CN209907541U - Integral pouring template system for trapezoid drainage ditch - Google Patents
Integral pouring template system for trapezoid drainage ditch Download PDFInfo
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- CN209907541U CN209907541U CN201920178774.1U CN201920178774U CN209907541U CN 209907541 U CN209907541 U CN 209907541U CN 201920178774 U CN201920178774 U CN 201920178774U CN 209907541 U CN209907541 U CN 209907541U
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Abstract
The utility model discloses a trapezoidal escape canal integral casting template system has solved the problem that the in-process produced the construction joint easily that pours in current escape canal concrete layer. The method comprises a trapezoidal integral steel pipe lining frame (2) suspended in an excavated trapezoidal groove (1), lining frame body suspension supporting beams (3) are arranged at intervals on the top ends of two sides of the trapezoidal integral steel pipe lining frame (2), the outer ends of the lining frame body suspension supporting beams (3) are arranged on the ground on two sides of the excavated trapezoidal groove (1), a left side template (4) is arranged on the outer side surface of the left end of the trapezoidal integral steel pipe lining frame, a right side template (6) is arranged on the outer side surface of the right end of the trapezoidal integral steel pipe lining frame, a bottom template (5) is arranged on the outer side surface of the bottom end of the trapezoidal integral steel pipe lining frame, and a concrete pouring layer (7) is arranged between the left side template and the left inner side of the excavated trapezoidal groove (1). The anti-seepage capability of the ditch is improved, and the construction efficiency is improved.
Description
Technical Field
The utility model relates to a concrete placement template system, in particular to trapezoidal escape canal integral casting template system.
Background
In the construction process of the trapezoidal drainage ditch, a ditch body is generally excavated, and concrete is poured in the excavated ditch body to form a concrete protective layer, so that the service life of the ditch body is prolonged. The method is characterized in that a ditch body template is firstly erected in a ditch in the concrete pouring process in the ditch, the conventional construction method is to pour a ditch bottom concrete foundation firstly, after the concrete is solidified, a side template is erected on the concrete, the side face of a ditch body is poured, and finally a trapezoidal concrete layer groove is formed.
Disclosure of Invention
The utility model provides a trapezoidal escape canal monolithic casting template system, has solved the current escape canal concrete layer and has pour the technical problem that the in-process produced the construction joint easily.
The utility model discloses a solve above technical problem through following technical scheme:
an integral pouring template system for a trapezoidal drainage ditch comprises an excavated trapezoidal groove, a trapezoidal integral steel pipe lining frame is suspended in the excavated trapezoidal groove, the top ends of the two sides of the trapezoidal integral steel pipe lining frame are provided with lining frame body suspension supporting beams at intervals, the outer ends of the lining frame body suspension supporting beams are arranged on the ground at the two sides of the excavated trapezoidal groove, a left side template is arranged on the outer side surface of the left end of the trapezoid integral steel pipe lining frame, a right side template is arranged on the outer side surface of the right end of the trapezoid integral steel pipe lining frame, a bottom template is arranged on the outer side surface of the bottom end of the trapezoidal integral steel pipe lining frame, a concrete pouring layer is arranged between the left side template and the left inner side of the excavated trapezoidal groove, and a concrete pouring layer is arranged between the right side template and the right inner side of the excavated trapezoidal groove, and a concrete pouring layer is arranged between the bottom side template and the groove bottom surface of the excavated trapezoidal groove.
The bottom template is provided with a concrete vibrator insertion hole.
The utility model discloses a suspend the mode of trapezoidal whole steel pipe inner lining frame in midair in the ditching body, realized the disposable of trapezoidal ditch body concrete layer and pour, avoided the formation of conventional secondary pouring construction joint, improved the impervious ability of ditch, the integral form board carries out the bulk movement through hoist and mount, has improved the efficiency of construction, has promoted the ditch body construction quality.
Drawings
Fig. 1 is a schematic structural diagram of the present invention.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings:
a ladder-shaped drainage ditch integral pouring template system comprises an excavated ladder-shaped groove 1, a ladder-shaped integral steel pipe lining frame 2 is suspended in the excavated ladder-shaped groove 1, lining frame body suspension support beams 3 are arranged at intervals at the top ends of two sides of the ladder-shaped integral steel pipe lining frame 2, the outer ends of the lining frame body suspension support beams 3 are arranged on the ground at two sides of the excavated ladder-shaped groove 1, a left template 4 is arranged on the outer side surface of the left end of the ladder-shaped integral steel pipe lining frame 2, a right template 6 is arranged on the outer side surface of the right end of the ladder-shaped integral steel pipe lining frame 2, a bottom template 5 is arranged on the outer side surface of the bottom end of the ladder-shaped integral steel pipe lining frame 2, a concrete pouring layer 7 is arranged between the left template 4 and the left inner side of the excavated ladder-shaped groove 1, a concrete pouring layer 7 is arranged between the right template 6 and the right inner side, and a concrete pouring layer 7 is arranged between the bottom side template 5 and the trench bottom surface of the excavated trapezoidal trench 1.
The bottom form 5 is provided with a concrete vibrator insertion hole.
Firstly, digging a drainage ditch groove with a trapezoidal cross section. Determining the cross section size of an integral steel pipe lining frame 2 according to the section size of an excavated trapezoid drainage ditch and the thickness of a precast concrete layer in the ditch body, manufacturing a trapezoid cylinder with the length of 5 m, arranging lining frame body suspension support beams 3 at intervals on the left side and the right side of the trapezoid cylinder, respectively binding and installing side templates on two side surfaces of the trapezoid cylinder, binding and installing a bottom template on the bottom side surface of the trapezoid cylinder, integrally hoisting the trapezoid cylinder with the bound templates into a trapezoid groove 1, overlapping the suspension support beams 3 on the ground on two sides of the trapezoid groove 1, adjusting and centering, plugging ends, starting to pour concrete to form a concrete pouring layer 7 with a trapezoid outline, hoisting the trapezoid cylinder with the templates integrally through a crane after the concrete pouring layer 7 is solidified, moving the trapezoid cylinder to the upper part of the next section of the excavated trapezoid groove 1, then, the concrete falls into the excavated trapezoidal groove 1, and the next section of the concrete is poured; the process is circulated until the pouring of the struggled trench is completed.
Claims (2)
1. A trapezoidal drainage ditch integral pouring template system comprises an excavated trapezoidal groove (1), a trapezoidal integral steel pipe lining frame (2) is suspended in the excavated trapezoidal groove (1), inner lining frame body suspension supporting beams (3) are arranged at intervals at the top ends of the two sides of the trapezoidal integral steel pipe lining frame (2), the outer end of each inner lining frame body suspension supporting beam (3) is arranged on the ground at the two sides of the excavated trapezoidal groove (1), the trapezoidal drainage ditch integral pouring template system is characterized in that a left side template (4) is arranged on the outer side surface of the left end of the trapezoidal integral steel pipe lining frame (2), a right side template (6) is arranged on the outer side surface of the right end of the trapezoidal integral steel pipe lining frame (2), a bottom template (5) is arranged on the outer side surface of the bottom end of the trapezoidal integral steel pipe lining frame (2), a concrete pouring layer (7) is arranged between the left side template (4) and the left inner side of the excavated trapezoidal groove (1), a concrete pouring layer (7) is arranged between the right side template (6) and the right inner side of the excavated trapezoid groove (1), and the concrete pouring layer (7) is arranged between the bottom template (5) and the groove bottom surface of the excavated trapezoid groove (1).
2. The ladder-shaped drainage ditch integral casting formwork system according to claim 1, wherein concrete vibrator insertion holes are formed in the bottom formwork (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920178774.1U CN209907541U (en) | 2019-02-01 | 2019-02-01 | Integral pouring template system for trapezoid drainage ditch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920178774.1U CN209907541U (en) | 2019-02-01 | 2019-02-01 | Integral pouring template system for trapezoid drainage ditch |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209907541U true CN209907541U (en) | 2020-01-07 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920178774.1U Active CN209907541U (en) | 2019-02-01 | 2019-02-01 | Integral pouring template system for trapezoid drainage ditch |
Country Status (1)
| Country | Link |
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| CN (1) | CN209907541U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112681495A (en) * | 2020-12-29 | 2021-04-20 | 中铁一局集团有限公司 | Drainage ditch construction process and pouring equipment for construction |
| CN113389259A (en) * | 2021-07-19 | 2021-09-14 | 山东正元建设工程有限责任公司 | Construction method of large-section trapezoidal concrete drainage ditch |
-
2019
- 2019-02-01 CN CN201920178774.1U patent/CN209907541U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112681495A (en) * | 2020-12-29 | 2021-04-20 | 中铁一局集团有限公司 | Drainage ditch construction process and pouring equipment for construction |
| CN113389259A (en) * | 2021-07-19 | 2021-09-14 | 山东正元建设工程有限责任公司 | Construction method of large-section trapezoidal concrete drainage ditch |
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