CN105369823A - Box-type retaining wall - Google Patents
Box-type retaining wall Download PDFInfo
- Publication number
- CN105369823A CN105369823A CN201510856313.1A CN201510856313A CN105369823A CN 105369823 A CN105369823 A CN 105369823A CN 201510856313 A CN201510856313 A CN 201510856313A CN 105369823 A CN105369823 A CN 105369823A
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- CN
- China
- Prior art keywords
- box
- retaining wall
- vertical plate
- type retaining
- empty van
- 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.)
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Links
- 238000005192 partition Methods 0.000 claims abstract description 16
- 230000003014 reinforcing effect Effects 0.000 claims description 15
- 239000002689 soil Substances 0.000 claims description 11
- 230000008901 benefit Effects 0.000 abstract description 4
- 230000000712 assembly Effects 0.000 abstract description 3
- 238000000429 assembly Methods 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 10
- 238000010586 diagram Methods 0.000 description 6
- 230000000694 effects Effects 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 4
- 238000004364 calculation method Methods 0.000 description 3
- 230000008859 change Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 238000009412 basement excavation Methods 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 230000002411 adverse Effects 0.000 description 1
- 238000004458 analytical method Methods 0.000 description 1
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000005086 pumping Methods 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
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
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Sewage (AREA)
- Revetment (AREA)
Abstract
The invention provides a box-type retaining wall and relates to the technical field of retaining walls. The box-type retaining wall comprises a box body and a counterfort arranged on one side of the box body, wherein the box body comprises a top plate, a bottom plate, and a box body side part respectively connected with the top plate and the bottom plate; an inner vertical plate is connected with the counterfort; a house framework structure is arranged at the upper part of the box-type retaining wall; the house framework structure comprises a plurality of vertically arranged support pillars; vertically arranged support partition plate assemblies corresponding to the support pillars are arranged in the box body; a support beam assembly is arranged at the bottom of the top plate of the box body. The box-type retaining wall can bear the self horizontal earth pressure and can also bear the vertical load transmitted by the house framework structure; on the one hand, the house framework structure is flexible in manners; the functional requirements of different sites are met; on the other hand, the land consumption is reduced; the box-type retaining wall and the house framework structure are integrated to be a whole body; certain economic benefits can be brought under the precondition that the land acquisition of the urban hydro-junction is tense.
Description
Technical field
The present invention relates to retaining wall technical field, particularly relate to a kind of box-type retaining wall.
Background technology
Retaining wall is the structure preventing the soil body from caving in or block slight slope extension, be widely used in the engineering constructions such as water conservancy, water power, highway, railway, bridge, house, mine, harbour, dock, such as: the abutment wall of the sluice in Hydraulic and Hydro-Power Engineering, ship lock, fish pass etc.; The quaywall of power station, sluice way, channel of approach etc.; The protecting wall of River Embankment and canal on embankment; Culvert side wall in highway and railway engineering, embankment revetment, roadway excavation side slope revetment.
In key water control project general arrangement, usually be that yi word pattern is arranged by sluice, pumping plant and house frame structure, house frame structure is avoided retaining wall as far as possible, house frame structure is avoided to be on digging up and filling in soil, and to the adverse effect that bulk settling causes, but running into a larger difficult problem in building water conservancy projects in city is that neighboring buildings is intensive, limit by expropriation of land red line, engineering construction excavation and building are arranged all very narrow.How designing a kind of avoiding while saving the area is the problem that those skilled in the art need to solve by the retaining wall of house frame vibrational power flow in backfill.
Summary of the invention
The shortcoming of prior art in view of the above, the technical problem to be solved in the present invention be to provide a kind of can as house frame structure box-type retaining wall.
