CN214940252U - A side slope reinforcerment system for basic building engineering - Google Patents
A side slope reinforcerment system for basic building engineering Download PDFInfo
- Publication number
- CN214940252U CN214940252U CN202120866419.0U CN202120866419U CN214940252U CN 214940252 U CN214940252 U CN 214940252U CN 202120866419 U CN202120866419 U CN 202120866419U CN 214940252 U CN214940252 U CN 214940252U
- Authority
- CN
- China
- Prior art keywords
- reinforcing frame
- unit reinforcing
- slope
- support ring
- unit
- 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
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model belongs to the technical field of the side slope is consolidated and specifically relates to a side slope reinforcerment system for basic building engineering is related to, it includes that a plurality of is used for the unit of butt on domatic reinforcing frame, adjacent two connect through mosaic structure between the unit reinforcing frame, every all be provided with on the unit reinforcing frame and be used for inserting the dead lever on the side slope, every unit reinforcing frame inboard all is provided with the protective structure who is used for stopping the soil body. This application has and to play the reinforcing action to comparatively loose soil body on domatic, reduces the effect that the soil body on domatic runs off the condition emergence of collapsing to the bottom of the slope.
Description
Technical Field
The application relates to the field of slope reinforcement, in particular to a slope reinforcement system for foundation building engineering.
Background
Buildings such as roads, dams, factory buildings and the like need large-scale covering layer or broken rocky strip side slope excavation due to site arrangement requirements, and after the side slope is formed into a slope, the state of the slope body is correspondingly adjusted after the original geological environment is damaged. Under the new stress redistribution condition, the slope body will generate deformation and damage of different degrees, firstly, the deformation is generated, then the damage is gradually developed, and the slope surface is often required to be reinforced in order to prevent the instability of the soil body or unstable rock mass of the slope surface.
For example, chinese patent publication No. CN204703160U discloses a double-anchoring-section prestressed anchor rope structure, which includes an inner anchoring section through which a steel strand is penetrated, a free section, an outer anchoring section, and an anchor head portion, and a reinforced concrete frame beam is provided on a slope surface.
Aiming at the related technologies, the inventor thinks that the defects that when the soil mass of the slope surface is loose, the concrete frame beams are difficult to reinforce the soil mass on the slope surface, and the soil mass on the slope surface is easy to run off to the slope bottom and collapse exist.
SUMMERY OF THE UTILITY MODEL
In order to play the reinforcing effect to comparatively loose soil body on domatic, reduce the soil body on domatic and take place to the condition that the slope bottom runs off and collapses, this application provides a side slope reinforcement system for basic building engineering.
The application provides a side slope reinforcement system for basic building engineering adopts following technical scheme:
the utility model provides a side slope reinforcement system for basic building engineering, includes that a plurality of is used for the unit reinforcement frame of butt on domatic, adjacent two connect through mosaic structure between the unit reinforcement frame, every all be provided with the dead lever that is used for inserting on the side slope on the unit reinforcement frame, every unit reinforcement frame inboard all is provided with the protective structure who is used for stopping the soil body.
Through adopting above-mentioned technical scheme, during the installation, generally install according to the order of a line of one row from the bottom up, laminate the unit reinforcement frame on the plane earlier, then run through this unit reinforcement frame with the dead lever on this fixed frame and squeeze into the soil body, then install protective structure unit reinforcement frame inboard, thereby illuminate the soil body, then install next unit reinforcement frame through mosaic structure, and ensure that two unit reinforcement frames highly uniform can install the dead lever, so circulate can, so, can play the reinforcing effect to comparatively loose soil body on domatic, reduce the soil body on domatic and run off the condition emergence of collapsing to the bottom of the slope.
Preferably, the protective structure comprises a covering layer which is arranged inside the unit reinforcing frame and attached to the slope surface.
Through adopting above-mentioned technical scheme, with protective structure installation unit reinforcement frame inboard, on the unit reinforcement frame is taken in the overburden installation promptly, overburden and domatic contact to press the soil body to domatic on, reduce the soil body and run off, so simple structure.
Preferably, the cover comprises geotextile.
Through adopting above-mentioned technical scheme, the overburden can effectively reduce manufacturing cost including the setting of geotechnological cloth, and later stage cost of maintenance is lower.
Preferably, the cover layers are detachably connected by a connecting structure.
Through adopting above-mentioned technical scheme, the overburden can dismantle the setting of being connected and with the later maintenance overburden through connection structure.
Preferably, the connection structure includes a support ring disposed inside the unit reinforcing frame, a side of the support ring is flush with a side of the unit reinforcing frame, a clamping ring is slidably fitted inside the unit reinforcing frame and abutted to the support ring, an edge of the covering layer is clamped between the support ring and the clamping ring, and the support ring is locked to the unit reinforcing frame through a locking member.
Through adopting above-mentioned technical scheme, lay the overburden on the support ring, it is inboard to put into unit reinforcement frame with the grip ring after that, until grip ring and support ring with the overburden centre gripping, then through the locking piece with the grip ring fixed can, so simple structure convenient operation.
Preferably, one side of the clamping ring close to the support ring is further provided with a pressing ring positioned on the inner side of the support ring, and the thickness of the pressing ring is equal to that of the support ring.
Through adopting above-mentioned technical scheme, the setting of pressing the ring makes the overburden can be better with domatic butt, improves the protection effect to the soil body.
Preferably, the splicing structure comprises insertion blocks arranged on two adjacent sides of the unit reinforcing frame and insertion grooves arranged on two adjacent sides and capable of accommodating the insertion blocks.
By adopting the technical scheme, when two adjacent unit reinforcing frames are connected, the inserting block on one unit reinforcing frame extends into the inserting groove on the other unit reinforcing frame.
Preferably, the fixing rod comprises a straight rod part movably penetrating through the unit reinforcing frame and an abutting block arranged at one end of the straight rod part and used for abutting against the surface of the unit reinforcing frame, and a plurality of accommodating grooves used for being in contact with a soil body are formed in the side surface of the straight rod part.
Through adopting above-mentioned technical scheme, the setting of holding tank makes the straight rod portion of dead lever stretch into the soil body that kind back, and one section time interval part soil body can enter into the holding tank to improve the joint strength between dead lever and the soil body to a certain extent, thereby improve the installation intensity of unit reinforcing frame.
In summary, the present application includes at least one of the following beneficial technical effects:
1. during installation, the unit reinforcing frames are generally installed in a row-by-row sequence from bottom to top, the unit reinforcing frames are firstly attached to a plane, then fixing rods on the fixing frames penetrate through the unit reinforcing frames and are driven into a soil body, then the protection structure is installed on the inner sides of the unit reinforcing frames so as to illuminate the soil body, then the next unit reinforcing frame is installed through the splicing structure, the fixing rods can be installed by ensuring that the heights of the two unit reinforcing frames are consistent, and the process is repeated, so that a reinforcing effect can be achieved on a loose soil body on a slope surface, and the phenomenon that the soil body on the slope surface runs off towards the bottom of the slope and collapses is reduced;
2. laying a covering layer on the support ring, then placing the clamping ring on the inner side of the unit reinforcing frame until the clamping ring and the support ring clamp the covering layer, and then fixing the clamping ring through the locking piece, so that the structure is simple and the operation is convenient;
3. the setting that the overburden includes geotechnological cloth can effectively reduce production manufacturing cost, and later stage cost of maintenance is lower.
Drawings
Fig. 1 is a schematic view of the overall structure of an embodiment of a slope reinforcement system for basic construction work according to the present application.
Fig. 2 is an exploded view of a unit reinforcing frame, a fixing rod, a cladding layer, and a connection structure according to an embodiment of the slope reinforcement system for basic construction work of the present application.
Description of reference numerals: 1. a unit reinforcing frame; 11. an insertion block; 12. inserting grooves; 13. a groove; 2. fixing the rod; 21. a straight rod part; 211. accommodating grooves; 22. a butting block; 3. a cover layer; 31. geotextile; 4. a connecting structure; 41. a support ring; 42. a clamp ring; 421. connecting blocks; 43. and pressing the ring.
Detailed Description
The present application is described in further detail below with reference to figures 1-2.
The embodiment of the application discloses a side slope reinforcement system for basic building engineering. Referring to fig. 1 and 2, the slope reinforcement system for basic building engineering includes a plurality of unit reinforcement frames 1 for abutting on a slope surface, and two adjacent unit reinforcement frames 1 are connected through a splicing structure, specifically, the splicing structure includes splicing blocks 11 disposed on two adjacent sides of the unit reinforcement frame 1 and splicing grooves 12 disposed on two adjacent sides and capable of accommodating the splicing blocks 11. In this embodiment, the number of the insertion blocks 11 on each side of the unit reinforcing frame 1 may be two, and the two insertion blocks 11 are spaced apart along the length direction of the side and located at the middle position of the side. The number of the inserting grooves 12 on each side surface is two, and the two inserting grooves 12 correspond to the two inserting blocks 11 one by one. For the convenience of installation, the length and width of the insertion block 11 are all smaller than those of the insertion groove 12, but the thicknesses are equal, so that an installation gap is left, and the assembly is convenient.
Referring to fig. 1 and 2, meanwhile, a fixing rod 2 for inserting into a slope is disposed on each unit reinforcing frame 1, the fixing rod 2 includes a straight rod portion 21 movably penetrating through the unit reinforcing frame 1 and an abutting block 22 disposed at one end of the straight rod portion 21 and used for abutting against a side surface of the unit reinforcing frame 1 away from a slope surface, in this embodiment, the straight rod portion 21 penetrates through a side edge of the unit reinforcing frame 1, and an inserting block 11 is disposed on the side edge and located at a middle position of the side edge.
Referring to fig. 2, simultaneously, a plurality of accommodating grooves 211 for contacting with the soil body are disposed on the side surface of the straight rod portion 21, in this embodiment, the number of the accommodating grooves 211 may be four, and it is sufficient that four accommodating grooves 211 are two-by-two distributed on two opposite sides of the straight rod portion 21.
Referring to fig. 1 and 2, a protective structure for blocking a soil body is provided inside each unit reinforcing frame 1. Specifically, protective structure is including setting up in unit reinforcement frame 1 inside and laminating in domatic overburden 3, and overburden 3 includes geotechnological cloth 31, and in this embodiment, geotechnological cloth 31 can set up to the bilayer to long when increasing geotechnological cloth 31's use, reduce the change frequency.
Referring to fig. 1 and 2, the cover layer 3 is detachably attached by the attachment structure 4. Specifically, the connection structure 4 includes a support ring 41 disposed inside the unit reinforcing frame 1, a side surface of the support ring 41 is flush with a side surface of the unit reinforcing frame 1 that is attached to the slope, a clamping ring 42 that is in sliding fit with the inside of the unit reinforcing frame 1 and abuts against the support ring 41, and the edge of the cover layer 3 is clamped between the support ring 41 and the clamping ring 42. Grip ring 42 locks on unit reinforcement frame 1 through the locking piece, and the locking piece is including setting up in the connecting block 421 of the relative both sides of centre gripping, and unit reinforcement frame 1 is kept away from domatic side and is provided with the recess 13 that holds connecting block 421, and connecting block 421 holds behind the holding in recess 13 through the bolt fastening can, and do not set up dead lever 2 on the side that is provided with recess 13.
Referring to fig. 2, at the same time, the size of the clamped inner opening is smaller than that of the support ring 41, a pressing ring 43 located inside the support ring 41 is further provided on the side of the clamping ring 42 close to the support ring 41, and the thickness of the pressing ring 43 is equal to that of the support ring 41, so that the geotextile 31 is clamped between the support ring 41 and the clamping ring 42, and between the support ring 41 and the pressing ring 43.
The implementation principle of the slope reinforcement system for the foundation building engineering is as follows: during installation, generally, the unit reinforcing frames 1 are installed in a row from bottom to top, the fixing rods 2 on the fixing frames penetrate through the unit reinforcing frames 1 and are driven into a soil body, the geotextile 31 is laid on the support ring 41, the clamping ring 42 is placed on the inner side of the unit reinforcing frames 1 until the clamping ring 42 and the support ring 41 clamp the geotextile 31, meanwhile, the geotextile 31 is attached to a slope surface by the aid of the pressing ring 43, and then the connecting block 421 is locked in the groove 13 by the aid of bolts; and then installing the next unit reinforcing frame 1, enabling the inserting block 11 to extend into the inserting groove 12, ensuring the height of the two unit reinforcing frames 1 to be consistent, installing the fixing rod 2, then installing the geotextile 31 according to the operation, and repeating the steps.
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. A side slope reinforcerment system for foundation building engineering, its characterized in that: the unit reinforcing frame comprises a plurality of unit reinforcing frames (1) which are abutted to each other on a slope surface, wherein the unit reinforcing frames (1) are connected through a splicing structure, each unit reinforcing frame (1) is provided with a fixing rod (2) used for being inserted into a side slope, and each unit reinforcing frame (1) is internally provided with a protection structure used for blocking a soil body.
2. A slope strengthening system for use in foundation construction work as claimed in claim 1, wherein: the protective structure comprises a covering layer (3) which is arranged inside the unit reinforcing frame (1) and attached to the slope surface.
3. A slope strengthening system for foundation construction work according to claim 2, wherein: the cover layer (3) comprises geotextile (31).
4. A slope strengthening system for foundation construction work according to claim 2, wherein: the covering layers (3) are detachably connected through connecting structures (4).
5. A slope strengthening system for foundation construction work according to claim 4, wherein: connection structure (4) including set up in support ring (41) of unit reinforcing frame (1) inboard, just a side of support ring (41) with a side of unit reinforcing frame (1) keeps the parallel and level, unit reinforcing frame (1) inboard sliding fit have with support ring (41) looks butt's grip ring (42), the edge of overburden (3) is by the centre gripping in support ring (41) with between grip ring (42), grip ring (42) lock in through the locking piece on unit reinforcing frame (1).
6. A slope strengthening system for foundation construction work according to claim 5, wherein: the clamping ring (42) is close to one side of the support ring (41) is further provided with a pressing ring (43) located on the inner side of the support ring (41), and the thickness of the pressing ring (43) is equal to that of the support ring (41).
7. A slope strengthening system for use in foundation construction work as claimed in claim 1, wherein: the splicing structure comprises splicing blocks (11) arranged on two adjacent sides of the unit reinforcing frame (1) and splicing grooves (12) arranged on two adjacent sides and capable of containing the splicing blocks (11).
8. A slope strengthening system for use in foundation construction work as claimed in claim 1, wherein: the fixing rod (2) comprises a straight rod part (21) movably penetrating through the unit reinforcing frame (1) and a butt joint block (22) arranged at one end of the straight rod part (21) and used for butting against the surface of the unit reinforcing frame (1), and a plurality of accommodating grooves (211) used for being in contact with a soil body are formed in the side surface of the straight rod part (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120866419.0U CN214940252U (en) | 2021-04-25 | 2021-04-25 | A side slope reinforcerment system for basic building engineering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120866419.0U CN214940252U (en) | 2021-04-25 | 2021-04-25 | A side slope reinforcerment system for basic building engineering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214940252U true CN214940252U (en) | 2021-11-30 |
Family
ID=79067159
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120866419.0U Active CN214940252U (en) | 2021-04-25 | 2021-04-25 | A side slope reinforcerment system for basic building engineering |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214940252U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115217126A (en) * | 2022-07-22 | 2022-10-21 | 中铁四局集团第五工程有限公司 | Road slope construction reinforcing equipment and use method |
-
2021
- 2021-04-25 CN CN202120866419.0U patent/CN214940252U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115217126A (en) * | 2022-07-22 | 2022-10-21 | 中铁四局集团第五工程有限公司 | Road slope construction reinforcing equipment and use method |
| CN115217126B (en) * | 2022-07-22 | 2023-05-02 | 中铁四局集团第五工程有限公司 | Road slope construction reinforcing equipment and use method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN112095620B (en) | Foundation pit supporting structure and construction method thereof | |
| CN111705795B (en) | Prefabricated anchor pier for slope reinforcement and post-cast lattice beam assembly integral construction method | |
| CN112761168B (en) | Foundation pit supporting device | |
| CN104727318A (en) | Foundation ditch composite concrete nail supporting structure and method | |
| CN113550321A (en) | Prestressed PC construction method combined steel pipe pile foundation pit supporting structure and construction method thereof | |
| CN214940252U (en) | A side slope reinforcerment system for basic building engineering | |
| CN212388570U (en) | Anchoring system for slope support | |
| CN1167857C (en) | Foundation pit side-wall flexible support method | |
| CN204626396U (en) | A kind of foundation ditch composite soil nailed wall | |
| CN109706941B (en) | Construction method and anchoring device for foundation pit composite supporting technology | |
| JP5926615B2 (en) | Shaft wall structure and construction method | |
| KR102079563B1 (en) | Compression friction type anchor panel ground reinforcement system | |
| JP2015183366A (en) | Structure and construction method for banking structure | |
| CN110725698A (en) | Assembled primary support buffer structure suitable for high ground stress large-deformation tunnel | |
| KR20140007309A (en) | Method of pre-supported tunnel costructed in a soft ground | |
| CN215170029U (en) | Recoverable construction passageway just props up structure | |
| CN113293771A (en) | Combined steel plate anchoring body | |
| DE19808020C2 (en) | Procedure for the renovation of retaining walls | |
| CN114508232A (en) | Construction process for end cantilever beam of ship type roof frame | |
| KR20220155696A (en) | Construction structure for precast exterior panel of soil retaining wall and constructing method thereof | |
| CN109371984B (en) | Assembled recyclable deep foundation pit supporting system and construction process thereof | |
| CN108978675B (en) | Support assembly, foundation pit outer support system, foundation pit and construction method | |
| CN218437085U (en) | Trench excavation prestressing force assembled supporting device | |
| CN219621797U (en) | Foundation pit slope protection structure | |
| KR102268882B1 (en) | Three-way thumb pile reinforcement type self-supporting soil barrier construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |