CN210589834U - Special formwork for prefabricated part of dike-protecting drainage ditch - Google Patents
Special formwork for prefabricated part of dike-protecting drainage ditch Download PDFInfo
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- CN210589834U CN210589834U CN201921180453.1U CN201921180453U CN210589834U CN 210589834 U CN210589834 U CN 210589834U CN 201921180453 U CN201921180453 U CN 201921180453U CN 210589834 U CN210589834 U CN 210589834U
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Abstract
A special template for prefabricated parts of a dike protection drainage ditch belongs to the technical field of maritime work. The utility model discloses a die block board, two sets of side form board one and side form board two, the many split bolts of connecting two side form boards two, the many hole steel pipes that run through two side form boards two that set up on the die block board respectively relatively. The utility model discloses can realize the preparation of prefabricated component reliably, high-efficient and high quality.
Description
Technical Field
The utility model relates to a marine industry technical field especially relates to a special template of embankment escape canal prefabricated component.
Background
The structures related to the power station coast dike protection project are provided with drainage ditches, and the drainage ditches are composed of drainage ditch prefabricated components. The prefabricated members of the drainage ditch have the size of 1750mm 1000mm 400mm, the weight of about 1.5 tons, the aperture phi of 86mm and the hole spacing of 250 mm. This kind of escape canal prefabricated section size is big, and area is great during the prefabrication, and the hole position requirement is reserved accurately simultaneously, so pour the quality and the efficiency of this kind of prefabricated section and be difficult to guarantee.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the problem that above-mentioned prior art exists, provide a protect dyke escape canal prefabricated component's special template, its preparation that can realize prefabricated component reliably, high-efficient and high quality.
The utility model aims at realizing through the following technical scheme:
the utility model provides a protect prefabricated component's in dyke escape canal special template, includes die block board, two sets of respectively relative set up in side form board one and side form board two, connection two on the die block board two many split bolts, the run through two of side form board two many hole steel pipes.
It should be noted that, the above describes the assembled state of the formworks, and the bottom formwork and the four side plates are detachably connected or spliced, so as to facilitate the removal of the formworks after the pouring of the prefabricated components is completed. It specifically can adopt multiple connected mode, and the preferred, the accessible presets the draw-in groove on the template and splices, then consolidates through split bolt, and this kind of mode dismouting is more high-efficient. In addition, holes are preset in the side template II according to standards, and the hole steel pipes can be directly inserted. After the concrete is assembled according to the structure, concrete is poured for pouring, and after the concrete is initially set, the hole steel pipe is rotated and pulled out, so that the problem that the hole steel pipe cannot be pulled out after the concrete is set is solved. And finally, after the concrete is solidified, removing the template.
As the utility model discloses it is preferred, all be equipped with many horizontal stiffening rib and many vertical stiffening rib on side form board one and the side form board two. The structure effectively improves the structural strength of the side template and the structural stability of the whole template.
Preferably, the split bolt is connected to the longitudinal stiffening rib of the second side template. The structure can effectively ensure the structural strength and stability of the joint of the split bolt and the side template II.
As the utility model discloses it is preferred, both ends and middle part on the side form board two are equipped with one respectively vertical stiffening rib, vertical stiffening rib's both ends all are equipped with the split bolt. The structure further improves the structural strength of the second side template and the structural stability of the whole template.
As the utility model discloses it is preferred, the side form is two on adjacent be equipped with one row respectively between the horizontal stiffening rib the hole steel pipe. The hole steel pipe is arranged in a mode that the influence on the structural strength of the side template can be reduced as far as possible.
As the utility model discloses it is preferred, both ends on the side form board one are equipped with one respectively vertical stiffening rib. Because the width of the first side template is smaller, the structural strength of the first side template can be effectively ensured by arranging the two longitudinal stiffening ribs.
As the utility model discloses it is preferred, the length of hole steel pipe is greater than the width of side form board one. The structure is more convenient for the dismouting operation of hole steel pipe.
The utility model has the advantages that:
1. the prefabrication work of the prefabricated block can be finished efficiently with quality and quantity guaranteed, and the prefabrication efficiency is improved.
2. The holes are accurately reserved on the side templates, so that the accuracy of the size and the position of the holes of the prefabricated part is ensured, and the quality of the prefabricated part is improved.
3. By vertically prefabricating the prefabricated parts, the problem of large occupied area caused by large size of the prefabricated parts is well solved.
Drawings
Fig. 1 is a front view of the present invention;
fig. 2 is a side view of the present invention.
1-bottom template; 2, a first side template; 3-side template II; 4-split bolts; 5-hole steel pipe; 6-transverse stiffeners; 7-longitudinal stiffeners.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
The utility model provides a protect prefabricated component's in dyke escape canal special template, includes die block board 1, two sets of respectively relative set up in side form 2 and two 3, the connection of side form on the die block board 1 many split bolts 4, two run through of side form two 3 many hole steel pipes 5 of side form two 3.
It should be noted that, the above describes the assembled state of the formworks, and the bottom formwork and the four side plates are detachably connected or spliced, so as to facilitate the removal of the formworks after the pouring of the prefabricated components is completed. It specifically can adopt multiple connected mode, and the preferred, the accessible presets the draw-in groove on the template and splices, then consolidates through split bolt, and this kind of mode dismouting is more high-efficient. In addition, holes are preset in the side template II according to standards, and the hole steel pipes can be directly inserted. After the concrete is assembled according to the structure, concrete is poured for pouring, and after the concrete is initially set, the hole steel pipe is rotated and pulled out, so that the problem that the hole steel pipe cannot be pulled out after the concrete is set is solved. And finally, after the concrete is solidified, removing the template.
Specifically, a plurality of transverse stiffening ribs 6 and a plurality of longitudinal stiffening ribs 7 are arranged on the first side template 2 and the second side template 3. The structure effectively improves the structural strength of the side template and the structural stability of the whole template. And the split bolts 4 are connected to the longitudinal stiffeners 7 of the second side template 3. The structure can effectively ensure the structural strength and stability of the joint of the split bolt and the side template II. And, both ends and middle part on the side form board two 3 are equipped with one respectively vertical stiffening rib 7, the both ends of vertical stiffening rib 7 all are equipped with split bolt 4. The structure further improves the structural strength of the second side template and the structural stability of the whole template. And a row of hole steel pipes 5 are respectively arranged between the adjacent transverse stiffening ribs 6 on the second side template 3. The hole steel pipe is arranged in a mode that the influence on the structural strength of the side template can be reduced as far as possible.
In addition, two ends of the side template I2 are respectively provided with one longitudinal stiffening rib 7. Because the width of the first side template is smaller, the structural strength of the first side template can be effectively ensured by arranging the two longitudinal stiffening ribs. The length of the hole steel pipe 5 is larger than the width of the side template I2. The structure is more convenient for the dismouting operation of hole steel pipe.
The above description is only the specific embodiment of the preferred embodiment of the present invention, and this specific embodiment is based on the present invention, and the protection scope of the present invention is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present invention should be covered by the protection scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (7)
1. The utility model provides a protect prefabricated component's in dyke escape canal special template, its characterized in that, include the die block board, two sets of respectively relative set up in side form one and side form two, connection on the die block board many split bolts of side form two, run through two many hole steel pipes of side form two.
2. The special formwork for the prefabricated parts of the embankment and drainage ditch according to claim 1, wherein a plurality of transverse stiffening ribs and a plurality of longitudinal stiffening ribs are arranged on each of the first side formwork and the second side formwork.
3. The special formwork of the dike-protecting drainage ditch prefabricated part as claimed in claim 2, wherein the split bolts are connected to the longitudinal stiffening ribs of the second side formwork.
4. The special template for the prefabricated part of the embankment and drainage ditch according to claim 3, wherein two ends and the middle part of the second side template are respectively provided with one longitudinal stiffening rib, and the two ends of each longitudinal stiffening rib are respectively provided with the split bolt.
5. The special formwork for the prefabricated parts of the embankment and drainage ditch according to claim 2, wherein a row of the hole steel pipes is arranged between the adjacent transverse stiffening ribs on the second side formwork.
6. The special formwork for the prefabricated parts of the dike-protecting drainage ditch according to claim 2, wherein one longitudinal stiffening rib is respectively arranged at two ends of one side formwork.
7. The special template for the prefabricated parts of the dike-protecting drainage ditch according to claim 1, wherein the length of the hole steel pipe is greater than the width of the first side template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921180453.1U CN210589834U (en) | 2019-07-25 | 2019-07-25 | Special formwork for prefabricated part of dike-protecting drainage ditch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921180453.1U CN210589834U (en) | 2019-07-25 | 2019-07-25 | Special formwork for prefabricated part of dike-protecting drainage ditch |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210589834U true CN210589834U (en) | 2020-05-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921180453.1U Active CN210589834U (en) | 2019-07-25 | 2019-07-25 | Special formwork for prefabricated part of dike-protecting drainage ditch |
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| CN (1) | CN210589834U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111745795A (en) * | 2020-07-07 | 2020-10-09 | 汪成立 | Prefabricated mould of hollow environmental protection brick |
-
2019
- 2019-07-25 CN CN201921180453.1U patent/CN210589834U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111745795A (en) * | 2020-07-07 | 2020-10-09 | 汪成立 | Prefabricated mould of hollow environmental protection brick |
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