CN210341936U - Assembled vertical supporting structure - Google Patents
Assembled vertical supporting structure Download PDFInfo
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- CN210341936U CN210341936U CN201920237272.1U CN201920237272U CN210341936U CN 210341936 U CN210341936 U CN 210341936U CN 201920237272 U CN201920237272 U CN 201920237272U CN 210341936 U CN210341936 U CN 210341936U
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Abstract
The utility model discloses a perpendicular supporting construction of assembled, including shaped steel and additional structure, the recoverable surface course of right side fixedly connected with assembled of shaped steel, the right side fixedly connected with double pin I-shaped steel roof beam of the recoverable surface course of assembled, the quantity of double pin I-shaped steel roof beam is three, the skin weld of double pin I-shaped steel roof beam has the stock, and the additional structure comprises anchor backing plate and stock tool to lock, the recoverable surface course of assembled includes the water permeability material. The utility model discloses a cooperation of shaped steel, additional structure, the recoverable surface course of assembled, double pin I-shaped steel roof beam and stock is used, can partially replace cement goods, and is prefabricated with the assembly, environmental protection material replaces cast-in-place, polluting materials, and the construction is high-efficient, can effectively reduce the time limit for a project, but recycle can save the cost by a wide margin, but modularization production and construction can carry out digitization and information-based development, and product quality controls easily, receives environmental impact less.
Description
Technical Field
The utility model relates to a side slope protection technical field specifically is an assembled vertical supporting construction.
Background
The retaining structure who adopts mainly uses retaining wall and lattice in preventing slope shallow layer slip and the bank protection engineering, it mainly plays the antiskid guard action, this kind of retaining wall has certain effect with the shallow layer slip of lattice to preventing the slope, but not big with ecological restoration but the effect to the afforestation of slope, although also can plant soil and plant grass between the lattice, certain afforestation function has, but the vegetation that can plant between the lattice is too single, herbaceous plant's root system is also flourishing inadequately, and lattice itself yielding destruction, so its bank protection effect is not very reasonable, the perpendicular supporting construction of traditional stake anchor simultaneously, the bored concrete pile generally adopts the bored concrete pile, protect between the stake and mainly adopt the net and spray concrete surface course, there is following problem at specific work progress: construction is manual intensive, cement dust and slurry pollution are serious, cement and reinforcing steel bars are used at one time, resource waste is large, the construction period is long, the levels of constructors are uneven, and the construction quality is greatly influenced by the environment.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a perpendicular supporting construction of assembled possesses the advantage that improves construction quality, has solved that the construction is artifical intensive, and cement raise dust, mud pollute seriously, and cement, reinforcing bar disposable, the wasting of resources is great, and the time limit for a project is longer, and constructor level is uneven, and construction quality receives the great problem of environmental impact.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a perpendicular supporting construction of assembled, includes shaped steel and additional structure, the recoverable surface course of right side fixedly connected with assembled of shaped steel, the two I-shaped girder steels of piecing together of right side fixedly connected with of the recoverable surface course of assembled, the quantity of two I-shaped girder steels of piecing together is three, the skin weld of two I-shaped girder steels of piecing together has the stock, and additional structure comprises anchor backing plate and stock tool to lock.
Preferably, the assembled recoverable surface layer comprises a water permeable material, a light assembly plate and an auxiliary rib material, the water permeable material is a geotextile, the water permeability meets the requirements of local precipitation and permeability parameters of corresponding soil layers, and has a certain tensile strength, the light assembly plate is a high molecular polymer, a biological material, a steel material or a composite material, and the tensile strength of the unit area of the light assembly plate is not less than the soil pressure of the unit area of the position where the light assembly plate is located and has a certain rigidity.
Preferably, supplementary muscle material includes assembly plate connecting piece and the outside ribbing of assembly surface course, supplementary muscle material is the reinforcing bar, assembly plate connecting piece and shaped steel flange welding pass the recoverable surface course of assembled and the outside ribbing of assembly surface course isointensity welding.
Preferably, the section steel is made of steel materials, can be vertically inserted into a corresponding soil body through mechanical equipment to resist lateral soil pressure, and can be integrally pulled out through the mechanical equipment after the foundation pit is backfilled.
Compared with the prior art, the beneficial effects of the utility model are as follows:
1. the utility model discloses a cooperation of shaped steel, additional structure, the recoverable surface course of assembled, double pin I-shaped steel roof beam and stock is used, can partially replace cement goods, and is prefabricated with the assembly, environmental protection material replaces cast-in-place, polluting materials, and the construction is high-efficient, can effectively reduce the time limit for a project, but recycle can save the cost by a wide margin, but modularization production and construction can carry out digitization and information-based development, and product quality controls easily, receives environmental impact less.
2. The utility model discloses a set up the water permeability material, can pass through groundwater the water permeability material and flow, make soil particles can not pass through, and certain tensile strength has, can transmit soil pressure, through setting up the light assembly plate, can possess the quality light, tensile strength is high, certain rigidity has, have regular cavity three-dimensional spatial grid structure, can directly bear the soil pressure that the flexible material transmitted and come, through setting up supplementary muscle material, can increase the bulk rigidity of surface course, connect the water permeability material, light assembly plate and shaped steel, reinforcing three atress effect in coordination, through setting up shaped steel, can resist side direction soil pressure through mechanical equipment vertical insertion in corresponding soil body, accessible mechanical equipment is whole to be extracted after the foundation ditch is backfilled again, recycle is accomplished with this.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a structural diagram of the assembled recyclable surface layer of the present invention;
fig. 3 is a vertical view of the assembled vertical support of the utility model.
In the figure: 1 shaped steel, recoverable surface course of 2 assembled, 3 double pin I-shaped steel roof beams, 4 stock, 5 water permeability materials, 6 light assembly plate, 7 supplementary muscle materials, 8 assembly plate connecting pieces, 9 assembly surface course outside ribbing.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-3, an assembled vertical supporting structure includes a section steel 1 and an auxiliary structure, the section steel 1 is made of steel material, and can be inserted into a corresponding soil body vertically to resist lateral soil pressure by a mechanical device, and can be pulled out by the mechanical device after backfilling a foundation pit, the section steel 1 can be inserted into the corresponding soil body vertically to resist lateral soil pressure by the mechanical device, and can be pulled out by the mechanical device after backfilling the foundation pit, thereby completing recycling, the right side of the section steel 1 is fixedly connected with an assembled recyclable surface layer 2, the assembled recyclable surface layer 2 includes a water permeable material 5, a light assembling plate 6 and an auxiliary reinforcement 7, the water permeable material 5 is made of geotextile, the water permeability should meet the requirements of local precipitation and permeability parameters of the corresponding soil layer, and has a certain tensile strength, the light assembling plate 6 is made of high polymer, The biological material, the steel material or the composite material has tensile strength per unit area not less than the soil pressure per unit area of the position where the biological material, the steel material or the composite material is located and has certain rigidity, the auxiliary reinforcing material 7 comprises an assembly plate connecting piece 8 and an assembly surface layer external press rib 9, the auxiliary reinforcing material 7 is a reinforcing steel bar, the assembly plate connecting piece 8 is welded with the flange of the section steel 1, the assembly type recyclable surface layer 2 is penetrated through to be welded with the assembly surface layer external press rib 9 in an equal strength manner, underground water can flow out through the water permeable material 5 by arranging the water permeable material 5, soil particles can not pass through, the auxiliary reinforcing material has certain tensile strength, the soil pressure can be transmitted, the light assembly plate 6 can have light weight, the tensile strength is high, the auxiliary reinforcing material 7 has certain rigidity, the regular hollow three-dimensional grid structure can directly bear the soil pressure transmitted by the flexible material, the integral rigidity of the surface layer can be increased, the water permeable material 5 is connected, the light assembly plate 6 and the section steel 1 are connected, the synergistic stress effect of the three is enhanced, the double-spliced I-shaped steel beam 3 is fixedly connected to the right side of the assembled recoverable surface layer 2, the number of the double-spliced I-shaped steel beam 3 is three, the anchor rod 4 is welded on the surface of the double-spliced I-shaped steel beam 3, the auxiliary structure is composed of an anchor backing plate and an anchor rod lock, the section steel 1 is used in a matched mode, the auxiliary structure, the assembled recoverable surface layer 2, the double-spliced I-shaped steel beam 3 and the anchor rod 4 are used in a matched mode, cement products can be partially replaced, prefabrication and environment-friendly materials are used for replacing cast-in-place, pollution materials are high in construction efficiency, the construction period can be effectively reduced, recycling is achieved, the construction cost can be greatly.
When the device is used, firstly, a hydraulic vibration hammer is adopted to perform inserting beating on the section steel 1 before excavation of the foundation pit earthwork, when the distance between the section steels 1 is small, the section steels 1 can be driven in a jumping beating mode to ensure the verticality, and when the soil layer is hard, the section steels 1 can be driven in an inserting beating mode after leading holes;
after the section steel 1 is constructed, hole forming and grouting operations of the anchor rod 4 are carried out, and after the strength of an anchoring body meets the requirement, construction and installation of the double-spliced I-shaped steel beam 3 and an anchorage device and tensioning operations of the anchor rod 4 are carried out;
after the section steel 1 and the anchor rod 4 are constructed, construction of an assembled recoverable surface layer 2 is carried out, firstly, an assembly plate connecting piece 8 is welded on a flange of the section steel 1, then, a water permeable material 5 is laid on the surface layer of the slope of the foundation pit, the assembly plate connecting piece 8 penetrates out of the water permeable material 5, then, a light assembly plate 6 is laid on the upper portion of the water permeable material 5, the assembly plate connecting piece 8 penetrates out of the light assembly plate 6, and a pressing rib 9 outside the assembly surface layer is transversely welded with the assembly plate connecting piece 8 to ensure the length of a welding seam;
after the foundation ditch is used and is accomplished, before backfilling the foundation ditch, retrieve recoverable surface course 2 of assembled and shaped steel 1 from down up, specifically as follows, retrieve supplementary muscle material 7, retrieve light assembly plate 6, retrieve water permeability material 5, the foundation ditch lower part is backfilled, and the recoverable surface course 2 of circulated upper portion assembled retrieves, and the foundation ditch is backfilled and is accomplished the back, retrieves shaped steel 1.
In summary, the following steps: this perpendicular supporting construction of assembled, through the cooperation use of shaped steel 1, the recoverable surface course 2 of assembled, two I-shaped girder steels 3 of piecing together and stock 4, it is intensive to have solved the construction manual work, and cement raise dust, mud pollution are serious, and cement, reinforcing bar disposable use, and the wasting of resources is great, and the time limit for a project is longer, and constructor level is uneven, and construction quality receives the great problem of environmental impact.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (4)
1. The utility model provides a perpendicular supporting construction of assembled, includes shaped steel (1) and additional structure, its characterized in that: the recoverable surface course of right side fixedly connected with assembled (2) of shaped steel (1), the right side fixedly connected with double pin I-shaped girder steel (3) of the recoverable surface course of assembled (2), the skin weld of double pin I-shaped girder steel (3) has stock (4), and the additional structure comprises anchor backing plate and stock tool to lock.
2. An assembled vertical supporting structure as claimed in claim 1, wherein: the assembly type recyclable surface layer (2) comprises a water permeable material (5), a light assembly plate (6) and an auxiliary rib material (7), wherein the water permeable material (5) is a geotextile, the water permeability meets the requirements of local precipitation and permeability parameters of corresponding soil layers, and the geotextile has certain tensile strength, the light assembly plate (6) is a high polymer, a biological material, a steel material or a composite material, and the tensile strength of the unit area is not less than the soil pressure of the unit area of the location where the light assembly plate is located and has certain rigidity.
3. An assembled vertical supporting structure as claimed in claim 2, wherein: supplementary muscle material (7) are including assembly plate connecting piece (8) and assembly surface layer outside ribbing (9), supplementary muscle material (7) are the reinforcing bar, assembly plate connecting piece (8) and shaped steel (1) edge of a wing welding pass the recoverable surface course of assembled (2) and the outside ribbing of assembly surface layer (9) isopiestic weld.
4. An assembled vertical supporting structure as claimed in claim 1, wherein: the section steel (1) is made of steel materials, can be vertically inserted into a corresponding soil body through mechanical equipment to resist lateral soil pressure, and can be integrally pulled out through the mechanical equipment after a foundation pit is backfilled.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920237272.1U CN210341936U (en) | 2019-02-26 | 2019-02-26 | Assembled vertical supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920237272.1U CN210341936U (en) | 2019-02-26 | 2019-02-26 | Assembled vertical supporting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210341936U true CN210341936U (en) | 2020-04-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920237272.1U Active CN210341936U (en) | 2019-02-26 | 2019-02-26 | Assembled vertical supporting structure |
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| CN (1) | CN210341936U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111535161A (en) * | 2020-05-22 | 2020-08-14 | 中铁二院工程集团有限责任公司 | Slope terrain pier deformation repairing structure and method |
| CN111663536A (en) * | 2020-06-08 | 2020-09-15 | 瑞腾基础工程技术（北京）股份有限公司 | Green assembly type vertical protection method |
-
2019
- 2019-02-26 CN CN201920237272.1U patent/CN210341936U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111535161A (en) * | 2020-05-22 | 2020-08-14 | 中铁二院工程集团有限责任公司 | Slope terrain pier deformation repairing structure and method |
| CN111535161B (en) * | 2020-05-22 | 2022-04-12 | 中铁二院工程集团有限责任公司 | Slope terrain pier deformation repairing structure and method |
| CN111663536A (en) * | 2020-06-08 | 2020-09-15 | 瑞腾基础工程技术（北京）股份有限公司 | Green assembly type vertical protection method |
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