CN218090536U - Steel formwork for pressure-resistant bridge concrete - Google Patents
Steel formwork for pressure-resistant bridge concrete Download PDFInfo
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- CN218090536U CN218090536U CN202222061060.7U CN202222061060U CN218090536U CN 218090536 U CN218090536 U CN 218090536U CN 202222061060 U CN202222061060 U CN 202222061060U CN 218090536 U CN218090536 U CN 218090536U
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- steel form
- connecting rod
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- fixed block
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Abstract
The utility model discloses a withstand voltage bridge steel form for concrete, including mount pad and steel form body, the top fixed mounting of mount pad has the support column, the fixed block is installed at the top of support column, the middle part of fixed block slides and is provided with the connecting rod, the connecting rod with the steel form body is articulated mutually, just the top of connecting rod with it has the threaded rod still to articulate on the lateral wall of steel form body. The utility model discloses a make steel form body and connecting rod articulate, all articulate on steel form body and the connecting rod simultaneously and have the threaded rod, and two threaded rod threaded connection have the threaded sleeve to can make two threaded rods be close to each other or keep away from through rotating the threaded sleeve, and then can adjust the support angle of steel form body; secondly the device is through the pulling arm-tie for the draw-in groove is kept away from to the card post, thereby can adjust the position of connecting rod and steel form body.
Description
Technical Field
The utility model relates to a steel form technical field specifically is steel form for withstand voltage bridge concrete.
Background
The steel template can replace a wood template, the elimination of pore water pressure and air bubbles in concrete pressure with the traditional sealing templates such as wood, plywood or steel plates and the like is obviously reduced, and an ideal rough interface is formed after the concrete of the steel template structure is cast and formed. The steel bar can be placed before the steel bar is installed or after the steel bar is installed without performing rough cutting operation, and the placement and the installation are convenient and simple if the steel bar is placed before the steel bar is installed; in the prior art, when the steel template for bridge concrete is used, the support angle of the steel template is generally difficult to adjust.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a steel form for withstand voltage bridge concrete to solve the problem that proposes in the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme:
steel form for withstand voltage bridge concrete, including mount pad and steel form body, the top fixed mounting of mount pad has the support column, the fixed block is installed at the top of support column, the middle part of fixed block slides and is provided with the connecting rod, the connecting rod with the steel form body is articulated mutually, just the top of connecting rod with it has the threaded rod, two still to articulate on the lateral wall of steel form body the outside threaded connection of threaded rod has the threaded sleeve, just the top of fixed block still is provided with the restriction subassembly that the connecting rod removed.
As a further aspect of the present invention: the restriction subassembly is including stretching into the inside card post of fixed block, the fixed block is located the spout has been seted up in the outside of card post, the inside slip of spout is provided with the slider, the slider with fixed mounting has the spring between the inner wall of spout, just the slider with card post fixed connection, a plurality of draw-in grooves have been seted up on the roof of connecting rod, the card post with the draw-in groove cooperatees.
As a further aspect of the present invention: and the top of the clamping column is fixedly provided with a pulling plate.
As a further aspect of the present invention: the inner wall of the fixing block is provided with a limiting groove, a limiting strip is fixedly mounted on the side wall of the connecting rod, and the limiting strip is matched with the limiting groove.
As a further aspect of the present invention: the connecting rod is kept away from the one end fixed mounting of steel form body has the end cover.
As a further aspect of the present invention: and mounting holes are formed in the periphery of the bottom of the mounting seat.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model discloses a make steel form body and connecting rod articulate, all articulate on steel form body and the connecting rod simultaneously has the threaded rod, and two threaded rod threaded connection have the screw sleeve to can make two threaded rods be close to each other or keep away from through rotating the screw sleeve, and then can adjust the support angle of steel form body; secondly the device is through the pulling arm-tie for the draw-in groove is kept away from to the card post, thereby can adjust the position of connecting rod and steel form body.
Drawings
FIG. 1 is a schematic structural view of a steel form for pressure-resistant bridge concrete;
FIG. 2 is a top view of FIG. 1;
fig. 3 isbase:Sub>A sectional view taken along linebase:Sub>A-base:Sub>A in fig. 2.
In the figure, 1, a mounting seat; 11. mounting holes; 2. a support pillar; 3. a fixed block; 4. a connecting rod; 41. a limiting strip; 42. A card slot; 5. an end cap; 6. a steel form body; 7. a restriction component; 71. clamping the column; 72. a chute; 73. a slider; 74. A spring; 75. pulling a plate; 8. a threaded rod; 9. a threaded sleeve.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts all belong to the protection scope of the present invention.
Please refer to fig. 1-3, the steel form for pressure-resistant bridge concrete comprises a mounting base 1 and a steel form body 6, a support column 2 is fixedly mounted at the top of the mounting base 1, a fixed block 3 is mounted at the top of the support column 2, a connecting rod 4 is slidably arranged at the middle of the fixed block 3, the connecting rod 4 is hinged to the steel form body 6, a threaded rod 8 is hinged to the top of the connecting rod 4 and the side wall of the steel form body 6, a threaded sleeve 9 is connected to the outer side of the two threaded rods 8 through threads, and a limiting component 7 for limiting the movement of the connecting rod 4 is further arranged at the top of the fixed block 3.
Referring to fig. 3, in the present embodiment, the limiting assembly 7 includes a clamping column 71 extending into the fixed block 3, a sliding groove 72 is formed on the fixed block 3 at an outer side of the clamping column 71, a sliding block 73 is slidably disposed inside the sliding groove 72, a spring 74 is fixedly mounted between the sliding block 73 and an inner wall of the sliding groove 72, the sliding block 73 is fixedly connected to the clamping column 71, a plurality of clamping grooves 42 are formed on a top wall of the connecting rod 4, and the clamping column 71 is matched with the clamping grooves 42.
It should be noted that, here, by pulling the clip column 71, the clip column 71 is away from the clip groove 42, so that the position of the connecting rod 4 can be adjusted, and further the position of the steel form body 6 can be adjusted.
Referring to fig. 3, in the present embodiment, a pull plate 75 is fixedly installed on the top of the fastening column 71.
It should be noted that, here, by providing the pulling plate 75, the pulling of the catch column 71 can be facilitated.
Referring to fig. 1, in the present embodiment, a limiting groove is formed on an inner wall of the fixing block 3, a limiting bar 41 is fixedly mounted on a side wall of the connecting rod 4, and the limiting bar 41 is matched with the limiting groove.
It should be noted that, here, the limiting bar 41 is provided and the limiting groove is cooperatively provided, so that the connecting rod 4 can be prevented from rotating when moving.
Referring to fig. 1, in the present embodiment, an end cap 5 is fixedly installed at one end of the connecting rod 4 away from the steel form body 6.
Note that, here, the end cap 5 is provided, so that the movement of the connecting rod 4 can be restricted.
Referring to fig. 1, in the present embodiment, mounting holes 11 are formed on the periphery of the bottom of the mounting base 1.
It should be noted that, by providing the mounting hole 11, the device can be conveniently and fixedly mounted.
The utility model discloses when supporting the concrete, through pulling arm-tie 75, arm-tie 75 drives card post 71 and keeps away from draw-in groove 42, thereby can adjust the position of connecting rod 4, after adjusting to suitable position, loosen arm-tie 75, card post 71 cooperatees with draw-in groove 42 under the effect of spring 74 elasticity this moment, thereby can fix connecting rod 4, then through rotating threaded sleeve 9, threaded sleeve 9 makes two threaded rods 8 be close to each other or keep away from, thereby can adjust the angle of steel form body 6, the practicality of device has been improved.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present specification describes embodiments, not every embodiment includes only a single embodiment, and such description is for clarity purposes only, and it is to be understood that all embodiments may be combined as appropriate by one of ordinary skill in the art to form other embodiments as will be apparent to those of skill in the art from the description herein.
Claims (6)
1. Withstand voltage bridge steel form for concrete, including mount pad (1) and steel form body (6), its characterized in that: the top fixed mounting of mount pad (1) has support column (2), fixed block (3) are installed at the top of support column (2), the middle part of fixed block (3) slides and is provided with connecting rod (4), connecting rod (4) with steel form body (6) are articulated mutually, just the top of connecting rod (4) with it has threaded rod (8), two still to articulate on the lateral wall of steel form body (6) the outside threaded connection of threaded rod (8) has threaded sleeve (9), just the top of fixed block (3) still is provided with the restriction subassembly (7) that connecting rod (4) removed.
2. The steel form for pressure-resistant bridge concrete according to claim 1, characterized in that: restriction subassembly (7) are including stretching into inside card post (71) of fixed block (3), fixed block (3) are located spout (72) have been seted up in the outside of card post (71), the inside slip of spout (72) is provided with slider (73), slider (73) with fixed mounting has spring (74) between the inner wall of spout (72), just slider (73) with card post (71) fixed connection, a plurality of draw-in grooves (42) have been seted up on the roof of connecting rod (4), card post (71) with draw-in groove (42) cooperate.
3. The steel form for pressure-resistant bridge concrete according to claim 2, wherein: and a pulling plate (75) is fixedly arranged at the top of the clamping column (71).
4. The steel form for pressure-resistant bridge concrete according to claim 1, characterized in that: the inner wall of the fixing block (3) is provided with a limiting groove, the side wall of the connecting rod (4) is fixedly provided with a limiting strip (41), and the limiting strip (41) is matched with the limiting groove.
5. The steel form for pressure-resistant bridge concrete according to claim 1, characterized in that: and an end cover (5) is fixedly arranged at one end of the connecting rod (4) far away from the steel template body (6).
6. The steel form for pressure-resistant bridge concrete according to claim 1, characterized in that: mounting holes (11) are formed in the periphery of the bottom of the mounting seat (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222061060.7U CN218090536U (en) | 2022-08-07 | 2022-08-07 | Steel formwork for pressure-resistant bridge concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222061060.7U CN218090536U (en) | 2022-08-07 | 2022-08-07 | Steel formwork for pressure-resistant bridge concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218090536U true CN218090536U (en) | 2022-12-20 |
Family
ID=84485729
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222061060.7U Active CN218090536U (en) | 2022-08-07 | 2022-08-07 | Steel formwork for pressure-resistant bridge concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218090536U (en) |
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2022
- 2022-08-07 CN CN202222061060.7U patent/CN218090536U/en active Active
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Steel formwork for pressure resistant bridge concrete Effective date of registration: 20230613 Granted publication date: 20221220 Pledgee: Bank of China Limited Foshan Sanshui Sub branch Pledgor: Foshan Lingsheng Steel Structure Co.,Ltd. Registration number: Y2023980043665 |