CN218404961U - Novel concrete road surface template concatenation is consolidated device - Google Patents
Novel concrete road surface template concatenation is consolidated device Download PDFInfo
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- CN218404961U CN218404961U CN202221251748.5U CN202221251748U CN218404961U CN 218404961 U CN218404961 U CN 218404961U CN 202221251748 U CN202221251748 U CN 202221251748U CN 218404961 U CN218404961 U CN 218404961U
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Abstract
The utility model belongs to the technical field of splicing and reinforcing of concrete pavement templates, and discloses a novel splicing and reinforcing device for concrete pavement templates, wherein a steel template is fixed on one side of a fixed support piece; the steel form passes through bolt and ground fixed connection, and fixed support piece interval 1m consolidates and props up, and retaining wall is installed to the steel form opposite side. The steel form is made for square steel sheet 25# B material, and the steel form is 250mm (height) 80mm (leg width) 9mm (waist thickness), and the steel form is equipped with front end and triangle-shaped support frame, and front end and triangle-shaped support frame are through welding forming, and the front end stretches out 15cm, and the vertical right angle limit length of triangle-shaped support frame is 30cm, and horizontal right angle limit length is 40cm, and bevel edge length is 50cm. The utility model discloses a be equipped with the effectual assurance template of front end and triangle-shaped support frame and link up into the straight line, the template keeps perpendicular simultaneously, has improved efficiency of construction and turnover rate for whole construction progress.
Description
Technical Field
The utility model belongs to the technical field of the concrete road surface template concatenation is consolidated, especially, relate to a novel concrete road surface template concatenation is consolidated device.
Background
At present, when a concrete pavement is constructed, generally, the concrete pavement is poured in blocks, and steel templates or wood templates are adopted on two sides. The length of the template is limited, and the concrete pavement is longer, so the template has splicing seams.
Usually, the template is fixed, holes are drilled in two sides of the template, reinforcing steel bars are inserted to clamp the template, and then a reinforcement system of inclined struts is carried out on the outer side of the template by using square timbers. Especially, at template splice seam position, the easy concatenation that takes place is not in the same direction as well as tight, the concatenation produces the difference in elevation, supports insecure, the low grade shortcoming of efficiency of construction, and then leads to concrete placement to finish the back and produce quality problems such as wrong platform, hourglass thick liquid, road side straightness, straightness that hangs down not up to standard in template splice seam position.
The traditional method has the disadvantages that the road construction forming quality is poor, the mold explosion phenomenon is easily caused, the project post-removing chisel processing cost is increased, the standardization degree of the traditional method is low, the construction efficiency and the turnover rate are low, and the project overall construction progress is influenced.
Through the above analysis, the problems and defects of the prior art are as follows:
(1) Hardly guarantee that the template links up into the straight line, the template straightness that hangs down also can't guarantee simultaneously. Especially, at template splice seam position, the easy concatenation that takes place is not in the same direction as well as tight, the concatenation produces the difference in elevation, supports insecure, the low grade shortcoming of efficiency of construction, and then leads to concrete placement to finish the back and produce quality problems such as wrong platform, hourglass thick liquid, road side straightness, straightness that hangs down not up to standard in template splice seam position.
(2) The traditional method has the disadvantages that the road construction forming quality is poor, the mold explosion phenomenon is easily caused, the project post-removing chisel processing cost is increased, the standardization degree of the traditional method is low, the construction efficiency and the turnover rate are low, and the project overall construction progress is influenced.
SUMMERY OF THE UTILITY MODEL
In order to solve the problem that prior art exists, the utility model provides a novel concrete road surface template concatenation is consolidated device.
The utility model discloses a realize like this, a novel concrete pavement template concatenation is consolidated device is provided with:
a steel form; the steel template is fixed on one side of the fixed support; the steel form passes through bolt and ground fixed connection, fixed support piece interval 1m is consolidated and is propped up, and retaining wall is installed to the steel form opposite side.
Further, the steel form is made for square steel sheet 25# B material, the specification of steel form is 250mm (height) 80mm (leg width) 9mm (waist thickness), the steel form is equipped with front end and triangle-shaped support frame, front end and triangle-shaped support frame are through welding forming, 15cm is stretched out to the front end, and the vertical right angle limit length of triangle-shaped support frame is 30cm, and horizontal right angle limit length is 40cm, and bevel edge length is 50cm.
Further, fixed support piece is in the welding of triangle-shaped support frame front end has the stiff end, the stiff end is the square steel sheet of 3cm 3cm or 5cm 5cm, circular through-hole has been seted up in the middle of the steel sheet.
Furthermore, the drill rod is made of screws with the diameter of 14 or reinforcing steel bars with the diameter of 14.
Combine foretell all technical scheme, the utility model discloses the advantage that possesses and positive effect are: the utility model discloses a be provided with fossil fragments and constitute by horizontal square timber and vertical square timber and can effectually solve template concatenation seam position, take place easily that the concatenation is not in the same direction as, the not tight problem of concatenation. The utility model discloses a be equipped with front end and triangle-shaped support frame and can effectually guarantee that the template links up into the straight line, the template keeps perpendicular simultaneously, has improved efficiency of construction and turnover rate for the whole construction progress of project.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings needed to be used in the embodiments of the present application will be briefly described below, and it is obvious that the drawings described below are only some embodiments of the present application, and it is obvious for those skilled in the art that other drawings can be obtained from the drawings without creative efforts.
