CN114032949A - Ecological pile plate type retaining wall and construction method thereof - Google Patents
Ecological pile plate type retaining wall and construction method thereof Download PDFInfo
- Publication number
- CN114032949A CN114032949A CN202111248582.1A CN202111248582A CN114032949A CN 114032949 A CN114032949 A CN 114032949A CN 202111248582 A CN202111248582 A CN 202111248582A CN 114032949 A CN114032949 A CN 114032949A
- Authority
- CN
- China
- Prior art keywords
- pile
- groove
- hanging plate
- plate
- 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
Images
Classifications
-
- 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
-
- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
-
- 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
- E02D29/0275—Retaining or protecting walls characterised by constructional features cast in situ
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/04—Pipes or fittings specially adapted to sewers
- E03F3/046—Open sewage channels
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/06—Gully gratings
-
- 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
Abstract
The invention provides an ecological pile-plate type retaining wall and a construction method thereof, the ecological pile-plate type retaining wall comprises a plurality of pile bodies, a cap beam fixed at the top of each pile body, a first groove formed in the cap beam, a hanging plate fixedly arranged on the front side of each pile body and a groove body arranged on the hanging plate, the top end of each hanging plate is fixedly connected with the cap beam, a second groove is formed between each hanging plate and the corresponding groove body, and vegetation is planted in each first groove and each second groove. According to the ecological pile-plate type retaining wall, the hanging plate is arranged on the front side of the pile body, after the pile body is poured, the side slope on the rear side of the pile body does not need to be excavated, the procedure of backfilling after the hanging plate is poured is avoided, and the construction period is short; be provided with first slot on the hat beam, be provided with the ditch groove body on the link plate to all backfill in first slot and the ditch groove body, plant the vegetation on backfill, can improve the pleasing to the eye and all ring edge borders of barricade and combine together.
Description
Technical Field
The invention relates to the technical field of slope management engineering of highways, railways, water conservancy and the like, in particular to an ecological pile-plate type retaining wall and a construction method thereof.
Background
The pile plate type retaining wall is used as a light retaining structure, has wide application in various projects such as highways, railways, water conservancy and water transportation, is mainly used for treating various high and steep slopes in the construction process, particularly increases the construction and operation and maintenance difficulty in the intangible high and steep slopes in areas with complex terrain and strong geological structure development, and brings great test to the stability of the slopes. In high and steep slope management, pile-slab retaining walls are often used to resist the lateral earth pressure of the slope in order to reduce slope excavation and enhance slope stability.
Traditional stake sheet-like barricade often sets up prefabricated formula behind the stake and keeps off the native board, need pour the completion back at the pile body and carry out the secondary excavation to the soil behind the stake, lays and keeps off the native board, backfills behind the native board of final fender. The construction method is complicated and the construction period is long, and most importantly, the traditional pile-plate retaining wall is exposed outside, is lack of greening and attractive, and cannot be integrated with the surrounding environment.
Disclosure of Invention
In view of the above disadvantages of the prior art, the present invention provides an ecological pile-plate retaining wall and a construction method thereof, which are used to solve the problems of the prior art that the construction period is prolonged by arranging a retaining plate after piles are adopted, and the retaining wall is lack of greening and beautiful appearance.
In order to achieve the above and other related objects, the present invention provides an ecological pile-plate retaining wall, which includes a plurality of pile bodies, a cap beam fixed on the top of the pile body, a first groove formed on the cap beam, a hanging plate fixedly disposed on the front side of the pile body, and a groove body mounted on the hanging plate, wherein the top end of the hanging plate is fixedly connected with the cap beam, a second groove is formed between the hanging plate and the groove body, and vegetation is planted in both the first groove and the second groove.
Preferably, ecological stake slab-type barricade still includes the escape canal of fixing at the road bed top, the cap roof beam in first ditch groove and the wash port has all been seted up to the ditch body in the second ditch groove, the below side of wash port is set up in the second ditch groove to the escape canal.
Preferably, a filter member is disposed in the drain hole.
Preferably, the top surface of escape canal near the stake side is provided with the slope of slant decurrent, the top surface that the stake side was kept away from to the escape canal flushes with place or road on the road bed.
Preferably, the pile body, the cap beam and the hanging plate are reinforced concrete cast-in-place components, the cap beam and the hanging plate are integrally formed parts, the adjacent pile bodies are fixedly connected through the cap beam, and the rear side wall of the hanging plate is attached to the pile body.
Preferably, a plurality of holes are formed in the hanging plate, and the groove bodies are detachably assembled in the holes in the hanging plate.
Preferably, the groove body is a reinforced concrete prefabricated part, the cross section of the groove body is L-shaped, and a plurality of protruding heads which correspond to the holes one by one are arranged on the groove body; when the groove body is spliced on the hanging plate, the raised head is spliced in the hole.
In order to achieve the above objects and other related objects, the present invention further provides a construction method of the ecological pile-plate retaining wall, comprising the following steps:
s1, soil body drilling and excavating;
s2, constructing and pouring a pile body, wherein the top of the pile body is reserved with reinforcing steel bars to penetrate into a cap beam;
s3, constructing and pouring a cap beam, and reserving the first groove;
s4, constructing and pouring a hanging plate, wherein the hanging plate is fixedly connected with the cap beam;
s5, manufacturing a groove body, and mounting the groove body on the hanging plate, wherein a second groove is formed in the region between the groove body and the hanging plate;
and S6, backfilling soil in the first groove and the second groove, and planting vegetation on the backfilled soil.
Preferably, in step S1, the soil body is dug to the elevation of the bottom of the pile body by using a rotary excavator or a punching excavator.
Preferably, in the step S4, the steel bars of the hanging plate and the steel bars of the hat beam are overlapped, bound, and erected to fixedly connect the hat beam and the hanging plate.
As described above, the ecological pile-plate retaining wall and the construction method thereof of the invention have the following beneficial effects:
according to the ecological pile-plate type retaining wall, the hanging plate is arranged on the front side of the pile body, after the pile body is poured, the side slope on the rear side of the pile body does not need to be excavated, the procedure of backfilling after the hanging plate is poured is avoided, and the construction period is short; be provided with first slot on the hat beam, be provided with the ditch groove body on the link plate to all backfill in first slot and the ditch groove body, plant the vegetation on backfill, can improve the pleasing to the eye and all ring edge borders of barricade and combine together.
Drawings
FIG. 1 is a side view of the ecological sheet-pile retaining wall of the present invention;
FIG. 2 is a schematic front view of the ecological pile-plate retaining wall according to the present invention;
fig. 3 is a schematic structural view of a groove body of the ecological pile-plate retaining wall according to the present invention.
Description of the element reference numerals
1. A pile body; 2. a cap beam; 3. hanging the plate; 4. a first trench; 5. a trench body; 501. a second trench; 502. a raised head; 6. a drainage ditch; 7. a drain hole; 701. a filter member; 8. a hole; 9. vegetation; 10. a roadbed; 11. and (6) slope forming.
Detailed Description
The following description of the embodiments of the present invention is provided for illustrative purposes, and other advantages and effects of the present invention will become apparent to those skilled in the art from the present disclosure.
It should be understood that the structures, ratios, sizes, and the like shown in the drawings and described in the specification are only used for matching with the disclosure of the specification, so as to be understood and read by those skilled in the art, and are not used to limit the conditions under which the present invention can be implemented, so that the present invention has no technical significance, and any structural modification, ratio relationship change, or size adjustment should still fall within the scope of the present invention without affecting the efficacy and the achievable purpose of the present invention. In addition, the terms "upper", "lower", "left", "right", "middle" and "one" used in the present specification are for clarity of description, and are not intended to limit the scope of the present invention, and the relative relationship between the terms and the terms is not to be construed as a scope of the present invention.
As shown in fig. 1 and 2, the invention provides an ecological pile-plate type retaining wall, which comprises a plurality of pile bodies 1, a cap beam 2 fixed at the top of each pile body 1, a first groove 4 formed in the cap beam 2, a hanging plate 3 fixedly arranged on the front side of each pile body 1, and a groove body 5 arranged on the hanging plate 3, wherein the top end of each hanging plate 3 is fixedly connected with the cap beam 2, a second groove 501 is formed between each hanging plate 3 and the corresponding groove body 5, and vegetation 9 is planted in each of the first groove 4 and the second groove 501.
