CN220099857U - Geotechnical composite reinforcement belt based on weak foundation soil - Google Patents
Geotechnical composite reinforcement belt based on weak foundation soil Download PDFInfo
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- CN220099857U CN220099857U CN202320939359.XU CN202320939359U CN220099857U CN 220099857 U CN220099857 U CN 220099857U CN 202320939359 U CN202320939359 U CN 202320939359U CN 220099857 U CN220099857 U CN 220099857U
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- wall
- foundation soil
- weak foundation
- fixedly connected
- limiting
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- 239000002689 soil Substances 0.000 title claims abstract description 25
- 230000002787 reinforcement Effects 0.000 title claims abstract description 20
- 239000002131 composite material Substances 0.000 title claims abstract description 15
- 230000001681 protective effect Effects 0.000 claims abstract description 16
- 210000003205 muscle Anatomy 0.000 claims abstract description 11
- 239000000945 filler Substances 0.000 claims abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 7
- 239000010959 steel Substances 0.000 claims abstract description 7
- 210000002435 tendon Anatomy 0.000 claims description 7
- 239000002390 adhesive tape Substances 0.000 claims description 4
- 150000001875 compounds Chemical class 0.000 abstract description 3
- 239000011241 protective layer Substances 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 7
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 2
- 235000017491 Bambusa tulda Nutrition 0.000 description 2
- 241001330002 Bambuseae Species 0.000 description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 2
- 239000011425 bamboo Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000005265 energy consumption Methods 0.000 description 2
- 238000003912 environmental pollution Methods 0.000 description 2
- 238000004643 material aging Methods 0.000 description 2
- 239000004743 Polypropylene Substances 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007334 copolymerization reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000004880 explosion Methods 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000010410 layer Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- -1 polypropylene Polymers 0.000 description 1
- 229920001155 polypropylene Polymers 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model relates to the technical field of composite reinforcement belts, and discloses a geotechnical composite reinforcement belt based on weak foundation soil, which comprises a reinforcement belt and a fixing rod, wherein the outer surface of the reinforcement belt is clamped with a fixing clamp, the outer surface of the fixing clamp is inserted with a fixable limiting rod, the inner wall of the reinforcement belt is provided with a thickened filler, the top and the bottom of the reinforcement belt are fixedly connected with protective belts capable of improving wear resistance, the inner wall of the filler is inserted with a reinforced anti-slip sleeve, and the inner wall of the anti-slip sleeve is inserted with a protectable protective sleeve. This geotechnique's compound muscle area based on weak foundation soil through the setting of boundary belt, can form the protective layer at the surface in muscle area, and then promotes the holistic wearability of device to extension device's life sets up through the cooperation of antiskid cover, protective sheath and steel wire, can promote holistic toughness and tensile strength of device, consequently can make the device be applicable to different user demands.
Description
Technical Field
The utility model relates to the technical field of composite reinforcement belts, in particular to a geotechnical composite reinforcement belt based on weak foundation soil.
Background
With the increasing of large, heavy and high-rise buildings and buildings with special requirements in the current engineering construction, new and higher requirements are put forward on the bearing capacity of the foundation, so that the artificial reinforcement treatment is necessary for poor building sites which are weak in soil and cannot meet the strength or deformation requirements of the building, or can be liquefied due to dynamic load effects such as earthquake or can be sunk due to water absorption.
The PPrP geotechnical composite reinforced belt material is a random copolymerization polypropylene reinforced composite reinforced material rib, has the advantages of high tensile strength, light weight, environmental protection and the like, is a novel excellent substitute material for traditional PVC reinforced soil materials, solves the unnecessary loss to subsequent engineering caused by easy aging of the traditional reinforced soil materials, reduces the energy consumption and environmental pollution caused by material aging, accords with the new energy policy of building a saving society and energy saving emission, is a novel technology improved on the basis of the traditional PVC reinforced soil materials, can be applied to reinforced soil retaining wall and reinforced soil composite cushion engineering, and solves the problem of stability of a filled soil retaining wall or a whole basic composite structure.
Disclosure of Invention
(one) solving the technical problems
In order to overcome the defects in the prior art, the utility model provides a geotechnical composite reinforcement belt based on weak foundation soil, which solves the problems in the prior art that:
unnecessary loss caused by the fact that traditional reinforced soil materials are easy to age is avoided for subsequent engineering, meanwhile, energy consumption and environmental pollution caused by material aging are reduced, and the problems of building a saving type society and a new energy policy of energy saving and emission are met.
(II) technical scheme
In order to achieve the above purpose, the utility model is realized by the following technical scheme: the utility model provides a geotechnical composite reinforcement area based on weak foundation soil, includes that surface joint has muscle area and the dead lever of fixation clamp, the surface grafting of fixation clamp has fixable gag lever post, the inner wall of muscle area is equipped with the filler that can thicken, the equal fixedly connected with of top and bottom of muscle area can promote the protective tape of wearability, the inner wall grafting of filler has the anti-skidding cover that can consolidate, the inner wall grafting of anti-skidding cover has the protective sheath that can protect, the inner wall grafting of protective sheath has the steel wire that can promote toughness.
Optionally, the bottom fixedly connected with of fixation clamp can be fixed dead lever, but anti-skidding groove has been seted up to the surface of dead lever.
Optionally, one side of fixation clamp inner wall peg graft there is spacing section of thick bamboo that can spacing, but the inner wall fixedly connected with of spacing section of thick bamboo fixture block spacing.
Optionally, the push plate that can conveniently promote is fixedly connected with to the one end of gag lever post, but skid resistant line has been seted up to the surface of push plate.
Optionally, but the draw-in groove of spacing is seted up to one end of gag lever post surface, the inner wall of draw-in groove and the surface joint of fixture block.
Optionally, the mounting groove that can supply the installation is all offered to the both sides of the surface of muscle area, the inner wall fixedly connected with of mounting groove can consolidate the adhesive tape.
(III) beneficial effects
The utility model provides a geotechnical composite reinforcement belt based on weak foundation soil, which has the following beneficial effects:
1. this geotechnique's compound muscle area based on weak foundation soil through the setting of boundary belt, can form the protective layer at the surface in muscle area, and then promotes the holistic wearability of device to extension device's life sets up through the cooperation of antiskid cover, protective sheath and steel wire, can promote holistic toughness and tensile strength of device, consequently can make the device be applicable to different user demands.
2. This geotechnique's compound muscle area based on weak foundation soil through the setting of fixation clamp, can take up tightly fixedly between two muscle areas, consequently can make the device form netted to more conveniently lay the device, through the setting of dead lever, can the direct insertion ground, thereby restrict the position of fixation clamp, guarantee holistic stability of the device.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic view of an explosion structure of the fixing clip of the present utility model;
FIG. 3 is a schematic cross-sectional view of the tendon of the present utility model;
fig. 4 is a schematic cross-sectional view of a limiting cylinder according to the present utility model.
In the figure: 1. a tendon belt; 2. a fixing clamp; 3. a fixed rod; 4. an anti-skid groove; 5. a limit rod; 6. a limiting cylinder; 7. a clamping groove; 8. a clamping block; 9. an adhesive tape; 10. a filler; 11. a protective tape; 12. an anti-skid sleeve; 13. a protective sleeve; 14. and (3) a steel wire.
Detailed Description
The technical solutions in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present utility model. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
Embodiment one:
referring to fig. 1 to 4, the present utility model provides a technical solution: the geotechnical composite reinforcement belt based on the weak foundation soil comprises a reinforcement belt 1 and a fixing rod 3, wherein the outer surface of the reinforcement belt is clamped with a fixing clamp 2, a fixable limiting rod 5 is inserted into the outer surface of the fixing clamp 2, the bottom of the fixing clamp 2 is fixedly connected with the fixable fixing rod 3, and an anti-slip groove 4 capable of preventing slipping is formed in the outer surface of the fixing rod 3;
through the arrangement of the fixing clamp 2, two adjacent rib belts 1 can be fixed, so that the device forms a net shape, the practicability of the device is improved, through the arrangement of the limiting rod 5, the rib belts 1 can be penetrated from one side, the clamping position of the fixing clamp 2 is further fixed, the stability of the device in use is ensured, and through the matching arrangement of the fixing rod 3 and the anti-skid groove 4, the fixing rod 3 can be directly inserted into the ground, so that the device is suitable for different use requirements;
embodiment two:
one side of the inner wall of the fixed clamp 2 is inserted with a limiting cylinder 6 which can be limited, the inner wall of the limiting cylinder 6 is fixedly connected with a clamping block 8 which can be limited, one end of a limiting rod 5 is fixedly connected with a push plate which can be conveniently pushed, the outer surface of the push plate is provided with anti-skid patterns which can be prevented from skidding, one end of the outer surface of the limiting rod 5 is provided with a clamping groove 7 which can be limited, and the inner wall of the clamping groove 7 is clamped with the outer surface of the clamping block 8;
through the arrangement of the limiting cylinder 6, when the limiting rod 5 penetrates, the limiting rod 5 can be fixed by virtue of the clamping block 8 and the clamping groove 7, so that the stability of the fixing clamp 2 on the surface of the rib belt 1 is ensured, and through the arrangement of the push plate, the limiting rod 5 can be pushed more conveniently;
embodiment III:
the two sides of the outer surface of the rib belt 1 are provided with mounting grooves for mounting, the inner wall of each mounting groove is fixedly connected with a reinforced adhesive tape 9, the inner wall of the rib belt 1 is provided with a thickened filler 10, and the top and the bottom of the rib belt 1 are fixedly connected with a protective belt 11 capable of improving wear resistance;
through the arrangement of the teaching strip 9, the whole toughness of the device can be improved, and further, larger force is needed to be used when the device is bent, so that the fixing capacity of the device is improved, and through the arrangement of the protecting belt 11, a protecting layer can be formed on the surface of the rib belt 1, so that the whole wear resistance of the device is improved, and the service life of the device is prolonged;
embodiment four:
the inner wall of the filler 10 is inserted with a reinforced anti-slip sleeve 12, the inner wall of the anti-slip sleeve 12 is inserted with a protective sleeve 13 which can be protected, and the inner wall of the protective sleeve 13 is inserted with a steel wire 14 which can improve toughness;
through the cooperation setting of antiskid cover 12, protective sheath 13 and steel wire 14, can promote holistic toughness and tensile strength of the device, consequently can make the device be applicable to different user demands.
In the utility model, the working steps of the device are as follows:
firstly, the adjacent reinforcement strips 1 are clamped and fixed by means of the fixing clips 2, then the limiting rod 5 is inserted into the fixing clips 2 from one side, the pushing plate is pressed until the limiting rod 5 is inserted into the limiting cylinder 7, the fixing rod 3 can be inserted into the ground, and the net formed by the reinforcement strips 1 is paved.
Although embodiments of the present utility model have been shown and described, it will be understood by those skilled in the art that various changes, modifications, substitutions and alterations can be made therein without departing from the principles and spirit of the utility model, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a geotechnical composite reinforcement area based on weak foundation soil, includes muscle area (1) and dead lever (3) that surface joint has fixation clamp (2), its characterized in that: the outer surface of the fixing clamp (2) is inserted with a fixable limiting rod (5), the inner wall of the rib band (1) is provided with a thickened filler (10), the top and the bottom of the rib band (1) are fixedly connected with a protective band (11) capable of improving wear resistance, the inner wall of the filler (10) is inserted with a reinforced anti-slip sleeve (12), the inner wall of the anti-slip sleeve (12) is inserted with a protective sleeve (13) which can be protected, and the inner wall of the protective sleeve (13) is inserted with a steel wire (14) which can improve toughness.
2. A geocomposite tendon based on weak foundation soil as claimed in claim 1, wherein: the bottom of fixation clamp (2) fixedly connected with dead lever (3) that can fix, but antiskid anti-skidding groove (4) have been seted up to the surface of dead lever (3).
3. A geocomposite tendon based on weak foundation soil as claimed in claim 1, wherein: one side of the inner wall of the fixing clamp (2) is inserted with a limiting cylinder (6) capable of limiting, and the inner wall of the limiting cylinder (6) is fixedly connected with a clamping block (8) capable of limiting.
4. A geocomposite tendon based on weak foundation soil as claimed in claim 1, wherein: one end of the limiting rod (5) is fixedly connected with a pushing plate which can be conveniently pushed, and anti-skid patterns which can be anti-skid are formed on the outer surface of the pushing plate.
5. A geocomposite tendon based on weak foundation soil as claimed in claim 1, wherein: one end of the outer surface of the limiting rod (5) is provided with a limiting clamping groove (7), and the inner wall of the clamping groove (7) is clamped with the outer surface of the clamping block (8).
6. A geocomposite tendon based on weak foundation soil as claimed in claim 1, wherein: the two sides of the outer surface of the rib belt (1) are provided with mounting grooves for mounting, and the inner walls of the mounting grooves are fixedly connected with reinforced adhesive tapes (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320939359.XU CN220099857U (en) | 2023-04-24 | 2023-04-24 | Geotechnical composite reinforcement belt based on weak foundation soil |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320939359.XU CN220099857U (en) | 2023-04-24 | 2023-04-24 | Geotechnical composite reinforcement belt based on weak foundation soil |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220099857U true CN220099857U (en) | 2023-11-28 |
Family
ID=88844359
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320939359.XU Active CN220099857U (en) | 2023-04-24 | 2023-04-24 | Geotechnical composite reinforcement belt based on weak foundation soil |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220099857U (en) |
-
2023
- 2023-04-24 CN CN202320939359.XU patent/CN220099857U/en active Active
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