Fig. 1 is the embodiment of the utility model provides a novel concrete pavement template concatenation reinforcing apparatus schematic structure.
Fig. 2 is a schematic view of a triangular bracket structure provided by the embodiment of the present invention.
Fig. 3 is a schematic structural view of a fixed support according to an embodiment of the present invention.
In the figure: 1. a ground surface; 2. a fixed support frame; 3. a steel template; 4. and (4) a bolt.
Detailed Description
In order to make the objects, technical solutions and advantages of the present invention more apparent, the present invention is further described in detail with reference to the following embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
Problem to prior art exists, the utility model provides a novel concrete road surface template concatenation is consolidated device, it is right to combine the attached drawing below the utility model discloses do detailed description.
As shown in fig. 1, a steel formwork 3 of the novel concrete pavement formwork splicing and reinforcing device provided by the embodiment of the utility model; the steel template 3 is fixed on one side of the fixed support 2; the steel moulding plate 3 is fixedly connected with the ground 1 through the bolt 5, and the distance between the fixed supporting pieces is 1m.
As shown in fig. 2 and 3, the embodiment of the utility model provides a steel form is made for square steel sheet 25# B material, the specification of steel form is 250mm (height) 80mm (leg width) 9mm (waist thickness), and the steel form is equipped with front end and triangle-shaped support frame, and front end and triangle-shaped support frame are through welding forming, and the front end stretches out 15cm, and the vertical right angle limit length of triangle-shaped support frame is 30cm, and horizontal right angle limit length is 40cm, and oblique angle limit length is 50cm.
The template is made by the plank material, and fixed support piece is in the welding of triangle-shaped support frame front end has the stiff end, and the stiff end is the square steel sheet of 3cm or 5cm, has seted up circular through-hole in the middle of the steel sheet. The fixed supporting piece is a plurality of fixed supporting pieces, and the distance between every two fixed pieces is 1m. The material of drill rod is made for diameter screw rod or diameter reinforcing bar, and fixed support piece one side is kept away from to the template all adopts the mirror board.
The utility model discloses concrete road surface template concatenation reinforcing apparatus's theory of operation: connecting holes are welded at the upper and lower internal corner parts of the abutted seam of the steel template, a bolt is inserted into the connecting holes for connection, the template is reinforced and supported by a processed fixed support piece interval of 1m after being connected and installed, and finally a steel chisel is inserted into the fixed end of the fixed support piece for fixation. The template adopts mirror surface board, and the main joist is the square timber, and piece seam department adopts the vertical connection of square timber.
In the description of the present invention, "a plurality" means two or more unless otherwise specified; the terms "upper", "lower", "left", "right", "inner", "outer", "front", "rear", "head", "tail", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are merely for convenience of description and simplicity of description, and do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
The above description is only for the specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto, and any modification, equivalent replacement, and improvement made within the spirit and principle of the present invention should be covered within the protection scope of the present invention by those skilled in the art within the technical scope of the present invention.
Claims (4)
1. The utility model provides a novel concrete pavement template concatenation is consolidated device, its characterized in that, novel concrete pavement template concatenation is consolidated device is provided with:
a steel template;
the steel template is fixed on one side of the fixed support; the steel form passes through bolt and ground fixed connection, fixed support piece interval 1m is consolidated and is propped up, and retaining wall is installed to the steel form opposite side.
2. The novel concrete pavement formwork splicing and reinforcing device as claimed in claim 1, wherein the steel formwork is provided with a front end and a triangular support frame, the front end and the triangular support frame are formed by welding, the front end extends out of 15cm, the vertical right-angle side of the triangular support frame is 30cm in length, the transverse right-angle side of the triangular support frame is 40cm in length, and the oblique-angle side of the triangular support frame is 50cm in length.
3. The novel concrete pavement formwork splicing and reinforcing device as claimed in claim 2, wherein a fixed end is welded to the front end of the triangular support frame, the fixed end is a 3 cm-3 cm or 5 cm-5 cm square steel plate, and a circular through hole is formed in the middle of the steel plate.
4. A novel concrete pavement formwork splicing and reinforcing device as claimed in claim 1, wherein the bolt is made of 14-diameter screws or 14-diameter steel bars.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221251748.5U CN218404961U (en) | 2022-05-23 | 2022-05-23 | Novel concrete road surface template concatenation is consolidated device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221251748.5U CN218404961U (en) | 2022-05-23 | 2022-05-23 | Novel concrete road surface template concatenation is consolidated device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218404961U true CN218404961U (en) | 2023-01-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221251748.5U Active CN218404961U (en) | 2022-05-23 | 2022-05-23 | Novel concrete road surface template concatenation is consolidated device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218404961U (en) |
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2022
- 2022-05-23 CN CN202221251748.5U patent/CN218404961U/en active Active
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