CN217174748U - Anti-floating anchor rod waterproof structure - Google Patents
Anti-floating anchor rod waterproof structure Download PDFInfo
- Publication number
- CN217174748U CN217174748U CN202123363915.3U CN202123363915U CN217174748U CN 217174748 U CN217174748 U CN 217174748U CN 202123363915 U CN202123363915 U CN 202123363915U CN 217174748 U CN217174748 U CN 217174748U
- Authority
- CN
- China
- Prior art keywords
- floating anchor
- anchor rod
- groove
- fixture block
- waterproof
- 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.)
- Active
Links
Images
Landscapes
- Building Environments (AREA)
Abstract
The utility model relates to an anti-floating anchor rod waterproof construction, bed course including the level setting, the vertical perforation of having seted up on the bed course, the anti-floating anchor rod of a plurality of vertical settings is worn to be equipped with in fenestrate inside, still including the fixture block of vertical setting, one side of fixture block is provided with the grip block relatively, two the grip block will anti-floating anchor rod carries out the centre gripping, the grip block with the fixture block rotates to be connected, two the grip block is kept away from one side of fixture block is fixed through the mounting, the vertical cardboard that is provided with in top of fixture block, the vertical draw-in groove of having seted up of lower surface of cardboard, the top of fixture block stretches into the inside of draw-in groove. This application has the condition that reduces anti-floating anchor and produce and rock, and then reduces the effect that causes the fracture to produce the infiltration phenomenon with waterproof coating.
Description
Technical Field
The application relates to the field of building construction technology, in particular to an anti-floating anchor rod waterproof structure.
Background
In the vigorous development process of economic construction in China, underground space is utilized more and more, and basements are buried deeper and deeper. When the underground water level is higher, an anti-floating anchor rod is generally adopted to resist the buoyancy brought by the underground water to the building.
When installing anti-floating anchor rod, need set up the trompil to the waterproof layer of anti-floating anchor rod mounted position's basement bottom plate, later pass the trompil position of bottom plate waterproof layer with anti-floating anchor rod tip anchor bar and anchor on basic raft board, later shield the trompil through filling waterproof coating etc..
To the correlation technique among the above-mentioned, the inventor thinks that the in-process that the anti-floating anchor rod used after the installation can produce and rock, and the position of every trompil can settle a plurality of stocks to the rocking of anti-floating anchor rod can cause the fracture in waterproof coating position, takes place the infiltration phenomenon easily, makes the bottom plate leak.
SUMMERY OF THE UTILITY MODEL
In order to reduce the condition that anti-floating anchor rod produced and rocked, and then reduce and cause the fracture to produce the infiltration phenomenon with waterproof coating, this application provides an anti-floating anchor rod waterproof construction.
The application provides a pair of anti-floating anchor rod waterproof construction adopts following technical scheme:
the utility model provides an anti-floating anchor rod waterproof construction, is including the bed course that the level set up, the vertical perforation of having seted up on the bed course, the anti-floating anchor rod of a plurality of vertical settings is worn to be equipped with in fenestrate inside, still including the fixture block of vertical setting, one side of fixture block is provided with the grip block relatively, two the grip block will anti-floating anchor rod carries out the centre gripping, the grip block with the fixture block rotates to be connected, two the grip block is kept away from one side of fixture block is fixed through the mounting, the vertical cardboard that is provided with in top of fixture block, the vertical draw-in groove of having seted up of lower surface of cardboard, the top of fixture block stretches into the inside of draw-in groove.
Through adopting above-mentioned technical scheme, carry out the centre gripping with anti-floating anchor rod through two relative grip blocks, and through the mounting with two grip blocks relatively fixed, and stretch into the inside of the draw-in groove of cardboard with the fixture block, carry on spacingly to the fixture block through the cardboard, reduce anti-floating anchor rod and produce the condition of rocking, and then reduce and cause the fracture to produce the infiltration phenomenon with waterproof coating.
Optionally, the inside level of cardboard has seted up the locking groove, the locking groove with the relative intercommunication of draw-in groove, the inside sliding connection who locks the groove has the locking piece, the locking piece deviates from one side level of locking groove is provided with the elastic component, the fixture block is close to the locking hole has been seted up to one side level of locking piece, works as the fixture block stretches into during the inside of draw-in groove, the locking hole with the locking piece is relative, the locking piece stretches into the inside in locking hole.
Through adopting above-mentioned technical scheme, when the fixture block stretched into the inside of draw-in groove for locking hole and locking piece are relative, and then the elastic component promoted the inside that the locking piece entered into the locking hole, thereby with the fixture block card in the inside of draw-in groove, reduced the condition of fixture block from the inside roll-off of draw-in groove.
Optionally, the locking block is vertically and fixedly connected with an opening rod, the clamping plate is horizontally provided with an opening groove, the opening rod is located inside the opening groove, the opening groove is communicated with the top wall of the clamping plate, and the opening rod extends out of the top wall of the clamping plate.
Through adopting above-mentioned technical scheme, operating personnel removes through the one side that will open the pole orientation and deviate from the fixture block, and then drives the cardboard orientation and deviate from one side of fixture block and remove, and then the inside roll-off of locking block at the locking hole for the fixture block can be from the inside roll-off of draw-in groove.
Optionally, the bed course from the top down has set gradually waterproof coil layer, non-cured rubber asphalt waterproof coating layer and cement base infiltration crystallization type waterproof coating layer, fixed connection between two adjacent layers, non-cured rubber asphalt waterproof coating layer will anti-floating anchor rod with the gap between the bed course is sealed.
By adopting the technical scheme, the joint of the anti-floating anchor rod and the cushion layer can be filled by arranging the cement-based capillary crystalline waterproof coating layer, so that the joint of the anti-floating anchor rod and the cushion layer is sealed by a thicker cement-based capillary crystalline waterproof coating layer structure, the waterproof performance of a node is improved, the non-cured rubber asphalt waterproof coating layer is filled above the cement-based capillary crystalline waterproof coating layer, double protection on the joint of the anti-floating anchor rod and the cushion layer is realized through two waterproof layers, and the waterproof performance of the waterproof node is improved; meanwhile, the periphery of the reinforcing steel bar is coated with the waterproof coil layer, so that accumulated water is not easy to permeate, the joint of the anti-floating anchor rod and the cushion layer is reinforced through the cement-based permeable crystalline waterproof coating layer, the non-cured rubber asphalt waterproof coating layer and the waterproof coil layer, the connection strength between the anti-floating anchor rod and the cushion layer is improved, the waterproof capacity of the node of the anti-floating anchor rod is improved, and the water seepage phenomenon is not easy to generate.
Optionally, a first flanging is turned over on one side of the non-cured rubber asphalt waterproof coating layer close to the anti-floating anchor rod, and the first flanging is fixedly connected with the anti-floating anchor rod.
Through adopting above-mentioned technical scheme, realize the fixed connection between non-cured rubber asphalt waterproof coating layer and the anti-floating anchor rod, when improving reinforcing bar stability, can seal anti-floating anchor rod and bed course junction, improve the waterproof strength of waterproof node department.
Optionally, a second flanging is turned over on one side, close to the anti-floating anchor rod, of the waterproof coil layer, and the second flanging is fixedly connected with the anti-floating anchor rod.
Through adopting above-mentioned technical scheme for waterproofing membrane and anti-floating anchor rod fixed connection when improving anti-floating anchor rod stability, can seal anti-floating anchor rod and bed course junction, improve the waterproof strength of waterproof node department.
Optionally, a support rod is vertically arranged below the fixture block, and the bottom end of the support rod is abutted to the upper surface of the cushion layer.
Through adopting above-mentioned technical scheme, can support the fixture block through the bracing piece that sets up, reduce the fixture block and remove along direction of height.
Optionally, one side of the clamping plate close to the anti-floating anchor rod is fixedly connected with a rubber pad.
Through adopting above-mentioned technical scheme, can improve the frictional force between grip block and the anti-floating anchor rod through the rubber pad that sets up, and then improve the grip effect between the grip block anti-floating anchor rod.
In summary, the present application includes at least one of the following beneficial technical effects:
1. carry out the centre gripping with anti-floating anchor rod through two relative grip blocks, and through the mounting with two grip blocks relatively fixed, and stretch into the inside of the draw-in groove of cardboard with the fixture block, carry on spacingly to the fixture block through the cardboard, reduce anti-floating anchor rod and produce the condition of rocking, and then reduce and cause the fracture to produce the infiltration phenomenon with waterproof coating.
2. When the fixture block stretches into the inside of draw-in groove, make locking hole and locking piece relative, and then the elastic component promotes the inside that the locking piece entered into the locking hole, thereby with the fixture block card in the inside of draw-in groove, reduce the condition of the inside roll-off of fixture block from the draw-in groove.
3. The joint of the anti-floating anchor rod and the cushion layer can be filled by arranging the cement-based capillary crystalline waterproof coating layer, so that the joint of the anti-floating anchor rod and the cushion layer is sealed by a thicker cement-based capillary crystalline waterproof coating layer structure, the waterproof performance of a node is improved, the non-cured rubber asphalt waterproof coating layer is filled above the cement-based capillary crystalline waterproof coating layer, double protection on the joint of the anti-floating anchor rod and the cushion layer is realized through two waterproof layers, and the waterproof performance of the waterproof node is improved; meanwhile, the periphery of the reinforcing steel bar is coated with the waterproof coil layer, so that accumulated water is not easy to permeate, the joint of the anti-floating anchor rod and the cushion layer is reinforced through the cement-based permeable crystalline waterproof coating layer, the non-cured rubber asphalt waterproof coating layer and the waterproof coil layer, the connection strength between the anti-floating anchor rod and the cushion layer is improved, the waterproof capacity of the node of the anti-floating anchor rod is improved, and the water seepage phenomenon is not easy to generate.
Drawings
Fig. 1 is a schematic view of the overall structure of a waterproof structure for an anti-floating anchor according to an embodiment of the present application;
fig. 2 is a sectional view of an anti-floating anchor waterproof structure in an embodiment of the present application;
fig. 3 is a schematic view of a fastening structure of an anti-floating anchor waterproof structure according to an embodiment of the present application;
fig. 4 is a schematic structural view of a clamping plate of an anti-floating anchor waterproof structure in an embodiment of the present application;
fig. 5 is a cross-sectional view of a card board of an anti-floating anchor waterproof structure in an embodiment of the present application.
Description of reference numerals: 1. a base plate; 11. a groove; 12. a cushion layer; 121. a waterproof roll layer; 122. a non-cured rubber asphalt waterproof coating layer; 123. a cement-based capillary crystalline waterproof coating layer; 13. perforating; 14. an anti-floating anchor rod; 15. a first flanging; 16. second flanging; 2. a fastening structure; 21. a clamping block; 211. a support bar; 212. a locking hole; 22. a clamping plate; 221. a first connection portion; 222. a clamping portion; 223. a second connecting portion; 224. a rubber pad; 23. clamping a plate; 231. an avoidance groove; 232. a card slot; 233. a locking groove; 234. a locking block; 235. a spring; 236. an opening lever; 2361. a cross bar; 2362. a vertical rod; 237. opening the groove; 2371. a transverse groove; 2372. a vertical slot.
Detailed Description
The present application is described in further detail below with reference to figures 1-5.
The embodiment of the application discloses anti-floating anchor rod waterproof construction. Referring to fig. 1 and 2, an anti-floating anchor rod waterproof structure includes a horizontally arranged cushion layer 12, a groove 11 is vertically formed in the upper surface of a bottom plate 1, the cushion layer 12 is located inside the groove 11, a through hole 13 is vertically formed in the cushion layer 12, an anti-floating anchor rod 14 is vertically arranged inside the through hole 13, the anti-floating anchor rod 14 is provided with a plurality of anti-floating anchor rods 14, the anti-floating anchor rods 14 penetrate through the inside of the through hole 13, and a fastening structure 2 for fixing the anti-floating anchor rods 14 is arranged on the anti-floating anchor rods 14.
The cushion layer 12 comprises a waterproof coil layer 121, a non-cured rubber asphalt waterproof coating layer 122 and a cement-based capillary crystalline waterproof coating layer 123 which are sequentially arranged from top to bottom. The cement-based capillary crystalline waterproof coating layer 123 is fixedly connected with the groove 11, the cement-based capillary crystalline waterproof coating layer 123 is fixedly connected with the non-cured rubber asphalt waterproof coating layer 122, and the non-cured rubber asphalt waterproof coating layer 122 is fixedly connected with the waterproof roll material layer 121.
One side of the non-cured rubber asphalt waterproof coating layer 122 close to the anti-floating anchor rods 14 is turned upwards to form a first turned edge 15, and one side of the waterproof coil layer 121 close to the anti-floating anchor rods 14 is turned upwards to form a second turned edge 16.
The inside of the penetration hole 13 is filled with the non-cured rubberized asphalt waterproofing paint, so that the gap inside the penetration hole 13 is sealed by the non-cured rubberized asphalt waterproofing paint.
Referring to fig. 3 and 4, the fastening structure 2 includes a vertically arranged fixture block 21, two clamping plates 22 are oppositely disposed on one side of the fixture block 21 close to the anti-floating anchor rod 14, each clamping plate 22 includes a first connecting portion 221 close to one side of the fixture block 21, and the first connecting portion 221 is rotatably connected with the fixture block 21. One side of the first connecting portion 221, which faces away from the latch 21, is fixedly connected with a clamping portion 222, and the clamping portion 222 is an arc-shaped structure coaxially disposed with the anti-floating anchor rod 14. A second connecting portion 223 is fixedly connected to a side of the clamping portion 222 away from the first connecting portion 221, and the second connecting portion 223 is fixedly connected to the clamping portion 222.
The two oppositely disposed clamping portions 222 can clamp the anti-floating anchor 14, and the two second connecting portions 223 are relatively fixed by bolts, so that the anti-floating anchor 14 is fixed between the two oppositely disposed clamping portions 222.
Two first clamping parts 222 that set up relatively slope sets up, and incline towards the direction that relatively deviates from gradually from one side that deviates from fixture block 21 to one side that is close to fixture block 21 along to when two second clamping parts 222 relatively fixed back, two first clamping parts 222 can not take place to deflect.
A rubber pad 224 is fixedly connected to a side of the two clamping portions 222, which is relatively close to the clamping portions 222, and the rubber pad 224 is an arc-shaped structure coaxially arranged with the clamping portions 222. A support rod 211 is vertically arranged below the fixture block 21, the support rod 211 is fixedly connected with the fixture block 21, and the bottom end of the support rod 211 is flush with the top end of the through hole 13.
Referring to fig. 4 and 5, the clamping plate 23 is horizontally arranged above the clamping block 21, the clamping plate 23 is of a triangular structure, the avoidance groove 231 is formed in the position, relative to the anti-floating anchor rod 14, of the clamping plate 23, and the avoidance groove 231 is of an arc-shaped structure coaxially arranged with the anti-floating anchor rod 14. Draw-in groove 232 has been seted up vertically for fixture block 21's position to the lower surface of cardboard 23, and when draw-in groove 232 and cardboard 23 relative time, through pushing down cardboard 23 for fixture block 21 enters into the inside of draw-in groove 232, and fixture block 21 and cardboard 23 sliding connection.
Locking groove 233 is seted up to cardboard 23's inside level, and locking groove 233 communicates with locking groove 232 relatively, and the inside horizontal sliding connection who locks groove 233 has locking piece 234, and the inclined wall that one side that locking piece 234 is close to locking groove 232 is the slope setting, and the inclined wall inclines towards one side that is close to locking groove 233 along top-down direction of height gradually.
The locking block 234 is horizontally provided with a spring 235 at one side of the inside of the locking groove 233 which is far away from the locking groove 232, one end of the spring 235 is fixedly connected with the locking block 234, and the other end of the spring 235 is fixedly connected with the catch plate 23.
One side wall of the latch 21 close to the locking groove 233 is horizontally provided with a locking hole 212, and after the latch 21 extends into the locking groove 232, the locking hole 212 is opposite to the locking groove 233, and then the spring 235 pushes the locking block 234 to extend into the locking hole 212, so as to lock the latch 21 inside the locking plate 23.
One side fixedly connected with opening rod 236 that fixture block 21 is close to locking groove 233 tank bottom, opening rod 236 is including the horizontal pole 2361 of horizontal setting to and be located the vertical pole 2362 that the horizontal pole 2361 deviates from the vertical setting in one side top of fixture block 21, horizontal pole 2361 and vertical pole 2362 structure as an organic whole.
Locking groove 233 deviates from the vertical opening groove 237 of having seted up in one side of draw-in groove 232, opening groove 237 is "L" shape structure, and opens groove 237 including the relative transverse groove 2371 of diaphragm and be located transverse groove 2371 and deviate from the vertical groove 2372 of seting up in draw-in groove 232 one side, transverse groove 2371 and vertical groove 2372 communicate relatively, and horizontal pole 2361 is located the inside relative slip of transverse groove 2371, vertical pole 2362 is the inside and the relative slip of vertical groove 2372.
The top end of the vertical groove 2372 is in opposite communication with the upper surface of the catch plate 23, and a vertical rod 2362 extends from the top end of the vertical groove 2372. When an operator needs to slide the clamping block 21 out of the clamping groove 232, the vertical rod 2362 is moved towards one side away from the clamping block 21, so that the locking block 234 is driven to slide out of the clamping groove 233, and the clamping block 21 can slide out of the clamping groove 232.
The implementation principle of anti-floating anchor rod waterproof construction of the embodiment of this application does: by clamping the opposing clamping portions 222 on the outside of the anti-floating anchor 14, the two second connecting portions 223 are fixed relative to each other, and the anti-floating anchor 14 is fixed between the opposing clamping portions 222. With cardboard 23 be located fixture block 21's top for fixture block 21 and draw-in groove 232 are relative, and then move down, make fixture block 21 stretch into the inside of draw-in groove 232, promote the inside that locking piece 234 entered into locking hole 212 through spring 235, and then with fixture block 21 card in draw-in groove 232, reduce the condition that produces between a plurality of anti-floating anchor rods 14 and rock.
The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.
Claims (8)
1. The utility model provides an anti-floating anchor rod waterproof construction, including bed course (12) that the level set up, vertical perforation (13) of having seted up on bed course (12), anti-floating anchor rod (14) that are equipped with a plurality of vertical settings are worn to the inside of perforation (13), its characterized in that: still including fixture block (21) of vertical setting, one side of fixture block (21) is provided with grip block (22) relatively, two grip block (22) will anti-floating anchor rod (14) carry out the centre gripping, grip block (22) with fixture block (21) rotate to be connected, two grip block (22) deviate from one side of fixture block (21) is fixed through the mounting, the vertical cardboard (23) that is provided with in top of fixture block (21), draw-in groove (232) have vertically been seted up to the lower surface of cardboard (23), the top of fixture block (21) stretches into the inside of draw-in groove (232).
2. The waterproof structure of an anti-floating anchor rod according to claim 1, wherein: locking groove (233) has been seted up to the inside level of cardboard (23), locking groove (233) with locking groove (232) communicate relatively, the inside sliding connection who locks groove (233) has locking piece (234), locking piece (234) deviate from one side level that locks groove (233) is provided with the elastic component, fixture block (21) are close to locking hole (212) have been seted up to one side level of locking piece (234), work as fixture block (21) stretch into during the inside of clamping groove (232), locking hole (212) with locking piece (234) are relative, locking piece (234) stretch into the inside in locking hole (212).
3. The waterproof structure of an anti-floating anchor rod according to claim 2, wherein: an opening rod (236) is vertically and fixedly connected to the locking block (234), an opening groove (237) is horizontally formed in the clamping plate (23), the opening rod (236) is located inside the opening groove (237), the opening groove (237) is communicated with the top wall of the clamping plate (23), and the opening rod (236) extends out of the top wall of the clamping plate (23).
4. The waterproof structure of an anti-floating anchor rod according to claim 1, wherein: the cushion layer (12) is provided with a waterproof coil layer (121), a non-cured rubber asphalt waterproof coating layer (122) and a cement-based permeable crystallization type waterproof coating layer (123) from top to bottom in sequence, the two adjacent layers are fixedly connected, and the non-cured rubber asphalt waterproof coating layer (122) seals gaps between the anti-floating anchor rod (14) and the cushion layer (12).
5. The waterproof structure of an anti-floating anchor rod according to claim 4, wherein: one side of the non-cured rubber asphalt waterproof coating layer (122) close to the anti-floating anchor rod (14) is turned over to form a first turned edge (15), and the first turned edge (15) is fixedly connected with the anti-floating anchor rod (14).
6. The waterproof structure for an anti-floating anchor rod according to claim 5, wherein: one side of the waterproof roll material layer (121) close to the anti-floating anchor rod (14) is turned over to form a second turned edge (16), and the second turned edge (16) is fixedly connected with the anti-floating anchor rod (14).
7. The waterproof structure of an anti-floating anchor rod according to claim 1, wherein: a support rod (211) is vertically arranged below the clamping block (21), and the bottom end of the support rod (211) is abutted to the upper surface of the cushion layer (12).
8. The waterproof structure of an anti-floating anchor rod according to claim 1, wherein: one side of the clamping plate (22) close to the anti-floating anchor rod (14) is fixedly connected with a rubber pad (224).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202123363915.3U CN217174748U (en) | 2021-12-28 | 2021-12-28 | Anti-floating anchor rod waterproof structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202123363915.3U CN217174748U (en) | 2021-12-28 | 2021-12-28 | Anti-floating anchor rod waterproof structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN217174748U true CN217174748U (en) | 2022-08-12 |
Family
ID=82731156
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202123363915.3U Active CN217174748U (en) | 2021-12-28 | 2021-12-28 | Anti-floating anchor rod waterproof structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN217174748U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115404860A (en) * | 2022-09-06 | 2022-11-29 | 中铁一局集团天津建设工程有限公司 | Construction method of anti-floating anchor rod waterproof node |
-
2021
- 2021-12-28 CN CN202123363915.3U patent/CN217174748U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115404860A (en) * | 2022-09-06 | 2022-11-29 | 中铁一局集团天津建设工程有限公司 | Construction method of anti-floating anchor rod waterproof node |
CN115404860B (en) * | 2022-09-06 | 2024-04-02 | 中铁一局集团天津建设工程有限公司 | Construction method for waterproof node of anti-floating anchor rod |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN103422501B (en) | Anti-floating anchor rod structure in sand seam geology and construction method thereof | |
CN217174748U (en) | Anti-floating anchor rod waterproof structure | |
CN203729306U (en) | Anti-slide pile and soil retaining plate supporting structure | |
CN207003421U (en) | A kind of steel plate pilework for being seated hard rock top surface | |
CN203939036U (en) | A kind of steel sheet pile cofferdam structure that is applicable to river course | |
CN103572770B (en) | A kind of stake case hydraulic structures and construction method thereof | |
CN211200406U (en) | Pipeline slot supporting device | |
CN205382942U (en) | Multilayer underground space curtain posture subsurface excavated construction's supporting construction under existing facility | |
CN206829136U (en) | A kind of anchor jacked pile envelope pilework of high cushion cap foundation | |
CN106400814A (en) | Foundation pit supporting method | |
CN216664081U (en) | Ecological template pile for dredging and treating river channel | |
CN202081418U (en) | Continuous steel sheet pile for foundation pit support or continuous concrete wall | |
CN110004980A (en) | A kind of combined assembled underground structure and first inverse rear suitable construction method | |
CN212896124U (en) | Flood control equipment for hydraulic engineering | |
CN209722934U (en) | A kind of reinforced soft soil ground equipment | |
CN112962617A (en) | Comprehensive pipe gallery foundation pit supporting method for weathered rock stratum area | |
CN220908303U (en) | Full prefabricated assembled square pile type ecological retaining wall revetment | |
CN217601542U (en) | Foundation reinforcing device for building construction | |
CN220620119U (en) | Thin steel template assembly based on soil core backfill | |
CN217419652U (en) | Excavation supporting structure for deep silted geological foundation pit | |
CN221118552U (en) | Assembled slide pile soil retaining plate structure | |
CN105297740B (en) | A kind of FRP plate belt foundation pit enclosure structure carries out the construction method of pattern foundation pit supporting structure | |
CN219195922U (en) | Steel sheet pile supporting structure convenient to detach and install | |
CN212427133U (en) | Convenient stack's gabion cage | |
CN204510231U (en) | A kind of Circular Pit is inverse makes retaining wall |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |