planes after wall between 1 top surface of the soil body 5 and wall.
Embodiment
When it is implemented, as shown in Figure 1, the reinforced concrete foundation 3 of retaining wall is corresponding with the anti-skidding tenon 2 of armored concrete
Groove excavate simultaneously.It completes to excavate anti-skidding 2 structure of tenon of after-pouring armored concrete, the anti-skidding tenon 2 of armored concrete stretches out
Reinforced concrete foundation 3 protrudes into basement rock 9.Then the masonry of toe of wall 7 and wall 1, wall are carried out on reinforced concrete foundation 3
Toe 7 and wall 1 are stone masonry structure.The anti-skidding tenon 2 of armored concrete is built in the toe of wall 7 of retaining wall.Keep reinforcing bar mixed
The solidifying anti-skidding tenon 2 of soil is goed deep into a manner of insertion in stone masonry retaining wall, and will be native after wall by the anti-skidding tenon 2 of armored concrete
The thrust of body 5 is transferred on the basement rock 9 of 3 bottom of reinforced concrete foundation, collectively forms complete anti-skidding tenon retaining wall.
The position of 1 height of wall and 7 width of toe of wall and the anti-skidding tenon 2 of armored concrete should be according to live practical in this example
Geological conditions rationally determines.
The present invention passes through the embedded combination of concrete anti-skidding tenon structure and stone masonry retaining wall, and it is anti-to increase retaining wall
Sliding stability, reduces earth-retaining wall area, improves retaining wall economy.Embedded anti-skidding tenon structure effectively bears curved
Qula stress and shear stress ensure that the globality of anti-skidding tenon and stone masonry wall, significantly improve the bearing capacity of structure.
Construction is simple of the present invention, economic and practical, structure is excellent, cheap, can effectively improve stone masonry stability of the retaining walls and subtract
Few stone masonry earth-retaining wall area.
Claims (5)
1. a kind of anti-skidding tenon stone masonry retaining wall of embedded concrete, the retaining wall include wall (1) and toe of wall (7)；Its
It is characterized in that: it is vertical with ground line before wall (4) on front side of wall (1), it is inclined surface (8), wall (1) section shape on rear side of wall (1)
Shape is up-narrow and down-wide ladder structure of right angle；Toe of wall (7) bottom surface is equipped with groove；Toe of wall (7) is located at reinforced concrete foundation (3)
On；Reinforced concrete foundation (3) is equipped with the anti-skidding tenon of armored concrete (2)；The anti-skidding tenon of armored concrete (2) protrudes into toe of wall
(7) in the groove of bottom surface.
2. the anti-skidding tenon stone masonry retaining wall of embedded concrete according to claim 1, it is characterised in that: the retaining wall
For gravity retaining wall；The wall (1) and toe of wall (7) of retaining wall are stone masonry structure.
3. the anti-skidding tenon stone masonry retaining wall of embedded concrete according to claim 1, it is characterised in that: the toe of wall
It (7) is rectangular configuration, toe of wall (7) width is greater than wall (1) bottom width；Toe of wall (7) top surface it is concordant with ground line before wall (4) or
Lower than ground line before wall (4).
4. the anti-skidding tenon stone masonry retaining wall of embedded concrete according to claim 1, it is characterised in that: the reinforcing bar is mixed
The anti-skidding tenon of armored concrete (2) upper and lower ends on solidifying earth foundation (3) protrude reinforced concrete foundation (3) surface；Reinforcing bar
The anti-skidding tenon of concrete (2) upper end is protruded into the groove of toe of wall (7) bottom surface；Base is protruded into the anti-skidding tenon of armored concrete (2) lower end
In rock (9).
5. the anti-skidding tenon stone masonry retaining wall of embedded concrete according to claim 1, it is characterised in that: the wall
(1) ground line (6) on rear side of is slightly above wall (1) top surface, is formed between the soil body (5) and wall (1) top surface less than 45 degree after wall
Inclined-plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910452047.4A CN110093900B (en) | 2019-05-28 | 2019-05-28 | Embedded concrete anti-slip tenon slurry masonry retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910452047.4A CN110093900B (en) | 2019-05-28 | 2019-05-28 | Embedded concrete anti-slip tenon slurry masonry retaining wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN110093900A true CN110093900A (en) | 2019-08-06 |
| CN110093900B CN110093900B (en) | 2024-03-01 |
Family
ID=67449567
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910452047.4A Active CN110093900B (en) | 2019-05-28 | 2019-05-28 | Embedded concrete anti-slip tenon slurry masonry retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110093900B (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200354133Y1 (en) * | 2004-03-05 | 2004-06-23 | 유근무 | Precast concrete block for retaining wall |
| KR20050089576A (en) * | 2004-03-05 | 2005-09-08 | 유근무 | Precast concrete block for retaining wall and construction method using the same |
| CN103669398A (en) * | 2013-12-26 | 2014-03-26 | 中国水电顾问集团中南勘测设计研究院有限公司 | Integrated type road cutting retaining wall |
| CN103741712A (en) * | 2014-01-16 | 2014-04-23 | 中国十九冶集团有限公司 | Retaining wall construction method |
| CN203741868U (en) * | 2013-10-11 | 2014-07-30 | 山西宏厦建筑工程有限公司 | Reinforced concrete retaining wall structure with combined anchor wire |
| CN207436092U (en) * | 2017-10-25 | 2018-06-01 | 中铁二院工程集团有限责任公司 | Multistage pin-connected panel L-type greening barricade construction |
| CN108797636A (en) * | 2018-09-06 | 2018-11-13 | 中铁二院北方勘察设计有限责任公司 | A kind of upper font retaining wall structure and its construction method |
| CN210151660U (en) * | 2019-05-28 | 2020-03-17 | 中国电建集团贵阳勘测设计研究院有限公司 | Embedded concrete antiskid tenon grout stone retaining wall |
-
2019
- 2019-05-28 CN CN201910452047.4A patent/CN110093900B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200354133Y1 (en) * | 2004-03-05 | 2004-06-23 | 유근무 | Precast concrete block for retaining wall |
| KR20050089576A (en) * | 2004-03-05 | 2005-09-08 | 유근무 | Precast concrete block for retaining wall and construction method using the same |
| CN203741868U (en) * | 2013-10-11 | 2014-07-30 | 山西宏厦建筑工程有限公司 | Reinforced concrete retaining wall structure with combined anchor wire |
| CN103669398A (en) * | 2013-12-26 | 2014-03-26 | 中国水电顾问集团中南勘测设计研究院有限公司 | Integrated type road cutting retaining wall |
| CN103741712A (en) * | 2014-01-16 | 2014-04-23 | 中国十九冶集团有限公司 | Retaining wall construction method |
| CN207436092U (en) * | 2017-10-25 | 2018-06-01 | 中铁二院工程集团有限责任公司 | Multistage pin-connected panel L-type greening barricade construction |
| CN108797636A (en) * | 2018-09-06 | 2018-11-13 | 中铁二院北方勘察设计有限责任公司 | A kind of upper font retaining wall structure and its construction method |
| CN210151660U (en) * | 2019-05-28 | 2020-03-17 | 中国电建集团贵阳勘测设计研究院有限公司 | Embedded concrete antiskid tenon grout stone retaining wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110093900B (en) | 2024-03-01 |
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