In order to solve the problems of the technologies described above, the invention provides a kind of box-type retaining wall, comprise empty van body and the counterfort being arranged at described empty van body side, described empty van body comprises top board, base plate and the casing sidepiece be connected with described top board and described base plate respectively, and described casing sidepiece comprises four inner vertical plates connected successively, first and connects riser, outer vertical plate and be connected riser with second; Described inner vertical plate is connected with described counterfort; The top of described box-type retaining wall arranges house frame structure, and described house frame structure comprises the some support columns vertically arranged; Be provided with in described empty van body and vertically arrange and the supporting clapboard assembly corresponding to described support column, top board and the base plate of described supporting clapboard assembly and described empty van body are connected; Described supporting clapboard assembly comprises several lateral partitions and/or several longitudinal baffles; The both sides of described lateral partitions connect described inner vertical plate and described outer vertical plate respectively; The both sides of described longitudinal baffle connect described first connection riser and are connected riser with described second; The bottom of the top board of described empty van body is provided with brace summer assembly.
Preferably, described brace summer assembly comprises several crossbeams and/or several longerons, and the two ends of described crossbeam connect described inner vertical plate and described outer vertical plate respectively, and the two ends of described longeron connect described first connection riser respectively and are connected riser with described second.
Preferably, the extended line of the axis of described support column is on the vertically middle axial plane of corresponding described lateral partitions or described longitudinal baffle.
Preferably, the inside of described supporting clapboard assembly and/or described casing sidepiece is equipped with reinforcing prop, the axis of described reinforcing prop and the axis conllinear of corresponding described support column.
Preferably, the level height of the end face of described outer vertical plate is greater than the level height of the end face of described top board, the level height of the end face of described inner vertical plate is greater than the level height of the end face of described top board, and the end face of the medial surface of described outer vertical plate, the medial surface of described inner vertical plate and described top board surrounds one and is in cable channel portion above described empty van body.
Further, in described cable channel portion, cable member is set, and in cable channel portion, inserts element soil.
Preferably, along the casing sidepiece of described empty van body lateral surface be circumferentially with cantilever platform.
Preferably, the inside of described empty van body is provided with several gutters, and the two ends of described gutter are each passed through described inner vertical plate and described outer vertical plate.
Further, the junction of the medial surface of described gutter and described outer vertical plate arranges packed rubble.
Further, described counterfort is provided with the water-permeable pipe be communicated with described gutter.
As mentioned above, box-type retaining wall of the present invention, has following beneficial effect:
The present invention is provided with the supporting clapboard assembly corresponding to the support column of house frame structure in empty van body, and because support column is the main support structure of house frame structure, supporting clapboard assembly can bear the vertical load that support column descends; In addition, being provided with brace summer assembly in the bottom of the top board of empty van body, for reinforcing the top of empty van body, enabling the top of empty van body bear larger pressure; Box-type retaining wall of the present invention also can bear the vertical load that house frame structure descends while can bearing own level soil pressure, makes house frame form of structure flexible and changeable on the one hand, meets the functional requirement in different place; Save the area on the other hand, box-type retaining wall and house frame structure are united two into one, under the prerequisite that the expropriation of land of urban water conservancy hinge is more nervous, play certain economic benefit.
Accompanying drawing explanation
Fig. 1 be shown as the box-type retaining wall of embodiment 1 internal construction schematic diagram.
Fig. 2 be shown as the box-type retaining wall of embodiment 1 plan structure schematic diagram.
Fig. 3 be shown as the box-type retaining wall of embodiment 2 plan structure schematic diagram.
Fig. 4 be shown as the box-type retaining wall of embodiment 3 plan structure schematic diagram.
Fig. 5 be shown as the box-type retaining wall of embodiment 4 plan structure schematic diagram.
Fig. 6 be shown as the box-type retaining wall of embodiment 5 plan structure schematic diagram.
Drawing reference numeral explanation
100 empty van bodies
110 top boards
120 base plates
130 casing sidepieces
131 inner vertical plates
132 first connect riser
133 outer vertical plates
134 second connect riser
140 supporting clapboard assemblies
141 lateral partitions
142 longitudinal baffles
150 brace summer assemblies
151 crossbeams
152 longerons
160 reinforcing props
170 cable channel portions
180 cantilever platforms
181 railings
190 gutters
200 counterforts
210 water-permeable pipes
300 house frame structures
310 support columns
400 packed rubbles
Detailed description of the invention
By particular specific embodiment, embodiments of the present invention are described below, person skilled in the art scholar the content disclosed by this manual can understand other advantages of the present invention and effect easily.
Refer to accompanying drawing.Notice, structure, ratio, size etc. that this manual institute accompanying drawings illustrates, content all only in order to coordinate manual to disclose, understand for person skilled in the art scholar and read, and be not used to limit the enforceable qualifications of the present invention, therefore the not technical essential meaning of tool, the adjustment of the modification of any structure, the change of proportionate relationship or size, do not affecting under effect that the present invention can produce and the object that can reach, still all should drop on disclosed technology contents and obtain in the scope that can contain.Simultaneously, quote in this manual as " on ", D score, "left", "right", " centre " and " one " etc. term, also only for ease of understanding of describing, and be not used to limit the enforceable scope of the present invention, the change of its relativeness or adjustment, under changing technology contents without essence, when being also considered as the enforceable category of the present invention.
Embodiment 1
As depicted in figs. 1 and 2, the box-type retaining wall of the present embodiment comprises: empty van body 100 and the counterfort 200 being arranged at empty van body 100 side;
Empty van body 100 comprises top board 110, base plate 120 and casing sidepiece 130, the top of casing sidepiece 130 is connected with top board 110, the bottom of casing sidepiece 130 is connected with base plate 120, casing sidepiece 130 comprises four inner vertical plates connected successively 131, first connection riser 132, outer vertical plate 133 is connected riser 134 with second, and inner vertical plate 131 is connected with counterfort 200;
The top of box-type retaining wall arranges house frame structure 300, and house frame structure 300 comprises the some support columns 310 vertically arranged; The inside of empty van body 100 is provided with and vertically arranges and the supporting clapboard assembly 140 corresponding to support column 310, and top board 110 and the base plate 120 of supporting clapboard assembly 140 and empty van body 100 are connected;
Supporting clapboard assembly 140 comprises several lateral partitions 141 and/or several longitudinal baffles 142, the both sides of lateral partitions 141 connect inner vertical plate 131 and outer vertical plate 133 respectively, the top and bottom of lateral partitions 141 are connected with top board 110 and base plate 120 respectively, the both sides of longitudinal baffle 142 connect the first connection riser 132 and are connected riser 134 with second, and the top and bottom of longitudinal baffle 142 are connected with top board 110 and base plate 120 respectively; Arrange lateral partitions 141 to determine according to the size of house frame structure 300 and size with the quantity of longitudinal baffle 142, and the downward bearing of trend of the support column 310 of each house frame structure 300 has corresponding lateral partitions 141 and/or longitudinal baffle 142, in the present embodiment, supporting clapboard assembly 140 comprises lateral partitions 141 that several both sides connect inner vertical plate 131 and outer vertical plate 133 respectively and is connected first with several both sides and connects riser 132 is connected riser 134 longitudinal baffle 142 with second;
The bottom of the top board 110 of empty van body 100 is provided with brace summer assembly 150.
The present invention is provided with the supporting clapboard assembly 140 corresponding to the support column 310 of house frame structure 300 in empty van body 100, due to the main support structure that support column 310 is house frame structures 300, supporting clapboard assembly 140 can bear the vertical load that support column 310 descends; In addition, being provided with brace summer assembly 150 in the bottom of the top board 110 of empty van body 100, for reinforcing the top of empty van body 100, enabling the top of empty van body 100 bear larger pressure; Box-type retaining wall of the present invention also can bear the vertical load that house frame structure 300 descends while can bearing own level soil pressure, makes house frame structure 300 flexible form changeable on the one hand, meets the functional requirement in different place; Save the area on the other hand, box-type retaining wall and house frame structure 300 are united two into one, under the prerequisite that the expropriation of land of urban water conservancy hinge is more nervous, play certain economic benefit.
Brace summer assembly 150 comprises several crossbeams 151 and/or several longerons 152, and the two ends of crossbeam 151 connect inner vertical plate 131 and outer vertical plate 133 respectively, and the two ends of longeron 152 connect the first connection riser 132 respectively and are connected riser 134 with second.The moment of flexure that the arranging of crossbeam 151 and longeron 152 applies according to house frame structure 300 and shearing force are determined.Crossbeam 151 connects inner vertical plate 131 and outer vertical plate 133, and longeron 152 connects the first connection riser 132 and is connected riser 134 with second, can ensure the holding capacity of brace summer assembly 150.
In the present embodiment, brace summer assembly 150 comprises the longeron 152 that crossbeam 151 that several two ends connect inner vertical plate 131 and outer vertical plate 133 respectively and several two ends are connected two supporting clapboards respectively, crossbeam 151 and longeron 152 are crisscross arranged, and the angle between crossbeam 151 and longeron 152 is 90 degree.This structure makes brace summer assembly 150 can bear moment of flexure and the shearing force of house frame structure 300 applying preferably.
The extended line of the axis of support column 310 is on the vertically middle axial plane of corresponding lateral partitions 141 or longitudinal baffle 142.This structure enables supporting clapboard stably bear the pressure of support column 310, prevents.
The inside of supporting clapboard assembly 140 and/or casing sidepiece 130 is equipped with reinforcing prop 160, the axis of reinforcing prop 160 and the axis conllinear of corresponding support column 310.In the present embodiment, the inside of supporting clapboard assembly 140 and casing sidepiece 130 is equipped with reinforcing prop 160, reinforcing prop 160 and support column 310 one_to_one corresponding, reinforcing prop 160 adopts reinforcing bar manufacture to form, and adopts reinforcing prop 160 that overall structure can be provided further to bear the ability of vertical load.
The level height of the end face of outer vertical plate 133 is greater than the level height of the end face of top board 110, the level height of the end face of inner vertical plate 131 is greater than the level height of the end face of top board 110, and the end face of the medial surface of outer vertical plate 133, the medial surface of inner vertical plate 131 and top board 110 surrounds one and is in cable channel portion 170 above empty van body 100.In cable channel portion 170, cable member is set, and in cable channel portion 170, inserts element soil.This structure can meet the needs arranging cable member in house frame structure 300, inserts plain soil and is conducive to reinforcing structure further.
Along the casing sidepiece 130 of empty van body 100 lateral surface be circumferentially with cantilever platform 180, the end face of cantilever platform 180 and the end face of casing sidepiece 130 coplanar, cantilever platform 180 can for traffic, and cantilever platform 180 is provided with climbs up marking time of cantilever platform 180 for people.Cantilever platform 180 is also provided with railing 181.
The inside of empty van body 100 is provided with several gutters 190, and the two ends of gutter 190 are each passed through inner vertical plate 131 and outer vertical plate 133; Counterfort 200 is provided with the water-permeable pipe 210 be communicated with gutter 190, and the water in the soil body can be flowed in waters by water-permeable pipe 210 and gutter 190 successively.Gutter 190 is obliquely installed, and the gradient of gutter 190 is 1:6.The slope of water-permeable pipe 210 is 1:5.
Gutter 190 arranges packed rubble 400 with the junction of the medial surface of outer vertical plate 133, and gutter 190 is provided with packed rubble 400 with the junction of the lateral surface of inner vertical plate 131, and packed rubble 400 is for absorbing the impurity in water.
In the present embodiment, the inside of empty van body 100 can be filled with backfill.
The gear soil height of the box-type retaining wall of the present embodiment can reach more than 9 meters, forms empty van body 100, build house frame structure 300 on the top of empty van body 100 by top board 110, base plate 120 and casing sidepiece 130.The crest level of retaining wall is determined according to gear soil, water retaining height, because traffic needs, is provided with a circle cantilever platform 180 at casing sidepiece 130, cantilever platform 180 is arranged and marks time.The support column 310 of house frame structure 300 is arranged on casing sidepiece 130 and supporting clapboard assembly 140, and the bottom of top board 110 is provided with brace summer assembly 150.According to the elevation of the stability calculation result determination backfill such as antiskid, overturning or slip resistance analysis, stress ratio in empty van, gutter 190 and drain hole are set, the water pressure after reduction box-type retaining wall bankets.Can regulate the length of supporting clapboard assembly 140, quantity and size according to house frame structure 300 size and size, the size of casing sidepiece 130 and Force Calculation need to consider resistance to compression, bending resistance, shearing resistance simultaneously.Survey condition the need of carrying out basement process determine according to stability calculation result and each engineering.
Embodiment 2
As shown in Figure 3, the present embodiment is with the difference of embodiment 1: brace summer assembly 150 comprises the crossbeam 151 that several two ends are connected inner vertical plate 131 and outer vertical plate 133 respectively.
Embodiment 3
As shown in Figure 4, the present embodiment is with the difference of embodiment 1: brace summer assembly 150 comprises several two ends and is connected the longeron 152 that the first connection riser 132 and second connects riser 134 respectively.
Embodiment 4
As shown in Figure 5, the present embodiment is with the difference of embodiment 1: supporting clapboard assembly 140 comprises the lateral partitions 141 that several both sides are connected inner vertical plate 131 and outer vertical plate 133 respectively.
Embodiment 5
As shown in Figure 6, the present embodiment is with the difference of embodiment 1: supporting clapboard assembly 140 comprises several both sides and is connected first and connects the longitudinal baffle 142 that riser 132 and second connects riser 134.
To sum up, the present invention effectively overcomes various shortcoming of the prior art and tool high industrial utilization.
Above-described embodiment is illustrative principle of the present invention and effect thereof only, but not for limiting the present invention.Any person skilled in the art scholar all without prejudice under spirit of the present invention and category, can modify above-described embodiment or changes.Therefore, such as have in art usually know the knowledgeable do not depart from complete under disclosed spirit and technological thought all equivalence modify or change, must be contained by claim of the present invention.
Claims (10)
1. a box-type retaining wall, comprise: empty van body (100) and be arranged at the counterfort (200) of described empty van body (100) side, described empty van body (100) comprises top board (110), base plate (120) and the casing sidepiece (130) be connected with described top board (110) and described base plate (120) respectively, and described casing sidepiece (130) comprises four inner vertical plates connected successively (131), first connects riser (132), outer vertical plate (133) is connected riser (134) with second; Described inner vertical plate (131) is connected with described counterfort (200);
The top of described box-type retaining wall arranges house frame structure (300), and described house frame structure (300) comprises the some support columns (310) vertically arranged;
It is characterized in that:
Be provided with in described empty van body (100) and vertically arrange and supporting clapboard assembly (140) corresponding with described support column (310), top board (110) and the base plate (120) of described supporting clapboard assembly (140) and described empty van body (100) are connected; Described supporting clapboard assembly (140) comprises several lateral partitions (141) and/or several longitudinal baffles (142); The both sides of described lateral partitions (141) connect described inner vertical plate (131) and described outer vertical plate (133) respectively; The both sides of described longitudinal baffle (142) connect described first connection riser (132) and are connected riser (134) with described second; The bottom of the top board (110) of described empty van body (100) is provided with brace summer assembly (150).
2. box-type retaining wall according to claim 1, it is characterized in that: described brace summer assembly (150) comprises several crossbeams (151) and/or several longerons (152), the two ends of described crossbeam (151) connect inner vertical plate (131) and outer vertical plate (133) respectively, and the two ends of described longeron (152) connect described first connection riser (132) respectively and are connected riser (134) with described second.
3. box-type retaining wall according to claim 1, is characterized in that: the extended line of the axis of described support column (310) is on the vertically middle axial plane of corresponding described lateral partitions (141) or described longitudinal baffle (142).
4. box-type retaining wall according to claim 1, it is characterized in that: the inside of described supporting clapboard assembly (140) and/or described casing sidepiece (130) is equipped with reinforcing prop (160), the axis of described reinforcing prop (160) and the axis conllinear of corresponding described support column (310).
5. box-type retaining wall according to claim 1, it is characterized in that: the level height of the end face of described outer vertical plate (133) is greater than the level height of the end face of described top board (110), the level height of the end face of described inner vertical plate (131) is greater than the level height of the end face of described top board (110), and the end face of the medial surface of described outer vertical plate (133), the medial surface of described inner vertical plate (131) and described top board (110) surrounds the cable channel portion (170) that is in described empty van body (100) top.
6. box-type retaining wall according to claim 4, is characterized in that: arrange cable member in described cable channel portion (170), and inserts element soil in described cable channel portion (170).
7. box-type retaining wall according to claim 1, is characterized in that: along the casing sidepiece (130) of described empty van body (100) lateral surface be circumferentially with cantilever platform (180).
8. box-type retaining wall according to claim 1, it is characterized in that: the inside of described empty van body (100) is provided with several gutters (190), the two ends of described gutter (190) are each passed through described inner vertical plate (131) and described outer vertical plate (133).
9. box-type retaining wall according to claim 8, is characterized in that: described gutter (190) arranges packed rubble (400) with the junction of the medial surface of described outer vertical plate (133).
10. box-type retaining wall according to claim 8, is characterized in that: described counterfort (200) is provided with the water-permeable pipe (210) be communicated with described gutter (190).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510856313.1A CN105369823B (en) | 2015-11-30 | 2015-11-30 | Box-type retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510856313.1A CN105369823B (en) | 2015-11-30 | 2015-11-30 | Box-type retaining wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105369823A true CN105369823A (en) | 2016-03-02 |
| CN105369823B CN105369823B (en) | 2017-09-22 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510856313.1A Active CN105369823B (en) | 2015-11-30 | 2015-11-30 | Box-type retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105369823B (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106759468A (en) * | 2016-12-09 | 2017-05-31 | 福建工程学院 | A kind of many Pin space trusses soil-baffling structures of gravity type |
| CN108593887A (en) * | 2018-05-22 | 2018-09-28 | 兰州理工大学 | A kind of large size buttress type fit drawing die molding box and its application |
| CN113216670A (en) * | 2021-05-14 | 2021-08-06 | 广州市天作建筑规划设计有限公司 | Combined soil retaining structure for protecting existing building and construction method |
| CN116537255A (en) * | 2023-05-15 | 2023-08-04 | 中水淮河规划设计研究有限公司 | Air box type retaining wall |
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Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759468A (en) * | 2016-12-09 | 2017-05-31 | 福建工程学院 | A kind of many Pin space trusses soil-baffling structures of gravity type |
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| CN108593887A (en) * | 2018-05-22 | 2018-09-28 | 兰州理工大学 | A kind of large size buttress type fit drawing die molding box and its application |
| CN113216670A (en) * | 2021-05-14 | 2021-08-06 | 广州市天作建筑规划设计有限公司 | Combined soil retaining structure for protecting existing building and construction method |
| CN116537255A (en) * | 2023-05-15 | 2023-08-04 | 中水淮河规划设计研究有限公司 | Air box type retaining wall |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105369823B (en) | 2017-09-22 |
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