According to the ecological pile-plate type retaining wall, the hanging plate 3 is arranged on the front side of the pile body 1, and after the pile body 1 is poured, excavation construction is not needed to be carried out behind the pile body 1 to bury the hanging plate 3, so that the construction flow is saved, and the construction efficiency is improved; the vegetation 9 is planted in the first groove 4 and the second groove 501, so that the vegetation can be better integrated with the environment, and the greening effect is attractive.
Preferably, as shown in fig. 1, the ecological sheet-pile type retaining wall further includes a drainage ditch 6 fixed to the top of the roadbed 10, the cap beam 2 is provided with a drainage hole 7 in the first groove 4, and the groove body 5 is provided with a drainage hole 7 in the second groove 501, and the drainage ditch 6 is disposed below the drainage hole 7 in the second groove 501. Further, in the present embodiment, the drainage hole 7 in the first groove 4 is opened in the horizontal direction, and the opening penetrates through the front wall of the first groove 4, and the drainage hole 7 in the second groove 501 of the groove body 5 is opened in the vertical direction, and penetrates through the bottom surface of the groove body 5; the accumulated water in the first groove 4 may flow into the second groove 501 through the drainage hole 7 in the first groove 4, and the accumulated water in the second groove 501 may flow into the drainage ditch 6 through the drainage hole 7 in the second groove 501.
Preferably, as shown in fig. 1, a filter member 701 is provided in the drain hole 7. The filtering member 701 may be a filter net, a filter layer, bagged gravel, etc., in this embodiment, in order to reduce the accumulation of backfill in the first groove 4 and the second groove 501 on the filtering member 701 and avoid the blockage of the filtering member 701, the filtering member 701 is made of bagged gravel, which is low in cost and not easy to block.
Preferably, as shown in fig. 1, the top surface of the rear side wall of the drainage ditch 6 is provided with a downward slant, and the top surface of the front side of the drainage ditch 6 is flush with the site or road on the roadbed 10. In this embodiment, the rear side wall of escape canal 6 and the preceding lateral wall laminating of link plate 3, when ponding contacts 6 rear side wall tops of escape canal along link plate 3 preceding lateral wall flows down, can flow into escape canal 6 through the slope on the 6 rear side wall of escape canal, the better drainage ponding of being convenient for.
Preferably, as shown in fig. 1 and 2, the pile body 1, the cap beam 2 and the hanging plate 3 are all reinforced concrete cast-in-place members, the cap beam 2 and the hanging plate 3 are integrally formed, adjacent pile bodies 1 are fixedly connected through the cap beam 2, and the rear side wall of the hanging plate 3 is attached to the pile body 1. In this embodiment, the width of the cap beam 2 is greater than the width of the pile body 1, and part of the beam body extends out of the front side and the back side of the pile body 1 at the front side and the back side of the cap beam 2, and the hanging plate 3 is fixed on the beam body of the cap beam 2 at the front side of the pile body 1.
Preferably, as shown in fig. 2, a plurality of holes 8 are formed in the hanging plate 3, and the groove body 5 is detachably assembled in the holes 8 on the hanging plate 3; as shown in fig. 3, the trench body 5 is a reinforced concrete prefabricated component, and a plurality of protruding heads 502 corresponding to the holes 8 are arranged on the trench body 5; when the groove body 5 is spliced on the hanging plate 3, the raised head 502 is inserted in the hole 8; as shown in fig. 1, the cross-section of the gutter body 5 is L-shaped. Further, in this embodiment, the protrusion 502 is a square, the cross section of the hole 8 is a square, and the size of the protrusion 502 is matched with the size of the hole 8. In other embodiments, the shape of the nose 502 and the hole 8 can be other shapes.
The invention also aims to provide a construction method of the ecological pile-plate type retaining wall, which comprises the following steps:
a1, drilling and excavating soil, excavating the soil by a rotary excavator or a punching excavator to reach the bottom elevation of the pile body 1;
a2, processing and binding the steel bars of the pile body 1, wherein the steel bars of the pile body 1 exceed the elevation of the pile body 1 and extend into the cap beam 2, pouring concrete, and cooling the concrete to form the pile body 1;
a3, processing and binding the steel bars of the cap beam 2; processing and binding the steel bars of the hanging plate 3, and extending the vertical steel bars of the hanging plate 3 into the hat beam 2 to lap and bind with the steel bars in the hat beam 2;
a4, erecting the steel bars of the hat beam 2 and the steel bars of the hanging plate 3; reserving a first groove 4 and a drain hole 7 in the first groove 4 when the hat beam 2 is used for erecting the steel bar, reserving a hole 8 when the hanging plate 3 is used for erecting the steel bar, and pouring concrete to form the hat beam 2 and the hanging plate 3;
a5, processing and binding the steel bars of the groove body 5, reserving a drain hole 7 when the steel bars of the groove body 5 are erected, and pouring concrete to form the groove body 5;
a6, transporting the formed groove body 5 to an installation site, splicing and installing the raised head 502 of the groove body 5 and the hole 8 of the hanging plate 3, and forming a second groove 501 between the groove body 5 and the hanging plate 3;
a7, installing a drainage ditch 6 on the roadbed 10 below the second groove 501, wherein the height of the drainage ditch 6 is flush with the site or the road on the roadbed 10;
a8, paving bagged broken stones at the orifices of the drain holes 7 of the first groove 4 and the second groove 501, backfilling planting soil in the first groove 4 and the second groove 501, and planting vegetation 9.
According to the ecological pile plate type retaining wall and the construction method, a plurality of pile bodies 1 are poured, the cap beam 2 and the hanging plate 3 are uniformly poured between the adjacent pile bodies 1, the hanging plate 3 is used for blocking a side slope 11, and the rear wall of the hanging plate 3 is tightly attached to the front wall of the pile body 1, so that the hanging plate 3 is fixedly connected with the two pile bodies 1, the situation that backfill soil on the rear side of the pile body 1 is dug again after the pile body 1 is poured is avoided, the construction steps are saved, and the construction efficiency is improved; the hanging plate 3 is further provided with a groove body 5, a second groove 501 is formed between the hanging plate 3 and the groove body 5, the top of the cap beam 2 is provided with the second groove 501, backfill soil is filled in the first groove 4 and the second groove 501, and vegetation 9 is planted in the backfill soil, so that the attractiveness of the retaining wall can be improved; drainage holes 7 are formed in the first groove 4 and the second groove 501, a drainage ditch 6 is further formed below the second groove 501, and therefore when raining, accumulated water in the first groove 4 and the second groove 501 can be drained timely; bagged broken stones are placed in the drain hole 7 or in the orifice of the drain hole 7, so that the drain hole 7 can be effectively prevented from being blocked by backfilled soil to influence the drainage effect.
Therefore, the invention effectively overcomes various defects in the prior art and has high industrial utilization value.
The foregoing embodiments are merely illustrative of the principles and utilities of the present invention and are not intended to limit the invention. Any person skilled in the art can modify or change the above-mentioned embodiments without departing from the spirit and scope of the present invention. Accordingly, it is intended that all equivalent modifications or changes which can be made by those skilled in the art without departing from the spirit and technical spirit of the present invention be covered by the claims of the present invention.
Claims (10)
1. The utility model provides an ecological stake plate-type barricade which characterized in that: ecological stake board-like barricade includes a plurality of pile bodies (1), fixes cap beam (2) at pile body (1) top, sets up first slot (4) on cap beam (2), fixed link plate (3) of setting in pile body (1) the place ahead side and install trench body (5) on link plate (3), link plate (3) top and cap beam (2) fixed connection, be formed with second slot (501) between link plate (3) and trench body (5), all planted in first slot (4) and second slot (501) vegetation (9).
2. The ecological sheet-pile type retaining wall according to claim 1, wherein: still including fixing in the escape canal (6) at road bed (10) top, the cap roof beam (2) in first slot (4) and the ditch body (5) all seted up wash port (7) in second slot (501), escape canal (6) set up the below side of wash port (7) in second slot (501).
3. The ecological pile-plate retaining wall according to claim 2, wherein: a filtering component (701) is arranged in the drain hole (7).
4. The ecological pile-plate retaining wall according to claim 2, wherein: the top surface that escape canal (6) are close to pile body (1) side is provided with the slope of slant decurrent, the top surface that pile body (1) side was kept away from in escape canal (6) flushes with place or road on road bed (10).
5. The ecological sheet-pile type retaining wall according to claim 1, wherein: the pile body (1), the cap beam (2) and the hanging plate (3) are all reinforced concrete cast-in-place components, the cap beam (2) and the hanging plate (3) are integrally formed, adjacent to each other, the pile body (1) is fixedly connected through the cap beam (2), and the rear side wall of the hanging plate (3) is attached to the pile body (1).
6. The ecological sheet-pile type retaining wall according to claim 1, wherein: a plurality of holes (8) are formed in the hanging plate (3), and the groove bodies (5) can be detachably assembled in the holes (8) in the hanging plate (3).
7. The ecological pile-plate retaining wall as claimed in claim 6, wherein: the groove body (5) is a reinforced concrete prefabricated part, the cross section of the groove body (5) is L-shaped, and a plurality of raised heads (502) which correspond to the holes (8) one by one are arranged on the groove body (5); when the groove body (5) is spliced on the hanging plate (3), the raised head (502) is inserted in the hole (8).
8. The construction method of the ecological pile-plate retaining wall as claimed in claim 1, wherein: the construction method comprises the following steps:
s1, soil body drilling and excavating;
s2, constructing and pouring the pile body (1), and reserving reinforcing steel bars at the top of the pile body (1) to penetrate into the cap beam (2);
s3, constructing and pouring a cap beam (2), and reserving the first groove (4);
s4, constructing and pouring the hanging plate (3), wherein the hanging plate (3) is fixedly connected with the cap beam (2);
s5, manufacturing a groove body (5), and installing the groove body (5) on the hanging plate (3), so that a second groove (501) is formed in the area between the groove body (5) and the hanging plate (3);
and S6, backfilling soil in the first groove (4) and the second groove (501), and planting vegetation (9) on the backfilled soil.
9. The ecological sheet-pile retaining wall of claim 8, wherein: in the step S1, a rotary digging machine or a punching machine is adopted to dig the soil body to the elevation of the bottom of the pile body (1).
10. The ecological sheet-pile retaining wall of claim 8, wherein: in the step S4, the steel bars of the hanging plate (3) and the steel bars of the hat beam (2) are overlapped, bound and erected to fixedly connect the hat beam (2) and the hanging plate (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111248582.1A CN114032949A (en) | 2021-10-26 | 2021-10-26 | Ecological pile plate type retaining wall and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111248582.1A CN114032949A (en) | 2021-10-26 | 2021-10-26 | Ecological pile plate type retaining wall and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN114032949A true CN114032949A (en) | 2022-02-11 |
Family
ID=80141915
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111248582.1A Pending CN114032949A (en) | 2021-10-26 | 2021-10-26 | Ecological pile plate type retaining wall and construction method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN114032949A (en) |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08232276A (en) * | 1995-02-28 | 1996-09-10 | Marutaka Concrete Kogyo Kk | Method for constructing retaining-wall performance body, and block |
| JP2007154413A (en) * | 2005-11-30 | 2007-06-21 | Marui Kensetsu:Kk | Soldier pile type earth retaining anchor type retaining wall and its construction method |
| CN202809644U (en) * | 2012-10-19 | 2013-03-20 | 重庆市市政设计研究院 | Ecological pile-plank retaining wall |
| CN103924601A (en) * | 2014-04-22 | 2014-07-16 | 杨众 | Cantilever supporting structure combining sheet pile and T-shaped thin-wall pile |
| CN105993673A (en) * | 2016-07-08 | 2016-10-12 | 三峡大学 | Vertical greening sheet-pile retaining wall and constructing method thereof |
| CN108265733A (en) * | 2018-04-11 | 2018-07-10 | 王凯 | Build-in soil body restricted type pile slab supporting structure and construction method before stake |
| CN108867668A (en) * | 2018-02-08 | 2018-11-23 | 韦随庆 | Ecological breast boards structure |
| CN112376589A (en) * | 2020-12-08 | 2021-02-19 | 安徽省路桥工程集团有限责任公司 | Landslide belt pile plate type comprehensive protection construction system and construction method |
-
2021
- 2021-10-26 CN CN202111248582.1A patent/CN114032949A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08232276A (en) * | 1995-02-28 | 1996-09-10 | Marutaka Concrete Kogyo Kk | Method for constructing retaining-wall performance body, and block |
| JP2007154413A (en) * | 2005-11-30 | 2007-06-21 | Marui Kensetsu:Kk | Soldier pile type earth retaining anchor type retaining wall and its construction method |
| CN202809644U (en) * | 2012-10-19 | 2013-03-20 | 重庆市市政设计研究院 | Ecological pile-plank retaining wall |
| CN103924601A (en) * | 2014-04-22 | 2014-07-16 | 杨众 | Cantilever supporting structure combining sheet pile and T-shaped thin-wall pile |
| CN105993673A (en) * | 2016-07-08 | 2016-10-12 | 三峡大学 | Vertical greening sheet-pile retaining wall and constructing method thereof |
| CN108867668A (en) * | 2018-02-08 | 2018-11-23 | 韦随庆 | Ecological breast boards structure |
| CN108265733A (en) * | 2018-04-11 | 2018-07-10 | 王凯 | Build-in soil body restricted type pile slab supporting structure and construction method before stake |
| CN112376589A (en) * | 2020-12-08 | 2021-02-19 | 安徽省路桥工程集团有限责任公司 | Landslide belt pile plate type comprehensive protection construction system and construction method |
Non-Patent Citations (1)
| Title |
|---|
| 沈春林, 中国建材工业出版社 * |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US4666334A (en) | Erosion control system for bluffs located adjacent a body of water | |
| CN210395607U (en) | Side slope buried drainage structure | |
| KR100660379B1 (en) | Plantable reinforced earth wall and its block and construction method of reinforced earth wall | |
| CN107100177A (en) | A kind of combined member and reinforcement means for reinforcing highway slope protection | |
| KR100899037B1 (en) | Block assembly | |
| KR100654936B1 (en) | Method for constructing retaining wall | |
| KR102095581B1 (en) | Rainwater storage block, rainwater storage structure using the block and its construction method | |
| KR20090019591A (en) | Block for revetment construction and method using the same | |
| CN114032949A (en) | Ecological pile plate type retaining wall and construction method thereof | |
| KR200345937Y1 (en) | Precast concrete block for retaining wall | |
| JP3472708B2 (en) | Slope and seawall retaining wall structures and their construction methods | |
| CN208934005U (en) | A kind of vertical curved baffle landscape pile plate wall | |
| CN208379542U (en) | A kind of low water level building blocks for bank protection construction structure | |
| KR100763874B1 (en) | Retaining wall block | |
| CN214143521U (en) | Landscape waterfront footpath system | |
| KR200223114Y1 (en) | A structure reinforcing for retaining wall for inclined plane which to cut off a rock wall | |
| CN216040979U (en) | Concrete retaining wall revetment with buried stone | |
| CN211849515U (en) | Assembled side slope protective structure and highway adopting same | |
| KR200357964Y1 (en) | Block for retaining wall | |
| CN220666250U (en) | Ecological support system suitable for soil high slope | |
| CN109281286A (en) | A kind of construction method of mountain area energy dissipating diversion channel | |
| CN220685957U (en) | Ecological slope protection | |
| CN215715242U (en) | Variable cross-section T-shaped pile board wall structure | |
| CN210163935U (en) | Novel stake board-like ecological barricade | |
| CN210086322U (en) | Anti-floating underground garage in water-rich area |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |