CN219386393U - Assembled retaining wall - Google Patents
Assembled retaining wall Download PDFInfo
- Publication number
- CN219386393U CN219386393U CN202320197823.2U CN202320197823U CN219386393U CN 219386393 U CN219386393 U CN 219386393U CN 202320197823 U CN202320197823 U CN 202320197823U CN 219386393 U CN219386393 U CN 219386393U
- Authority
- CN
- China
- Prior art keywords
- steel
- template
- retaining wall
- fixing
- fixing ring
- 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.)
- Withdrawn - After Issue
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 80
- 239000010959 steel Substances 0.000 claims abstract description 80
- 238000003825 pressing Methods 0.000 claims abstract description 20
- 230000000903 blocking effect Effects 0.000 claims abstract description 6
- 238000009415 formwork Methods 0.000 claims description 12
- 239000002023 wood Substances 0.000 claims description 11
- -1 polyethylene Polymers 0.000 claims description 8
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 239000000463 material Substances 0.000 claims description 6
- 239000004698 Polyethylene Substances 0.000 claims description 4
- 239000004743 Polypropylene Substances 0.000 claims description 4
- 238000000465 moulding Methods 0.000 claims description 4
- 229920000573 polyethylene Polymers 0.000 claims description 4
- 229920001155 polypropylene Polymers 0.000 claims description 4
- 239000004033 plastic Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 239000011324 bead Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 14
- 238000000034 method Methods 0.000 abstract description 7
- 230000000694 effects Effects 0.000 abstract description 4
- 230000007306 turnover Effects 0.000 abstract description 4
- 238000009434 installation Methods 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000003379 elimination reaction Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to the technical field of constructional engineering, and particularly discloses an assembled retaining wall which comprises a surrounding retaining template, a template pressing strip, I-steel, a fixing ring and a triangular fixing wedge; the lower end of the I-steel is fixedly provided with a connecting nut for fixing the lower end of the I-steel, a fixing ring for the I-steel to pass through is pre-buried outside the enclosure template, and the I-steel passes through the fixing ring and is clamped at the position of the fixing ring through a positioning steel nail; the template battens are arranged on the outer side of the enclosing and blocking template at intervals in a plurality of rows, each template batten is arranged opposite to the I-steel, the triangular fixed wedge is clamped between the template batten and the I-steel, and the I-steel and the template batten are relatively fixed by downwards knocking the fixed wedge. The utility model is suitable for the construction retaining wall installation engineering, the process structure of the fabricated retaining wall is simple, the operation is convenient, the equipment use turnover times can be greatly increased, the retaining wall appearance can achieve excellent use effect, the labor can be saved, the cost can be reduced, and the safety risk can be reduced.
Description
Technical Field
The utility model relates to the technical field of constructional engineering, in particular to an assembled retaining wall.
Background
In the current highway engineering and municipal engineering construction, the wood fence templates and the steel fence templates are mainly used as fence template materials for retaining wall construction, wherein in most building construction, the wood fence templates are rarely used as an elimination process; the steel enclosure is replaced by a steel enclosure, when the steel enclosure is installed, large-weight mechanical equipment is needed to be matched, meanwhile, a screw rod and a pull rod are needed to be matched with a steel pipe to complete reinforcement, a steel pipe scaffold is needed to be used for auxiliary support in the construction process, the existing technology relates to complex technology and more materials in the construction process, so that material transportation is inconvenient, and more cost and labor hour are needed to complete the construction process; there are great limitations to construction areas where conditions are not allowed.
Disclosure of Invention
Aiming at the defects in the prior art, the utility model aims to provide an assembled retaining wall which has a simple structure and is rapid and stable to install and more suitable for different building construction operations.
The technical scheme adopted by the utility model is as follows: the assembly type retaining wall comprises a surrounding baffle template and a fixing assembly, wherein the fixing assembly comprises a template pressing strip, I-steel, a fixing ring and a triangular fixing wedge; the lower end of the I-steel is fixedly provided with a connecting screw cap for fixing the lower end of the I-steel, and a positioning steel nail is also fixed on the outer side of the I-steel corresponding to the upper part of the connecting screw cap; the fixing ring for the I-steel to pass through is pre-buried outside the enclosure template, and the I-steel passes through the fixing ring to clamp the positioning steel nails on the fixing ring; the template battens are arranged on the outer side of the enclosing and blocking template at intervals in a plurality of rows, each template batten is arranged opposite to the I-steel, the triangular fixing wedge is clamped between the template batten and the I-steel, and the I-steel and the template batten are relatively fixed by downwards knocking the fixing wedge.
The assembled retaining wall provided by the technical scheme is assembled, wherein the surrounding baffle template plays a role in surrounding baffle, the outer side of the surrounding baffle template plays a role in stably installing the surrounding baffle template by clamping a triangular fixing wedge between a template pressing strip and I-steel, the lower end of the I-steel penetrates through a fixing ring pre-buried at the outer side of a retaining base layer and is fixedly connected through a connecting nut, and a stable triangular fixing structure is formed by filling a gap between the template pressing strip and the I-steel through the triangular fixing wedge; compared with the prior art that the wood enclosing baffle template and the steel enclosing baffle template are welded by the screw rod and the pull rod, the technical scheme has simple process structure and convenient operation; can greatly increased the turnover number of times of use of equipment, enable the outward appearance of retaining wall to reach splendid result of use, need not the auxiliary role of cooperation steel pipe scaffold when putting up to can further practice thrift manual work and reduce cost, reduce construction safety risk.
Preferably, the outer side surface of the enclosure template is provided with a plurality of rows of reinforcing battens which are arranged at intervals up and down, and the reinforcing battens are detachably arranged.
Preferably, a skid is arranged in a notch of the I-steel opposite to the template pressing strip.
Preferably, the included angle between the template pressing strip and the I-steel is 20-30 degrees.
Preferably, a pre-buried plate of a pre-buried fixing ring is arranged above the enclosing and blocking template.
Preferably, the enclosure template is made of polyethylene or polypropylene plastic.
Preferably, the triangular fixing wedge and the enclosing baffle template are made of wood materials.
Preferably, the I-steel is 10-shaped I-steel.
The utility model has the beneficial effects that; the utility model is suitable for the construction retaining wall installation engineering, and the polyethylene-assembled retaining wall process structure is simple and convenient to operate; can greatly increased the use turnover number of times of equipment, enable the outward appearance of retaining wall to reach splendid result of use, compare and adopt in the traditional construction that wood encloses fender template and steel enclose fender template with lead screw and pull rod welded form, can also practice thrift manual work and reduce cost, reduce the safe risk, have higher practical value.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. Like elements or portions are generally identified by like reference numerals throughout the several figures. In the drawings, elements or portions thereof are not necessarily drawn to scale.
Fig. 1 is a perspective view of an assembled retaining wall according to an embodiment of the present utility model.
Fig. 2 is a side view of an assembled retaining wall according to an embodiment of the present utility model.
Reference numerals: the wall fence template 100, the template layering 200, the I-steel 300, the fixing ring 400, the triangular fixing wedge 500, the connecting nut 600, the positioning steel nail 700, the reinforced batten 800, the skid 900 and the embedded board 1000.
Detailed Description
Embodiments of the technical scheme of the present utility model will be described in detail below with reference to the accompanying drawings. The following examples are only for more clearly illustrating the technical aspects of the present utility model, and thus are merely examples, and are not intended to limit the scope of the present utility model.
It is noted that unless otherwise indicated, technical or scientific terms used herein should be given the ordinary meaning as understood by one of ordinary skill in the art to which this utility model pertains.
As shown in fig. 1 and 2, the embodiment of the utility model provides an assembled retaining wall, which does not need to cooperate with the auxiliary effect of a steel pipe scaffold when being built, and can further save labor and reduce cost and reduce construction safety risks. The device specifically comprises a fence template 100, a template layering 200, I-steel 300, a fixing ring 400 and a triangular fixing wedge 500; wherein, the lower end of the I-steel 300 is fixed with a connecting screw cap 600 for fixing the lower end of the I-steel 300, and the outside of the I-steel 300 is also fixed with a positioning steel nail 700 corresponding to the upper part of the connecting screw cap 600; the fixing ring 400 for the I-steel 300 to pass through is pre-buried outside the enclosure template 100, and the I-steel 300 passes through the fixing ring 400 to clamp the positioning steel nail 700 on the fixing ring 400; the formwork pressing strips 200 are arranged at the outer side of the enclosure formwork 100 at intervals in a plurality of rows, each formwork pressing strip 200 is arranged opposite to the I-steel 300, the triangular fixing wedge 500 is clamped between the formwork pressing strip 200 and the I-steel 300, and the fixing wedge is knocked downwards to enable the I-steel 300 and the formwork pressing strip 200 to be fixed relatively.
As shown in fig. 1 and 2, by the arrangement, the enclosure template 100 in the embodiment plays a role of enclosure, the outer side of the enclosure template 100 plays a role of stable installation of the enclosure template 100 by clamping the triangular fixing wedge 500 between the template pressing bar 200 and the i-steel 300, and when in construction, the fixing ring 400 is pre-buried outside the soil-retaining base layer for the i-steel 300 to pass through, and the positioning steel nails 700 outside the i-steel 300 are clamped on the fixing ring 400 and then installed in place, wherein the distance between the fixing ring 400 and the bottom end of the i-steel 300 is about 40cm; after the lower end of the i-steel 300 is fixedly connected through the connecting nut 600, a technician fills a gap between the template pressing bar 200 and the i-steel 300 through the triangular fixing wedge 500 to form stable triangular fixation; compared with the prior art, the technical scheme has the advantages that the wood surrounding baffle template and the steel surrounding baffle template are welded by the lead screw and the pull rod, the turnover use times of equipment can be greatly increased, and the appearance of the retaining wall can achieve an excellent use effect.
As shown in fig. 1 and 2, in order to improve the stability of the formwork batten 200 and the i-steel 300 in supporting the enclosure formwork 100, in this embodiment, a plurality of rows of reinforcing battens 800 are disposed on the outer side surface of the enclosure formwork 100 at intervals, and the reinforcing battens 800 are detachably disposed. The reinforced batten 800 can increase the bearing area of the supporting structure, and in the production application, the specification of the reinforced batten 800 is 5cm x 8cm, and since the reinforced batten 800 is detachable, when concrete is poured, the reinforced batten 800 can be taken out after the concrete forms outward expansion force.
As described above, the triangular fixing wedge 500 needs to be clamped between the i-beam 300 and the molding press bar 200, and in order to improve the stability of the triangular fixing wedge 500, the skid 900 is disposed in the notch of the i-beam 300 opposite to the molding press bar 200. The skid 900 can increase the friction force of the triangle fixing wedge 500 after being clamped in, so as to avoid slipping; in practical application, after the triangular fixing wedge 500 is clamped between the I-steel 300 and the template pressing strip 200, an included angle between the template pressing strip 200 and the I-steel 300 is 20-30 degrees. Thereby making the fixing effect better.
As shown in fig. 1 and 2, since the retaining walls are constructed to have different heights, in order to facilitate the construction of the multi-layered retaining wall, the present embodiment is provided with the pre-buried plate 1000 of the pre-buried fixing ring 400 above the surrounding wall form 100, and thus, the pre-buried plate 1000 can be used to arrange the fixing ring 400, and the heights of the retaining walls can be constructed to have different heights as required.
As shown in fig. 1 and 2, the enclosure template 100 is made of polyethylene or polypropylene plastic, and the enclosure template 100 made of polyethylene or polypropylene has the advantages of high temperature resistance, corrosion resistance, difficult deformation and light weight. The enclosure template 100 can adopt a customized specification, and preferably adopts a specification of 100 x 200 cm; in addition, the triangular fixing wedge 500 and the enclosure template 100 are made of wood materials, preferably miscellaneous wood, and the miscellaneous wood has the characteristics of high strength and difficult rot and deformation, so that the molding stability of the device can be improved. The triangular fixing wedge 500 is triangular, the bottom of which is 15cm in width and 25cm in height, the I-steel 300 is 10I-steel 300, and the fixing ring 400 is manufactured by bending national standard phi 10 steel bars.
In practical application, the assembly process adopted in combination with the device is as follows: firstly, an expansion screw is arranged on the outer side of a first mould retaining wall foundation, the expansion screw is connected with a connecting nut 600 at the lower end of an I-steel 300 to form fixation, a technician uses a steel pipe to prop up the 80cm position on the bottom of the I-steel 300 to support the tension of concrete, a triangular fixing wedge 500 is used for clamping between the I-steel 300 and a formwork pressing strip 200, the enclosing and blocking formwork 100 forms an angle of about 25 degrees with the I-steel 300, a triangular wood wedge is used for reinforcing, a hammer is used for knocking during reinforcing, the knocking force is mastered according to construction experience, and a pre-buried plate 1000 is arranged at the upper end of the enclosing and blocking formwork 100, and a fixing ring 400 required by a second mould is pre-buried at the same time, so that the whole circulation is completed.
Finally, it should be noted that: the above embodiments are only for illustrating the technical solution of the present utility model, and not for limiting the same; although the utility model has been described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some or all of the technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit of the utility model, and are intended to be included within the scope of the appended claims and description.
Claims (8)
1. An assembled retaining wall is characterized by comprising a surrounding and blocking template (100) and a fixing component;
the fixing assembly comprises a template pressing strip (200), I-steel (300), a fixing ring (400) and a triangular fixing wedge (500);
a connecting screw cap (600) for fixing the lower end of the I-steel (300) is fixed at the lower end of the I-steel (300), and a positioning steel nail (700) is also fixed at the outer side of the I-steel (300) above the corresponding connecting screw cap (600); the fixing ring (400) for the I-steel (300) to pass through is pre-buried at the outer side of the enclosure template (100), and the I-steel (300) passes through the fixing ring (400) to enable the positioning steel nails (700) to be clamped on the fixing ring (400); the template pressing strips (200) are arranged on the outer side of the enclosing baffle template (100) at intervals in a plurality of rows, each template pressing strip (200) is arranged opposite to the I-steel (300), the triangular fixing wedge (500) is clamped between the template pressing strip (200) and the I-steel (300), and the triangular fixing wedge (500) is knocked downwards to enable the I-steel (300) and the template pressing strip (200) to be fixed relatively.
2. The fabricated retaining wall according to claim 1, wherein the outer side of the retaining wall form (100) is provided with a plurality of rows of reinforcing battens (800) arranged at intervals up and down, and the reinforcing battens (800) are detachably arranged.
3. The fabricated retaining wall of claim 1, wherein a skid (900) is disposed in a notch of the i-beam (300) opposite the formwork bead (200).
4. The fabricated retaining wall of claim 1, wherein the included angle between the form molding (200) and the i-beam (300) is 20-30 degrees.
5. The fabricated retaining wall of claim 1, wherein a pre-buried plate (1000) of a pre-buried fixing ring (400) is provided above the retaining wall form (100).
6. A fabricated retaining wall according to claim 1, characterized in that the retaining wall forms (100) are made of polyethylene or polypropylene plastic.
7. The fabricated retaining wall of claim 1, wherein the triangular retaining wedges (500) and the retaining wall forms (100) are each of wood material.
8. The fabricated retaining wall of claim 1, wherein the i-beam (300) is a type 10 i-beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320197823.2U CN219386393U (en) | 2023-02-13 | 2023-02-13 | Assembled retaining wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320197823.2U CN219386393U (en) | 2023-02-13 | 2023-02-13 | Assembled retaining wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219386393U true CN219386393U (en) | 2023-07-21 |
Family
ID=87191879
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320197823.2U Withdrawn - After Issue CN219386393U (en) | 2023-02-13 | 2023-02-13 | Assembled retaining wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219386393U (en) |
-
2023
- 2023-02-13 CN CN202320197823.2U patent/CN219386393U/en not_active Withdrawn - After Issue
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20230721 Effective date of abandoning: 20231123 |
|
| AV01 | Patent right actively abandoned |
Granted publication date: 20230721 Effective date of abandoning: 20231123 |
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| AV01 | Patent right actively abandoned | ||
| AV01 | Patent right actively abandoned |