CN220183845U - Hanging die mounting structure at chamfer of rainwater box culvert - Google Patents
Hanging die mounting structure at chamfer of rainwater box culvert Download PDFInfo
- Publication number
- CN220183845U CN220183845U CN202321673007.0U CN202321673007U CN220183845U CN 220183845 U CN220183845 U CN 220183845U CN 202321673007 U CN202321673007 U CN 202321673007U CN 220183845 U CN220183845 U CN 220183845U
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- Prior art keywords
- chamfer
- template
- longitudinal wall
- vertical back
- box culvert
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- 230000003014 reinforcing effect Effects 0.000 claims description 23
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 6
- 229910052742 iron Inorganic materials 0.000 claims description 3
- 239000002023 wood Substances 0.000 claims description 3
- 229910001294 Reinforcing steel Inorganic materials 0.000 abstract description 6
- 230000002787 reinforcement Effects 0.000 description 7
- 238000010276 construction Methods 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
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Abstract
The utility model discloses a hanging die mounting structure at a chamfer of a rainwater box culvert, which comprises a box culvert bottom plate, wherein an outer longitudinal wall template is fixedly arranged on one side of the box culvert bottom plate, a reinforcing steel bar frame is arranged on one side of the outer longitudinal wall template, and an inner longitudinal wall template is arranged on one side of the reinforcing steel bar frame, which is far away from the outer longitudinal wall template.
Description
Technical Field
The utility model relates to the technical field of hanging die installation at a chamfer of a rainwater box culvert, in particular to a hanging die installation structure at the chamfer of the rainwater box culvert.
Background
At present, a rainwater box culvert becomes a main flood drainage channel, the rainwater box culvert can not only avoid cracks generated in a flood drainage pipeline due to uneven settlement of a pipeline foundation, but also meet the requirement of large-scale flood drainage, and a chamfer is usually formed on the inner side of the rainwater box culvert to improve the quality of the rainwater box culvert, and the setting of the chamfer requires to use a box culvert chamfer position hanging die mounting structure to fix a chamfer template on an inner longitudinal wall template.
The existing box culvert chamfer department hanging die mounting structure generally uses steel pipes to reinforce chamfer templates, and does not effectively utilize waste templates of a construction site, so that the construction cost is high.
Disclosure of Invention
The utility model aims to provide a hanging die mounting structure at a chamfer position of a rainwater box culvert, which aims to solve the problem that the existing hanging die mounting structure at the chamfer position of the box culvert, which is proposed in the background art, usually uses a steel pipe to reinforce a chamfer template, and does not effectively utilize a waste template of a construction site, so that the construction cost is high.
In order to achieve the above purpose, the present utility model provides the following technical solutions:
the utility model provides a rainwater box culvert chamfer department hangs mould mounting structure, includes the box culvert bottom plate, one side of box culvert bottom plate is fixed to be provided with outer longitudinal wall template, one side of outer longitudinal wall template is provided with the reinforcing bar frame, one side that outer longitudinal wall template was kept away from to the reinforcing bar frame is provided with interior longitudinal wall template, the bottom mounting of interior longitudinal wall template is provided with the chamfer template, one side that interior longitudinal wall template kept away from the reinforcing bar frame is provided with two vertical back of the body edges, two the junction of vertical back of the body edges and interior longitudinal wall template is all fixed and is provided with a plurality of first staple, two keep away from one side of interior longitudinal wall template between the vertical back of the body edges is provided with a plurality of vertical back of the body edges respectively with the junction fixedly provided with the second staple of two vertical back of the body edges, a plurality of vertical back of the body edges respectively with the junction fixedly provided with two third staples of a plurality of trapezoid reinforcing template, a plurality of vertical back of the body edges is fixed with the junction of four fixedly provided with the fourth staple.
Through fixing the chamfer template in the bottom of longitudinal wall template to guarantee that contained angle between interior longitudinal wall template and the chamfer template is 135, two vertical back of the body are stupefied in one side of longitudinal wall template is fixed simultaneously, and the fixed a plurality of vertical back of the body that is provided with in one side of two vertical back of the body is stupefied, all be fixed with trapezoidal reinforcement template in one side of a plurality of vertical back of the body again, preliminary spacing is carried out to the chamfer template through the cooperation setting of a plurality of trapezoidal reinforcement template and a plurality of vertical back of the body, the vertical back of the body of a plurality of is stupefied to be fixed on the chamfer template through a plurality of fourth staple, carry out further spacing fixedly to the chamfer template, can avoid when pouring concrete the chamfer template take place the skew, lead to the rainwater box culvert inboard chamfer to appear the deviation.
Preferably, the first fixing nail, the second fixing nail, the third fixing nail and the fourth fixing nail are all iron nails with the length of 6cm, and the inner longitudinal wall template, the chamfering template, the longitudinal back edge, the trapezoid reinforcing template and the vertical back edge are fixed into a whole through the first fixing nail, the second fixing nail, the third fixing nail and the fourth fixing nail.
Preferably, the included angle between the inner longitudinal wall template and the chamfering template is 135 degrees, so that a 45-degree chamfer on the inner side of the rainwater box culvert is formed.
Preferably, the bottom of a plurality of vertical back edges is provided with first chamfers of 45 degrees, and a plurality of first chamfers are arranged corresponding to the chamfer templates and firmly support the chamfer templates through a plurality of vertical back edges.
Preferably, the bottom of the trapezoidal reinforced template of a plurality of has all offered 45 second chamfers, and a plurality of the second chamfer all corresponds the setting with the chamfer template, carries out firm support to the chamfer template through the trapezoidal reinforced template of a plurality of.
Preferably, the longitudinal back edge and the vertical back edge are both made of 50×100mm wood beams.
Compared with the prior art, the utility model has the beneficial effects that:
1. the chamfering template is fixed at the bottom of the inner longitudinal wall template, the included angle between the inner longitudinal wall template and the chamfering template is 135 degrees, two longitudinal back edges are fixed at one side of the inner longitudinal wall template, a plurality of vertical back edges are fixedly arranged at one side of each of the two longitudinal back edges, a trapezoid reinforcing template is fixed at one side of each of the plurality of vertical back edges, the chamfering template is initially limited through the matching arrangement of the trapezoid reinforcing template and the vertical back edges, and the vertical back edges are fixed on the chamfering template through fourth fixing nails, so that the chamfering template is further limited and fixed, and deviation of the inner chamfer of a rainwater box culvert caused by deviation of the chamfering template when concrete is poured can be avoided;
2. the trapezoid reinforcing template is formed by assembling scattered templates on a construction site in advance, so that the site abandoned template can be effectively utilized, the assembled trapezoid reinforcing template can be reused, and further the reinforcing cost is reduced.
Drawings
FIG. 1 is a perspective view of the present utility model;
FIG. 2 is a partial cross-sectional view of the present utility model;
FIG. 3 is a side view of a portion of the present utility model;
fig. 4 is an enlarged view of a portion a of the present utility model.
In the figure: 1. a box culvert bottom plate; 2. an outer longitudinal wall form; 3. a reinforcing steel bar frame; 4. an inner longitudinal wall form; 5. chamfering the template; 6. longitudinal back edges; 7. trapezoidal reinforcing templates; 8. a first staple; 9. vertical back edges; 10. a second staple; 11. a third staple; 12. and a fourth staple.
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.
Referring to fig. 1-4, the utility model provides a hanging die mounting structure at a chamfer of a rainwater box culvert, which comprises a box culvert bottom plate 1, wherein an outer longitudinal wall template 2 is fixedly arranged on one side of the box culvert bottom plate 1, a reinforcing steel bar frame 3 is arranged on one side of the outer longitudinal wall template 2, an inner longitudinal wall template 4 is arranged on one side of the reinforcing steel bar frame 3 far away from the outer longitudinal wall template 2, a chamfer template 5 is fixedly arranged at the bottom end of the inner longitudinal wall template 4, two longitudinal back edges 6 are arranged on one side of the inner longitudinal wall template 4 far away from the reinforcing steel bar frame 4, a plurality of first fixing nails 8 are fixedly arranged at the connection parts of the two longitudinal back edges 6 and the inner longitudinal wall template 4, a plurality of vertical back edges 9 are arranged on one side of the two longitudinal back edges 6 far away from the inner longitudinal back edges 4, a second fixing nail 10 is fixedly arranged at the connection parts of the plurality of vertical back edges 9 and the two longitudinal back edges 6 respectively, the trapezoid reinforcing templates 7 are arranged on one side of the vertical back edges 9, two third fixing nails 11 are fixedly arranged at the joints of the vertical back edges 9 and the trapezoid reinforcing templates 7 respectively, fourth fixing nails 12 are fixedly arranged at the joints of the vertical back edges 9 and the chamfering templates 5, the chamfering templates 5 are fixed at the bottom of the inner longitudinal wall templates 4, the included angle between the inner longitudinal wall templates 4 and the chamfering templates 5 is 135 degrees, two longitudinal back edges 6 are fixed on one side of the inner longitudinal wall templates 4 at the same time, a plurality of vertical back edges 9 are fixedly arranged on one side of the two longitudinal back edges 6, the trapezoid reinforcing templates 7 are fixedly arranged on one side of the vertical back edges 9, the chamfering templates 5 are initially limited through the matched arrangement of the trapezoid reinforcing templates 7 and the vertical back edges 9, the vertical back edges 9 of a plurality of are fixed on the chamfering template 5 through the fourth fixing nails 12, so that the chamfering template 5 is further limited and fixed, and deviation of the inner chamfer of the rainwater box culvert caused by deviation of the chamfering template 5 during concrete pouring can be avoided.
The first fixing nails 8, the second fixing nails 10, the third fixing nails 11 and the fourth fixing nails 12 are all set as iron nails of 6cm, and the inner longitudinal wall templates 4, the chamfer templates 5, the longitudinal back edges 6, the trapezoid reinforcing templates 7 and the vertical back edges 9 are fixed into a whole through the first fixing nails 8, the second fixing nails 10, the third fixing nails 11 and the fourth fixing nails 12.
The included angle between the inner longitudinal wall template 4 and the chamfering template 5 is 135 degrees, so that a 45-degree chamfer angle on the inner side of the rainwater box culvert is formed.
The bottom of the vertical back edges 9 of a plurality of is all offered 45 first chamfers, and a plurality of first chamfers all correspond with chamfer template 5 and set up, carry out firm support to chamfer template 5 through the vertical back edges 9 of a plurality of.
45-degree second chamfers are formed in the bottom ends of the trapezoid reinforcing templates 7, the chamfering templates 5 are correspondingly arranged with the trapezoid reinforcing templates 5, and the trapezoid reinforcing templates 7 are used for firmly supporting the chamfering templates 5.
Both the longitudinal back edge 6 and the vertical back edge 9 are made of 50 x 100mm wood beams.
When the embodiment of the utility model is used, the following steps are adopted: through fixing the chamfer template 5 in the bottom of longitudinal wall template 4 to guarantee that the contained angle between interior longitudinal wall template 4 and the chamfer template 5 is 135, simultaneously at the fixed two vertical back of body edges 6 of one side of interior longitudinal wall template 4, and the fixed a plurality of vertical back of body edge 9 that is provided with in one side of two vertical back of body edges 6, the one side of the vertical back of body edge 9 of a plurality of again all is fixed with trapezoidal reinforcement template 7, the cooperation setting through a plurality of trapezoidal reinforcement template 7 and a plurality of vertical back of body edge 9 carries out preliminary spacing to chamfer template 5, the vertical back of body edge 9 of a plurality of is fixed on chamfer template 5 through a plurality of fourth staple 12, carry out further spacing fixed to chamfer template 5, can avoid when pouring concrete the chamfer template 5 to take place the skew, lead to the inboard chamfer of rainwater box culvert to appear the deviation, wherein trapezoidal reinforcement template 7 is assembled in advance by the scattered template of construction site, can effectively utilize the scene abandonment template, and the trapezoidal reinforcement template 7 that the equipment is formed can also used repeatedly, and the reinforcement cost of further reduction.
Although the present utility model has been described with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements and changes may be made without departing from the spirit and principles of the present utility model.
Claims (6)
1. The utility model provides a rainwater box culvert chamfer department hangs mould mounting structure, includes box culvert bottom plate (1), its characterized in that: the box culvert bottom plate (1) one side is fixed to be provided with outer longitudinal wall template (2), one side of outer longitudinal wall template (2) is provided with reinforcing bar frame (3), one side that outer longitudinal wall template (2) was kept away from to reinforcing bar frame (3) is provided with interior longitudinal wall template (4), the bottom mounting of interior longitudinal wall template (4) is provided with chamfer template (5), one side that reinforcing bar frame (3) was kept away from to interior longitudinal wall template (4) is provided with two vertical back of the body edges (6), two the junction of vertical back of the body edges (6) and interior longitudinal wall template (4) is all fixed to be provided with a plurality of first staple (8), two keep away from one side of interior longitudinal wall template (4) between vertical back of the body (6) is provided with a plurality of vertical back of the body edges (9), a plurality of vertical back of the body edges (9) are provided with second staple (10) respectively with the junction fixedly of two vertical back of the body edges (6), a plurality of vertical back of the body edges (9) all are provided with trapezoidal nail (7), a plurality of vertical back of the body edges (9) are all provided with a plurality of vertical back of the nail (7), a plurality of vertical back of body edges (7) are connected with a plurality of vertical nail (7), a plurality of vertical back of nail (7), a vertical nail (12), a vertical nail is provided with a plurality of vertical nail (12), a vertical nail, a nail.
2. The hanging die mounting structure at the chamfer of a rainwater box culvert as claimed in claim 1, wherein: the first fixing nails (8), the second fixing nails (10), the third fixing nails (11) and the fourth fixing nails (12) are all iron nails with the length of 6 cm.
3. The hanging die mounting structure at the chamfer of a rainwater box culvert as claimed in claim 1, wherein: the included angle between the inner longitudinal wall template (4) and the chamfer template (5) is 135 degrees.
4. The hanging die mounting structure at the chamfer of a rainwater box culvert as claimed in claim 1, wherein: the bottom ends of the vertical back edges (9) are provided with first chamfers of 45 degrees, and the first chamfers are arranged corresponding to the chamfer templates (5).
5. The hanging die mounting structure at the chamfer of a rainwater box culvert as claimed in claim 1, wherein: the bottom ends of the trapezoid reinforcing templates (7) are provided with 45-degree second chamfers, and the second chamfers are arranged corresponding to the chamfer templates (5).
6. The hanging die mounting structure at the chamfer of a rainwater box culvert as claimed in claim 1, wherein: the longitudinal back edge (6) and the vertical back edge (9) are both made of 50 multiplied by 100mm wood beams.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321673007.0U CN220183845U (en) | 2023-06-29 | 2023-06-29 | Hanging die mounting structure at chamfer of rainwater box culvert |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321673007.0U CN220183845U (en) | 2023-06-29 | 2023-06-29 | Hanging die mounting structure at chamfer of rainwater box culvert |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220183845U true CN220183845U (en) | 2023-12-15 |
Family
ID=89115866
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321673007.0U Active CN220183845U (en) | 2023-06-29 | 2023-06-29 | Hanging die mounting structure at chamfer of rainwater box culvert |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220183845U (en) |
-
2023
- 2023-06-29 CN CN202321673007.0U patent/CN220183845U/en active Active
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