CN219731569U - Curb wall template supporting construction - Google Patents
Curb wall template supporting construction Download PDFInfo
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- CN219731569U CN219731569U CN202320984652.8U CN202320984652U CN219731569U CN 219731569 U CN219731569 U CN 219731569U CN 202320984652 U CN202320984652 U CN 202320984652U CN 219731569 U CN219731569 U CN 219731569U
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- 238000010276 construction Methods 0.000 title claims abstract description 22
- 230000008093 supporting effect Effects 0.000 title claims abstract description 22
- 238000003466 welding Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 description 5
- 238000006073 displacement reaction Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000005452 bending Methods 0.000 description 3
- 239000002689 soil Substances 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 230000002146 bilateral effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000000087 stabilizing effect Effects 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 125000004122 cyclic group Chemical group 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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- Road Paving Structures (AREA)
Abstract
The utility model provides a shoulder wall template supporting structure, which belongs to the field of shoulder walls and comprises a first cross rod, a second cross rod, a first vertical rod, a second vertical rod, a third vertical rod, a fourth vertical rod, a first diagonal brace, a second diagonal brace, a third diagonal brace and a fourth diagonal brace, wherein the first cross rod is fixedly connected to the top ends of the first vertical rod and the second vertical rod, the second cross rod is fixedly connected to the top ends of the third vertical rod and the fourth vertical rod, the first diagonal brace is respectively and fixedly connected with the first cross rod and the first vertical rod, the second diagonal brace is respectively and fixedly connected with the second cross rod and the third vertical rod, the third diagonal brace is respectively and fixedly connected with the first cross rod and the second vertical rod, the first cross rod and the second cross rod are respectively and fixedly connected with a first upper longitudinal rod and a second upper longitudinal rod, a first lower longitudinal rod is fixedly connected between the first vertical rod and the third vertical rod, and a second lower longitudinal rod is fixedly connected between the second vertical rod and the fourth vertical rod. The utility model has high construction efficiency.
Description
Technical Field
The utility model relates to the field of road shoulder walls, in particular to a road shoulder wall template supporting structure.
Background
The road shoulder wall refers to a retaining wall built on road shoulders at two sides of a road, and when the ground transverse slope is steeper, a supporting structure is built for ensuring the stability of the road shoulders. Depending on the materials used, it can be mainly classified into concrete road shoulder walls, grouted sheet stone road shoulder walls, grouted pebble road shoulder walls, etc. The concrete road shoulder wall is more used at present, and is formed by casting cast-in-place concrete at one time, so that the concrete road shoulder wall has enough strength and high construction speed. The road shoulder wall manufactured by adopting cast-in-place concrete needs to be provided with templates in advance, and the templates are usually wood templates, steel templates, rubber templates and the like, so that corresponding templates can be selected according to different actual conditions.
The prior art is as disclosed in the publication No. CN201459741U and comprises a road shoulder wall body and at least one rib belt, wherein two opposite rows of road shoulder wall bodies are respectively arranged at two ends of the rib belt, or one end of the rib belt is arranged in the road shoulder wall body, and the other end of the rib belt is arranged in the roadbed. The rib belts are parallel to each other, and all the rib belts are uniformly distributed in the transverse direction and the longitudinal direction of the road shoulder wall body. The part of the rib belt positioned in the road shoulder wall body consists of an extending part, a bending part and a roundabout part, one end of the extending part is connected with the part of the rib belt positioned outside the road shoulder wall body, the other end of the extending part is connected with one end of the bending part, and the other end of the bending part is connected with the roundabout part. The utility model has simple structure, flexible and convenient construction and high practical value.
The prior art in the above has the following drawbacks:
the phenomenon of expansion of the bottom of the concrete pouring template of the road shoulder wall can occur in actual construction, so that the phenomenon that the road shoulder wall is unsmooth in linearity and attractive appearance is affected is caused, meanwhile, the construction progress can be affected by reworking treatment, the construction efficiency is low, and the construction cost is increased.
Disclosure of Invention
The utility model aims to provide a shoulder wall template supporting structure, which solves the technical problems that the appearance of expansion mould at the bottom of the existing shoulder wall template causes the linear disorder of the shoulder wall, thereby affecting the beauty, having low construction efficiency and high construction cost. The utility model has simple structure, can solve the problem of expansion of the bottom of the template, improves the construction efficiency, reduces the construction cost and is suitable for wide popularization and use.
In order to achieve the above purpose, the technical scheme adopted by the utility model is as follows:
the utility model provides a curb wall template supporting construction, including first horizontal pole, the second horizontal pole, first montant, the second montant, the third montant, the fourth montant, first diagonal brace, the second diagonal brace, third diagonal brace and fourth diagonal brace, first horizontal pole fixed connection is on the top of first montant and second montant, second horizontal pole fixed connection is on the top of third montant and fourth montant, first diagonal brace respectively with first horizontal pole and first montant fixed connection, second diagonal brace respectively with second horizontal pole and third montant fixed connection, third diagonal brace respectively with first horizontal pole and second montant fixed connection, fourth diagonal brace respectively with second horizontal pole and fourth montant fixed connection, respectively on first horizontal pole and the second montant fixedly connected with first vertical pole and the second vertical pole, fixedly connected with is down the vertical pole between first montant and the third montant down, fixedly connected with second vertical pole down between second montant and the fourth montant.
Further, the first cross rod is fixed with the first vertical rod and the second vertical rod through welding, the second cross rod is fixed with the third vertical rod and the fourth vertical rod through welding, and the first cross rod and the second cross rod are arranged in parallel.
Further, the two ends of the first upper longitudinal rod are respectively welded and fixed with the left ends of the first cross rod and the second cross rod, the first upper longitudinal rod is respectively perpendicular to the first cross rod and the second cross rod, the two ends of the second upper longitudinal rod are respectively welded and fixed with the right ends of the first cross rod and the second cross rod, and the second upper longitudinal rod is respectively perpendicular to the first cross rod and the second cross rod.
Further, two ends of the first lower vertical rod are respectively welded and fixed with the lower parts of the first vertical rod and the third vertical rod, the first lower vertical rod is respectively perpendicular to the first vertical rod and the third vertical rod, two ends of the second lower vertical rod are respectively welded and fixed with the lower parts of the second vertical rod and the fourth vertical rod, and the second lower vertical rod is perpendicular to the second vertical rod and the fourth vertical rod.
Further, one end of the first diagonal brace is welded and fixed with the left end of the first transverse rod, the other end of the first diagonal brace is welded and fixed with the lower portion of the first vertical rod, one end of the second diagonal brace is welded and fixed with the left end of the second transverse rod, the other end of the second diagonal brace is welded and fixed with the lower portion of the third vertical rod, one end of the third diagonal brace is welded and fixed with the right end of the first transverse rod, the other end of the third diagonal brace is welded and fixed with the lower portion of the second vertical rod, one end of the fourth diagonal brace is welded and fixed with the right end of the second transverse rod, the other end of the fourth diagonal brace is welded and fixed with the lower portion of the fourth vertical rod, and the first diagonal brace, the second diagonal brace, the third diagonal brace and the fourth diagonal brace are obliquely arranged.
Due to the adoption of the technical scheme, the utility model has the following beneficial effects:
1. according to the utility model, the road shoulder wall template is fixed by arranging the first cross rod and the second cross rod at the top ends of the first vertical rod, the second vertical rod, the third vertical rod and the fourth vertical rod, so that the stability of the road shoulder wall template is ensured.
2. According to the utility model, the first diagonal brace, the second diagonal brace, the third diagonal brace and the fourth diagonal brace are arranged to further strengthen the strength of the supporting structure, so that the stability of the road shoulder wall template is further ensured.
3. The utility model adopts the form of bilateral symmetry support to limit the displacement of the road shoulder wall template, the bottoms of the first vertical rod 4, the second vertical rod 5, the third vertical rod 6 and the fourth vertical rod 7 can be inserted into the soil to cooperatively stabilize the bottom displacement of the template, thereby strengthening the support stabilizing effect, ensuring the stability of the template, solving the problem of expanding the bottom of the road shoulder wall template and improving the linear beautiful effect of the road shoulder wall.
4. The utility model has simple structure and remarkable supporting effect, can improve the construction efficiency, can be recycled, can reduce the construction cost, and is suitable for wide popularization and use.
Drawings
FIG. 1 is a schematic view of a structure of a formwork support structure for a shoulder wall of the present utility model;
fig. 2 is a sectional view of the shoulder wall form supporting structure of the present utility model.
In the attached drawings, a 1-shoulder wall template, a 2-first cross bar, a 3-second cross bar, a 4-first vertical bar, a 5-second vertical bar, a 6-third vertical bar, a 7-fourth vertical bar, an 8-first upper vertical bar, a 9-second upper vertical bar, a 10-first lower vertical bar, an 11-second lower vertical bar, a 12-first diagonal brace, a 13-second diagonal brace, a 14-third diagonal brace and a 15-fourth diagonal brace.
Detailed Description
In order to make the objects, technical solutions and advantages of the present utility model more apparent, the present utility model will be further described in detail by referring to the accompanying drawings and illustrating the installation and use process. It should be noted, however, that many of the details set forth in the description are merely provided to provide a thorough understanding of one or more aspects of the utility model, and that these aspects of the utility model may be practiced without these specific details.
As shown in fig. 1-2, a shoulder wall formwork support structure comprises a first cross bar 2, a second cross bar 3, a first vertical bar 4, a second vertical bar 5, a third vertical bar 6, a fourth vertical bar 7, a first diagonal brace 12, a second diagonal brace 13, a third diagonal brace 14 and a fourth diagonal brace 15, wherein the first cross bar 2 is fixedly connected to the top ends of the first vertical bar 4 and the second vertical bar 5, the second cross bar 3 is fixedly connected to the top ends of the third vertical bar 6 and the fourth vertical bar 7, the first diagonal brace 12 is fixedly connected with the first cross bar 2 and the first vertical bar 4 respectively, the second diagonal brace 13 is fixedly connected with the second cross bar 3 and the third vertical bar 6 respectively, the third diagonal brace 14 is fixedly connected with the first cross bar 2 and the second vertical bar 5 respectively, the fourth diagonal brace 15 is fixedly connected with the second cross bar 3 and the fourth vertical bar 7 respectively, a first upper longitudinal bar 8 and a second upper longitudinal bar 9 are fixedly connected to the first cross bar 2 and the second vertical bar 3 respectively, a second vertical bar 4 and a third vertical bar 6 are fixedly connected with a second vertical bar 7 respectively, and a second vertical bar 10 is fixedly connected to the second vertical bar 7 and a third vertical bar 7 respectively. The utility model adopts the form of bilateral symmetry support to limit the displacement of the road shoulder wall template 1, the bottoms of the first vertical rod 4, the second vertical rod 5, the third vertical rod 6 and the fourth vertical rod 7 can be inserted into the soil to cooperatively stabilize the bottom displacement of the template, thereby strengthening the support stabilizing effect, ensuring the stability of the template, solving the problem of expanding the bottom of the road shoulder wall template and improving the linear beautiful effect of the road shoulder wall; simple structure, the supporting effect is showing, can improve the efficiency of construction, but cyclic utilization, can reduce construction cost, is suitable for extensive popularization and use.
As shown in fig. 1, the first cross rod 2 is welded and fixed with the first vertical rod 4 and the second vertical rod 5, the second cross rod 3 is welded and fixed with the third vertical rod 6 and the fourth vertical rod 7, the first cross rod 2 and the second cross rod 3 are arranged in parallel, the top of the road shoulder wall template 1 can be fixed by the first cross rod 2 and the second cross rod 3, and the stability of the road shoulder wall template 1 is ensured. The both ends of first vertical pole 8 pass through welded fastening with the left end of first horizontal pole 2 and second horizontal pole 3 respectively, first vertical pole 8 set up perpendicularly with first horizontal pole 2 and second horizontal pole 3 respectively, the both ends of vertical pole 9 pass through welded fastening with the right-hand member of first horizontal pole 2 and second horizontal pole 3 respectively on the second, vertical pole 9 sets up perpendicularly with first horizontal pole 2 and second horizontal pole 3 respectively on the second, first vertical pole 8 and second go up vertical pole 9 and set up on first horizontal pole 2 and second horizontal pole 3, can further fix the top of supporting construction, guarantee the firm at road shoulder wall template 1 top. The both ends of first vertical pole 10 pass through welded fastening with the lower part of first montant 4 and third montant 6 respectively, first vertical pole 10 sets up perpendicularly with first montant 4 and third montant 6 respectively, the both ends of second vertical pole 11 pass through welded fastening with the lower part of second montant 5 and fourth montant 7 respectively, second vertical pole 11 sets up perpendicularly with second montant 5 and fourth montant 7 down, first vertical pole 10 and second vertical pole 11 set up the lower part at first montant 4, second montant 5, third montant 6 and fourth montant 7 down, can further fix the lower part of supporting construction, guarantee the firm of road shoulder wall template 1 lower part. One end of the first diagonal brace 12 is welded with the left end of the first transverse rod 2, the other end of the first diagonal brace 12 is welded with the lower part of the first vertical rod 4, one end of the second diagonal brace 13 is welded with the left end of the second transverse rod 3, the other end of the second diagonal brace 13 is welded with the lower part of the third vertical rod 6, one end of the third diagonal brace 14 is welded with the right end of the first transverse rod 2, the other end of the third diagonal brace 14 is welded with the lower part of the second vertical rod 5, one end of the fourth diagonal brace 15 is welded with the right end of the second transverse rod 3, the other end of the fourth diagonal brace 15 is welded with the lower part of the fourth vertical rod 7, the first diagonal brace 12, the second diagonal brace 13, the third diagonal brace 14 and the fourth diagonal brace 15 are obliquely arranged, the whole support structure is further fixed through the arrangement of the first diagonal brace 12, the second diagonal brace 13, the third diagonal brace 14 and the fourth diagonal brace 15, the stable shoulder of the whole support structure is further ensured, and the stable wall of the template 1 is further ensured. The first cross rod 2, the second cross rod 3, the first vertical rod 4, the second vertical rod 5, the third vertical rod 6, the fourth vertical rod 7, the first upper vertical rod 8, the second upper vertical rod 9, the first lower vertical rod 10, the second lower vertical rod 11, the first diagonal brace 12, the second diagonal brace 13, the third diagonal brace 14 and the fourth diagonal brace 15 are all made of steel bars or steel bars. The size of the supporting structure can be customized according to the size of the on-site practical road shoulder wall template 1, and the consistency and the aesthetic property of the width of the road shoulder wall can be ensured.
The installation process comprises the following steps:
1. according to width W 1 The road shoulder wall and the road shoulder wall template 1 with the thickness W and the height H are taken to be D in diameter and H longer than the road shoulder wall template 1 1 First vertical bar 4, second vertical bar 5, third vertical bar 6 and fourth vertical bar 7,H) 1 Not less than 5cm in length; the projection taken on the first cross bar 2 is L 1 The projected extension length on the first cross bar 2 is L 2 A first diagonal strut 12 and a fourth diagonal strut 15; the projection taken on the second cross bar 3 is L 1 The projected extension length on the second cross bar 3 is L 2 Second diagonal strut 13 and third diagonal strut 14, l 1 Length of not less than 10cm, L 2 Not less than 4cm in length; taking a length of 2 (D+L) 1 +L 2 +W)+W 1 A first crossbar 2 and a second crossbar 3; taking a length of W 2 A first lower vertical rod 10 and a second lower vertical rod 11; taking the length ratio W 2 A long first upper rail 8 and a second upper rail 9;
2. the top end welded fastening of the first transverse rod 2 and the first vertical rod 4 and the second vertical rod 5, the top end welded fastening of the second transverse rod 3 and the third vertical rod 6 and the fourth vertical rod 7, the two ends of the first upper vertical rod 8 are welded fastening with the left ends of the first transverse rod 2 and the second transverse rod 3 respectively, the two ends of the second upper vertical rod 9 are welded fastening with the right ends of the first transverse rod 2 and the second transverse rod 3 respectively, the two ends of the first lower vertical rod 10 are welded fastening with the lower parts of the first vertical rod 4 and the third vertical rod 6 respectively, the two ends of the second lower vertical rod 11 are welded fastening with the lower parts of the second vertical rod 5 and the fourth vertical rod 7 respectively, the two ends of the first diagonal rod 12 are welded fastening with the first transverse rod 2 and the first vertical rod 4 respectively, the two ends of the second diagonal rod 13 are welded fastening with the second transverse rod 3 and the third vertical rod 6 respectively, and the two ends of the third diagonal rod 14 are welded fastening with the first transverse rod 2 and the second vertical rod 5 respectively, and the two ends of the fourth diagonal rod 15 are welded fastening with the second transverse rod 3 and the fourth vertical rod 7 respectively, and the whole supporting structure is completed.
The using process comprises the following steps:
1. according to the construction position of the road shoulder wall and the installation position of the road shoulder wall templates 1, the road shoulder wall templates 1 on two sides are adjusted, the installed supporting structure is vertically downwards inserted into the road shoulder wall templates 1 from the top of the road shoulder wall templates 1, and the depth of a vertical rod inserted into soil is H 1 ；
2. After one supporting structure is installed, the installation interval of the supporting structures is adjusted, and the next supporting structure is installed until the length of the road shoulder wall template 1 capable of completing one-time pouring is installed;
3. after the linearity, trend and elevation of the road shoulder wall template 1 are checked to meet the design requirements, pouring concrete is started, and concrete sprinkling maintenance is carried out;
4. after the concrete strength of the road shoulder wall meets the form removal requirement, removing the road shoulder wall template 1 and the supporting structure, and starting the installation of the road shoulder wall template and the supporting structure of the next road section according to the installation requirement until all the road shoulder walls are constructed.
The foregoing is merely a preferred embodiment of the present utility model and it should be noted that modifications and adaptations to those skilled in the art may be made without departing from the principles of the present utility model, which are intended to be comprehended within the scope of the present utility model.
Claims (5)
1. The utility model provides a curb wall template supporting construction which characterized in that: including first horizontal pole (2), second horizontal pole (3), first montant (4), second montant (5), third montant (6), fourth montant (7), first diagonal brace (12), second diagonal brace (13), third diagonal brace (14) and fourth diagonal brace (15), first horizontal pole (2) fixed connection is on the top of first montant (4) and second montant (5), second horizontal pole (3) fixed connection is on the top of third montant (6) and fourth montant (7), first diagonal brace (12) respectively with first horizontal pole (2) and first montant (4) fixed connection, second diagonal brace (13) respectively with second horizontal pole (3) and third montant (6) fixed connection, third diagonal brace (14) respectively with first horizontal pole (2) and second montant (5) fixed connection, fourth diagonal brace (15) respectively with second horizontal pole (3) and fourth montant (7) fixed connection, first diagonal brace (2) and second montant (3) are gone up and first vertical pole (6) and first vertical pole (8) are fixed connection respectively, a second lower vertical rod (11) is fixedly connected between the second vertical rod (5) and the fourth vertical rod (7).
2. The curb wall form retaining structure of claim 1, wherein: the first cross rod (2) is fixed with the first vertical rod (4) and the second vertical rod (5) through welding, the second cross rod (3) is fixed with the third vertical rod (6) and the fourth vertical rod (7) through welding, and the first cross rod (2) and the second cross rod (3) are arranged in parallel.
3. The curb wall form retaining structure of claim 1, wherein: the both ends of first vertical pole (8) pass through welded fastening with the left end of first horizontal pole (2) and second horizontal pole (3) respectively, and first vertical pole (8) set up perpendicularly with first horizontal pole (2) and second horizontal pole (3) respectively, and the both ends of second vertical pole (9) pass through welded fastening with the right-hand member of first horizontal pole (2) and second horizontal pole (3) respectively, and vertical pole (9) set up perpendicularly with first horizontal pole (2) and second horizontal pole (3) respectively on the second.
4. The curb wall form retaining structure of claim 1, wherein: the both ends of first vertical pole (10) pass through welded fastening with the lower part of first montant (4) and third montant (6) respectively, and first vertical pole (10) set up perpendicularly with first montant (4) and third montant (6) respectively, and the both ends of second vertical pole (11) pass through welded fastening with the lower part of second montant (5) and fourth montant (7) respectively, and second vertical pole (11) set up perpendicularly with second montant (5) and fourth montant (7).
5. The curb wall form retaining structure of claim 1, wherein: one end of a first diagonal brace (12) is welded with the left end of a first cross rod (2), the other end of the first diagonal brace (12) is welded with the lower part of a first vertical rod (4), one end of a second diagonal brace (13) is welded with the left end of a second cross rod (3), the other end of the second diagonal brace (13) is welded with the lower part of a third vertical rod (6), one end of a third diagonal brace (14) is welded with the right end of the first cross rod (2), the other end of the third diagonal brace (14) is welded with the lower part of a second vertical rod (5), one end of a fourth diagonal brace (15) is welded with the right end of the second cross rod (3), the other end of the fourth diagonal brace (15) is welded with the lower part of a fourth vertical rod (7), and the first diagonal brace (12), the second diagonal brace (13), the third diagonal brace (14) and the fourth diagonal brace (15) are inclined.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320984652.8U CN219731569U (en) | 2023-04-26 | 2023-04-26 | Curb wall template supporting construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320984652.8U CN219731569U (en) | 2023-04-26 | 2023-04-26 | Curb wall template supporting construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219731569U true CN219731569U (en) | 2023-09-22 |
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ID=88064624
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320984652.8U Active CN219731569U (en) | 2023-04-26 | 2023-04-26 | Curb wall template supporting construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219731569U (en) |
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2023
- 2023-04-26 CN CN202320984652.8U patent/CN219731569U/en active Active
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