CN219862883U - Soft foundation reinforcing structure - Google Patents
Soft foundation reinforcing structure Download PDFInfo
- Publication number
- CN219862883U CN219862883U CN202321338760.4U CN202321338760U CN219862883U CN 219862883 U CN219862883 U CN 219862883U CN 202321338760 U CN202321338760 U CN 202321338760U CN 219862883 U CN219862883 U CN 219862883U
- Authority
- CN
- China
- Prior art keywords
- mounting
- reinforcing
- slope
- plate
- soft foundation
- 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
- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 49
- 230000002787 reinforcement Effects 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 230000006641 stabilisation Effects 0.000 claims 2
- 238000011105 stabilization Methods 0.000 claims 2
- 238000009434 installation Methods 0.000 abstract description 10
- 230000009286 beneficial effect Effects 0.000 abstract description 2
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000005728 strengthening Methods 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 5
- 239000010410 layer Substances 0.000 description 4
- 239000002689 soil Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000002344 surface layer Substances 0.000 description 1
Classifications
-
- 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
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/50—Photovoltaic [PV] energy
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model provides a soft foundation reinforcing structure, and belongs to the field of building construction. The technical proposal is as follows: including setting up a plurality of pile groups on the slope ground, be provided with the mounting bracket between the adjacent pile tip of strengthening with being listed as, be provided with between the adjacent mounting bracket and consolidate the clamp plate, the mounting bracket includes the installation pole, installation pole bottom both sides are provided with the installation curb plate, the installation pole passes through the bolt setting and consolidates the pile tip, be provided with between the adjacent installation pole and consolidate the clamp plate, consolidate the clamp plate both ends and support on both sides installation curb plate, between the both sides installation curb plate, consolidate the clamp plate bottom and be provided with end clamp plate, a plurality of mounting holes have been seted up on the consolidate the clamp plate, the through-hole that runs through end clamp plate has been seted up to the mounting hole bottom, be provided with the stiffening rod in the through-hole. The beneficial effects of the utility model are as follows: simple structure, installation are convenient, can make the bearing capacity of slope soft foundation increase, reduce slope soft foundation deformation, very big increase the stability of slope soft foundation.
Description
Technical Field
The utility model relates to the field of building construction, in particular to a soft foundation reinforcing structure.
Background
Nearly 60% of the areas of China are hills and mountains, namely, many lands are slopes, and filling the slopes with earth and stones is one of the common engineering problems in civil engineering construction. The slope soft foundation is a special slope foundation and is characterized in that the surface layer of the foundation is relatively soft, the surface of the foundation or the bottom of the soft layer has a certain transverse gradient, under the action of filling load, the soft soil layer generates transverse deformation pointing to one side below when generating compression deformation, and the slope soft foundation soft soil layer deformation is concentrated near the slope toe at one side below and is different from the middle part of the foundation concentrated by the horizontal soft foundation soft soil layer deformation, so that the shear strain of the slope toe foundation at one side below is larger and the foundation instability is more easily caused.
Disclosure of Invention
The utility model aims to provide the soft foundation reinforcing structure which has a simple structure and is convenient to install, the bearing capacity of the soft foundation of the slope can be increased, the deformation of the soft foundation of the slope is reduced, and the stability of the soft foundation of the slope is greatly improved.
The utility model is realized by the following measures:
the soft foundation reinforcement structure is characterized by comprising a plurality of rows of pile groups arranged on a slope foundation, wherein a mounting frame is arranged between the end parts of adjacent reinforcement piles in the same row, and a reinforcement pressing plate is arranged between the adjacent mounting frames;
the mounting frame comprises mounting rods, mounting side plates are arranged on two sides of the bottom of each mounting rod, each mounting rod is arranged at the end part of each reinforcing pile through a bolt, the reinforcing pressing plates are arranged between the adjacent mounting rods, and two ends of each reinforcing pressing plate are propped against the mounting side plates on two sides;
a bottom pressing plate is arranged between the mounting side plates at two sides and at the bottom of the reinforcing pressing plate;
the reinforcing pressing plate is provided with a plurality of mounting holes, the bottom of each mounting hole is provided with a through hole penetrating through the bottom pressing plate, and the through holes are internally provided with reinforcing rods;
the reinforcing rod top is provided with the mounting panel, the reinforcing rod bottom passes the through-hole sets up in the slope ground, the mounting panel sets up in the mounting hole, the reinforcing rod end is provided with the tip.
The utility model has the specific characteristics that:
and steel wire meshes are paved between adjacent pile groups and on the slope foundation.
The bottom of the mounting frame is provided with a limiting vertical plate, the limiting vertical plate is arranged along the length direction of the mounting frame, and a plurality of limiting transverse plates are arranged on the limiting vertical plate;
the limiting vertical plate and the bottom of the limiting transverse plate are arranged in the slope foundation.
The bottoms of the mounting side plates on two sides are flush with the bottoms of the mounting rods.
During construction, a plurality of rows of reinforcing piles are fixed in a slope foundation, pile heads of the reinforcing piles are polished and cut according to the angle of the slope foundation and are smoothed by cement, steel wire meshes are paved between adjacent pile groups, grooves are dug between the adjacent reinforcing piles in the same row, limiting risers and limiting cross plates at the bottom of the mounting frame are placed in the grooves, two ends of the mounting frame are mounted at the ends of the adjacent reinforcing piles in the same row through bolts, the grooves are backfilled, then reinforcing pressing plates are mounted between the adjacent mounting side plates, the bottom pressing plates are tightly attached to the steel wire meshes, and reinforcing rods are smashed into the slope foundation to form further limiting and fixing for the reinforcing pressing plates, so that construction is completed.
The beneficial effects of the utility model are as follows: simple structure, installation are convenient, can make the bearing capacity of slope soft foundation increase, reduce slope soft foundation deformation, very big increase the stability of slope soft foundation.
Drawings
Fig. 1 is a schematic structural diagram of an embodiment of the present utility model.
Fig. 2 is a partial enlarged view of the portion a in fig. 1.
Fig. 3 is a schematic structural view of the installation of the limiting riser and the limiting diaphragm in the embodiment of the present utility model.
Wherein, the reference numerals are as follows: 1. slope foundation; 2. reinforcing piles; 3. reinforcing the pressing plate; 301. a mounting hole; 4. a steel wire mesh; 5. a reinforcing rod; 501. a mounting plate; 6. a mounting frame; 601. installing a side plate; 602. installing a side plate; 603. a bolt; 604. a limiting vertical plate; 605. a limiting transverse plate; 7. a bottom pressing plate; 701. and a through hole.
Detailed Description
In order to clearly illustrate the technical characteristics of the scheme, the scheme is explained below through a specific embodiment.
Referring to fig. 1-3, a soft foundation reinforcement structure comprises a plurality of columns of pile groups arranged on a slope foundation 1, wherein a mounting frame 6 is arranged between the end parts of adjacent reinforcement piles 2 in the same column, and a reinforcement pressing plate 3 is arranged between the adjacent mounting frames 6;
the mounting frame 6 comprises mounting side plates 602601, mounting side plates 602 are arranged on two sides of the bottom of each mounting side plate 602601, each mounting side plate 602601 is arranged at the end part of each reinforcing pile 2 through a bolt 603, a reinforcing pressing plate 3 is arranged between every two adjacent mounting side plates 602601, and two ends of each reinforcing pressing plate 3 are abutted against the mounting side plates 602 on two sides;
a bottom pressing plate 7 is arranged between the two side mounting side plates 602 and at the bottom of the reinforcing pressing plate 3;
a plurality of mounting holes 301 are formed in the reinforcing pressing plate 3, a through hole 701 penetrating through the bottom pressing plate 7 is formed in the bottom of the mounting holes 301, and a reinforcing rod 5 is arranged in the through hole 701;
the top of the reinforcing rod 5 is provided with a mounting plate 501, the bottom of the reinforcing rod 5 passes through the through hole 701 to be arranged in the slope foundation 1, the mounting plate 501 is arranged in the mounting hole 301, and the tail end of the reinforcing rod 5 is provided with a pointed end.
Steel wire meshes 4 are paved between adjacent pile groups and on the slope foundation 1.
The bottom of the mounting frame 6 is provided with a limiting vertical plate 604, the limiting vertical plate 604 is arranged along the length direction of the mounting frame 6, and a plurality of limiting transverse plates 605 are arranged on the limiting vertical plate 604;
the bottom of the limit riser 604 and the limit diaphragm 605 are arranged in the slope foundation 1.
The bottom of the side mounting plates 602 is flush with the bottom of the mounting plate 602601.
During construction, a plurality of columns of reinforcing piles 2 are fixed in a slope foundation 1, pile heads of the reinforcing piles 2 are polished and cut according to the angle of the slope foundation 1, cement is used for trowelling, a steel wire mesh 4 is paved between adjacent pile groups, grooves are drilled between the adjacent reinforcing piles 2 in the same column, limiting vertical plates 604 and limiting transverse plates 605 at the bottom of a mounting frame 6 are placed in the grooves, two ends of the mounting frame 6 are mounted at the end parts of the adjacent reinforcing piles 2 in the same column through bolts 603, the grooves are backfilled, a reinforcing pressing plate 3 is mounted between adjacent mounting side plates 602, a bottom pressing plate 7 is tightly attached to the steel wire mesh 4, and reinforcing rods 5 are smashed into the slope foundation 1 to form further limiting fixation for the reinforcing pressing plate 3, so that construction is completed.
The technical features of the present utility model that are not described in the present utility model may be implemented by or using the prior art, and are not described in detail herein, but the above description is not intended to limit the present utility model, and the present utility model is not limited to the above examples, but is also intended to be within the scope of the present utility model by those skilled in the art.
Claims (4)
1. The soft foundation reinforcement structure is characterized by comprising a plurality of rows of pile groups arranged on a slope foundation, wherein a mounting frame is arranged between the end parts of adjacent reinforcement piles in the same row, and a reinforcement pressing plate is arranged between the adjacent mounting frames;
the mounting frame comprises mounting rods, mounting side plates are arranged on two sides of the bottom of each mounting rod, each mounting rod is arranged at the end part of each reinforcing pile through a bolt, the reinforcing pressing plates are arranged between the adjacent mounting rods, and two ends of each reinforcing pressing plate are propped against the mounting side plates on two sides;
a bottom pressing plate is arranged between the mounting side plates at two sides and at the bottom of the reinforcing pressing plate;
the reinforcing pressing plate is provided with a plurality of mounting holes, the bottom of each mounting hole is provided with a through hole penetrating through the bottom pressing plate, and the through holes are internally provided with reinforcing rods;
the reinforcing rod top is provided with the mounting panel, the reinforcing rod bottom passes the through-hole sets up in the slope ground, the mounting panel sets up in the mounting hole, the reinforcing rod end is provided with the tip.
2. The soft foundation stabilization structure of claim 1, wherein steel wire mesh is laid between adjacent pile groups on the slope foundation.
3. The soft foundation reinforcement structure according to claim 2, wherein a limiting vertical plate is arranged at the bottom of the mounting frame, the limiting vertical plate is arranged along the length direction of the mounting frame, and a plurality of limiting transverse plates are arranged on the limiting vertical plate;
the limiting vertical plate and the bottom of the limiting transverse plate are arranged in the slope foundation.
4. A soft foundation stabilization structure according to claim 3, wherein the mounting side plate bottoms on both sides are flush with the mounting bar bottom.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321338760.4U CN219862883U (en) | 2023-05-30 | 2023-05-30 | Soft foundation reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321338760.4U CN219862883U (en) | 2023-05-30 | 2023-05-30 | Soft foundation reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219862883U true CN219862883U (en) | 2023-10-20 |
Family
ID=88370909
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321338760.4U Active CN219862883U (en) | 2023-05-30 | 2023-05-30 | Soft foundation reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219862883U (en) |
-
2023
- 2023-05-30 CN CN202321338760.4U patent/CN219862883U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102864795B (en) | Light steel factory post foundation suitable for sedimentation of filled-in ground and construction method | |
| CN103437567B (en) | Method for supporting existing building underground added storey through original pile foundations | |
| CN203296038U (en) | High embankment chair-type sheet-pile retaining wall structure | |
| CN203080470U (en) | Pile-bearing platform-barricade combined supporting and retaining structure | |
| CN105155548B (en) | A kind of drag-line double-row pile (wall) supporting construction | |
| CN102864796B (en) | Construction spreading foundation adaptive to filled ground settlement and construction method | |
| CN201770942U (en) | Support for soft soil foundation cast-in-place concrete continuous beam bridge | |
| CN108517882B (en) | A kind of geotechnical grid reinforcement high gradient slope and its construction method | |
| CN108316328A (en) | A kind of pressurization sinking device and its construction method for open caisson construction | |
| CN219862883U (en) | Soft foundation reinforcing structure | |
| CN212611713U (en) | Bearing platform type pile plate wall structure | |
| CN203741848U (en) | Steel tube plate type retaining structure | |
| CN204456180U (en) | Folded plate pile retaining wall | |
| CN203066986U (en) | Composite truss for supporting coal rock roadway top plate | |
| CN214530688U (en) | Adjacent deep basal pit supporting construction | |
| CN212865889U (en) | Tubular pile foundation reinforcing apparatus | |
| CN202767281U (en) | Assembly type reinforced concrete combination back wall | |
| CN113279393B (en) | Prestressed profile steel support pile and installation method | |
| CN212533950U (en) | Ecological bank protection in river course | |
| CN201794215U (en) | Pretensioning method prestress reinforced concrete prefabricated beam | |
| CN213508535U (en) | Reinforcement type civil engineering pile foundation construction structures | |
| CN211571780U (en) | Rib plate type retaining wall structure for combined support of anchor rods and anchor cables | |
| CN212742621U (en) | Unloading type pile plate retaining wall | |
| CN210141143U (en) | Pipe curtain undercut multilayer suspension pull stand braced system | |
| CN215800741U (en) | Road bed construction structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |