CN217923696U - Waterproof curtain reinforcing structure - Google Patents

Waterproof curtain reinforcing structure Download PDF

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Publication number
CN217923696U
CN217923696U CN202221897967.0U CN202221897967U CN217923696U CN 217923696 U CN217923696 U CN 217923696U CN 202221897967 U CN202221897967 U CN 202221897967U CN 217923696 U CN217923696 U CN 217923696U
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stiffening plate
main
plate
extension
connecting block
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CN202221897967.0U
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张冰峰
李淼
张梦波
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Beijing Zhongrun Baocheng Engineering Technology Co ltd
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Beijing Zhongrun Baocheng Engineering Technology Co ltd
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Abstract

The application discloses stagnant water curtain reinforcement structure relates to stagnant water curtain technical field, including main stiffening plate, extension stiffening plate and scute, extend the stiffening plate and slide and set up at main stiffening plate top, main stiffening plate all is connected with the scute through fixing bolt with extending the stiffening plate, fixed mounting has the driving piece on the main stiffening plate inner chamber lateral wall, the output threaded connection of driving piece has the thread piece, thread piece top fixedly connected with connecting block, the connecting block top with extend stiffening plate fixed connection, install the slider between main stiffening plate and the extension stiffening plate. The control driving piece operates, and the screw thread piece removes along the screw thread direction of driving piece, and the screw thread piece drives the connecting block and removes, and then the connecting block drives and extends the stiffening plate and remove to this adjusts main stiffening plate and extends the total length between the stiffening plate, adapts to different foundation ditch width size's requirement.

Description

Waterproof curtain reinforcing structure
Technical Field
The application relates to the technical field of waterproof curtains, in particular to a waterproof curtain reinforcing structure.
Background
The waterproof curtain refers to a concept and is a general name of a waterproof series at the periphery of an engineering main body, and when the waterproof curtain is used for a foundation pit, underground water on the side wall of the foundation pit can be prevented or reduced from flowing into the foundation pit.
The existing adjustable waterproof curtain reinforcing structure is mostly adjusted through manual operation, but the general volume of the waterproof curtain reinforcing structure is large, the mass is heavy, the manual adjustment speed is low due to the operation, and the working efficiency is reduced to a certain extent. Based on this, the present application designs a waterproof curtain reinforcing structure to solve the above mentioned problems.
SUMMERY OF THE UTILITY MODEL
The present application is directed to provide a waterproof curtain reinforcement structure to solve the above-mentioned problem of low manual adjustment rate.
In order to achieve the above purpose, the present application provides the following technical solutions: the utility model provides a stagnant water curtain reinforcement structure, includes main stiffening plate, extension stiffening plate and scute, extend the stiffening plate and slide and set up at main stiffening plate top, main stiffening plate and extension stiffening plate all are connected through fixing bolt and scute, fixed mounting has the driving piece on the main stiffening plate intracavity lateral wall, the output threaded connection of driving piece has the thread piece, thread piece top fixedly connected with connecting block, the connecting block top with extend stiffening plate fixed connection, main stiffening plate with extend and install the slider between the stiffening plate, main stiffening plate and a plurality of support pieces of group of the equal fixedly connected with in one side that the extension stiffening plate is close to the foundation ditch.
Based on above-mentioned technical characteristics, the control driving piece operates, and the screw thread piece of threaded connection on the driving piece output removes along the screw thread direction of driving piece, and the screw thread piece drives the connecting block and removes, and then the connecting block drives and extends the stiffening plate and remove. Therefore, the total length between the main reinforcing plate and the extension reinforcing plate is adjusted to meet the requirements of different foundation pit width sizes.
Preferably, among the above-mentioned stagnant water curtain reinforcement structure, the driving piece includes the driving motor of fixed mounting on main stiffening plate inner chamber lateral wall, the driving motor output is connected with the threaded rod, screw thread piece threaded connection is in the threaded rod.
Based on above-mentioned technical characteristics, drive the threaded rod through driving motor and rotate, rotatory threaded rod drives the thread piece and removes.
Preferably, in the waterproof curtain reinforcing structure, the sliding part includes a slide rail fixedly mounted on the top of the main reinforcing plate, and the bottom of the extending reinforcing plate is fixedly connected with a sliding block sliding in the slide rail.
Based on above-mentioned technical characteristic, the screw thread piece drives the connecting block and removes, and the connecting block drives and extends the stiffening plate and remove, and at the in-process that extends the stiffening plate and remove, the slider that sets up slides in the slide, and this has guaranteed to extend the stability that the stiffening plate removed the in-process.
Preferably, among the above-mentioned waterproof curtain reinforcement structure, support piece includes the connecting rod of fixed connection at main stiffening plate and extension stiffening plate back, one side fixedly connected with backup pad of main stiffening plate and extension stiffening plate is kept away from to the connecting rod.
Based on above-mentioned technical characteristics, the backup pad that sets up and the interior concrete pile butt of foundation ditch.
Preferably, in the waterproof curtain reinforcing structure, a hole is formed in the top of the main reinforcing plate, the hole extends into the inner cavity of the main reinforcing plate, and the connecting block is fixedly connected with the bottom of the extending reinforcing plate through the hole.
Based on the technical characteristics, the connecting block is fixedly connected with the bottom of the extending reinforcing plate through the pore channel.
Preferably, in the waterproof curtain reinforcing structure, the main reinforcing plate and the extension reinforcing plate are provided with first threaded holes at the side away from each other.
Based on the technical characteristics, the fixing bolt is connected in the first threaded hole in a threaded mode.
Preferably, in the waterproof curtain reinforcing structure, the corner plates are provided with second threaded holes in an array on the surface.
Based on the technical characteristics, the fixing bolt is connected in the second threaded hole in a threaded mode.
Preferably, in the waterproof curtain reinforcing structure, the support plate is an arc-shaped support plate.
Based on above-mentioned technical characteristics, this makes backup pad and foundation ditch in concrete pile area of contact bigger, and the support effect is better.
Compared with the prior art, the beneficial effect of this application is:
1. the device drives the extending reinforcing plate to move through the driving piece, so that the total length between the main reinforcing plate and the extending reinforcing plate is adjusted, and the requirements of different foundation pit width sizes are met. Compared with manual adjustment, the working efficiency is improved to a certain extent.
2. The backup pad that sets up is circular-arc, and this makes backup pad and foundation ditch internal concrete pile area of contact bigger, and the support effect is better.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present application, and it is obvious for those skilled in the art to obtain other drawings without creative efforts.
FIG. 1 is a schematic diagram of the overall structure of the present application;
FIG. 2 is a schematic view of the inner cavity structure of the main stiffening plate of the present application;
FIG. 3 is a side wall construction schematic of the gusset of the present application;
FIG. 4 is a schematic top structure view of the main stiffener of the present application;
fig. 5 is an enlarged schematic view of the structure of the part a in fig. 1 of the present application.
In the drawings, the components represented by the respective reference numerals are listed below:
1. a main reinforcing plate; 2. an extension reinforcing plate; 3. a gusset; 4. a drive member; 41. a drive motor; 42. a threaded rod; 5. a thread block; 6. connecting blocks; 7. a slider; 71. a slideway; 72. a slider; 8. a support member; 81. a connecting rod; 82. a support plate; 9. a duct; 10. a first threaded hole; 11. and a second threaded hole.
Detailed Description
The technical solutions in the embodiments of the present application will be described clearly and completely with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. All other embodiments obtained by a person of ordinary skill in the art based on the embodiments in the present application without making any creative effort belong to the protection scope of the present application.
Referring to fig. 1, an embodiment of a waterproof curtain reinforcement structure provided in the present application: including main stiffening plate 1, extension stiffening plate 2 and scute 3, extend stiffening plate 2 and slide and set up at 1 tops of main stiffening plate, main stiffening plate 1 all is connected with scute 3 through fixing bolt with extension stiffening plate 2.
Fixedly mounted has driving piece 4 on the 1 inner chamber lateral wall of main stiffening plate, and the output end threaded connection of driving piece 4 has screw block 5, 5 top fixedly connected with connecting blocks 6 of screw block. Wherein, the driving part 4 comprises a driving motor 41 fixedly installed on the side wall of the inner cavity of the main reinforcing plate 1, and the output end of the driving motor 41 is connected with a threaded rod 42. During the use, drive threaded rod 42 through driving motor 41 and rotate, screw block 5 of threaded connection on threaded rod 42 output moves along the screw thread direction of threaded rod 42, and screw block 5 drives connecting block 6 and removes.
In addition, the top of the connecting block 6 is fixedly connected with the extending reinforcing plate 2, and a sliding part 7 is installed between the main reinforcing plate 1 and the extending reinforcing plate 2. The connecting block 6 drives the extending reinforcing plate 2 to move, so that the total length between the main reinforcing plate 1 and the extending reinforcing plate 2 is adjusted to meet the requirements of different foundation pit width sizes. The sliding member 7 includes a slide 71 fixedly mounted on the top of the main reinforcing plate 1, and a slider 72 sliding in the slide 71 is fixedly connected to the bottom of the extending reinforcing plate 2. During the movement of the extending reinforcing plate 3, the arranged slide block 72 slides in the slide way 71, which ensures the stability during the movement of the extending reinforcing plate 3.
First screw hole 10 has all been seted up to one side that main stiffening plate 1 and extension stiffening plate 2 kept away from each other, and second screw hole 11 has been seted up to 3 surperficial arrays of scute. The main reinforcing plate 1 and the extension reinforcing plate 2 are fixedly connected to the gusset 3 by the fixing bolt being fitted to the first threaded hole 10 and the second threaded hole 11.
Referring to fig. 4, the top of the main reinforcing plate 1 is provided with a hole 9, the hole 9 extends into the inner cavity of the main reinforcing plate 1, and the connecting block 6 is fixedly connected to the bottom of the extending reinforcing plate 2 through the hole 9. The connecting block 6 is fixedly connected with the bottom of the extending reinforcing plate 2 through a pore 9.
Referring to fig. 5, a plurality of sets of supporting members 8 are fixedly connected to both sides of the main reinforcing plate 1 and the extended reinforcing plate 2 near the foundation pit. Wherein, support piece 8 includes fixed connection at main stiffening plate 1 and the connecting rod 81 that extends the stiffening plate 2 back, and one side fixedly connected with backup pad 82 of main stiffening plate 1 and extension stiffening plate 2 is kept away from to connecting rod 81, and backup pad 82 is circular-arc backup pad. This makes backup pad 82 and foundation ditch internal concrete pile area of contact bigger, and the support effect is better.
The specific working principle is as follows: at first, be fixed in the corner that the concrete pile was arranged through fastening bolt with scute 3, control driving piece 4 afterwards and function, threaded connection moves along driving piece 4's screw thread direction at the screw thread block 5 on 4 outputs of driving piece, and screw thread block 5 drives connecting block 6 and removes, and then connecting block 6 drives and extends stiffening plate 2 and remove. Therefore, the total length between the main reinforcing plate 1 and the extension reinforcing plate 2 is adjusted to meet the requirements of different foundation pit width sizes. And finally, the main reinforcing plate 1 and the extension reinforcing plate 2 are fixedly connected to the angle plate 3 through the mutual matching of the fixing bolt, the first threaded hole 10 and the second threaded hole 11.
This device drives through driving piece 4 and extends stiffening plate 2 and remove, has improved the efficiency of work to a certain extent in comparison in manual regulation. The backup pad 82 that sets up simultaneously is circular-arc, and this makes backup pad 82 and foundation ditch internal concrete pile area of contact bigger, and the support effect is better.
In the description of the present specification, reference to the description of "one embodiment," "an example," "a specific example," etc., means that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The preferred embodiments of the present invention disclosed above are intended only to help illustrate the present invention. The preferred embodiments are not exhaustive and do not limit the invention to the precise embodiments disclosed. Obviously, many modifications and variations are possible in light of the above teaching. The embodiments were chosen and described in order to best explain the principles of the invention and its practical applications, thereby enabling others skilled in the art to best understand the invention and its practical application. The present invention is limited only by the claims and their full scope and equivalents.

Claims (8)

1. The utility model provides a stagnant water curtain reinforcement structure, includes main stiffening plate (1), extends stiffening plate (2) and scute (3), extend stiffening plate (2) and slide and set up at main stiffening plate (1) top, main stiffening plate (1) all are connected its characterized in that with extending stiffening plate (2) through fixing bolt and scute (3): fixed mounting has driving piece (4) on main stiffening plate (1) inner cavity lateral wall, the output threaded connection of driving piece (4) has screw thread piece (5), screw thread piece (5) top fixedly connected with connecting block (6), connecting block (6) top and extension stiffening plate (2) fixed connection, install slider (7) between main stiffening plate (1) and the extension stiffening plate (2), main stiffening plate (1) and extension stiffening plate (2) are close to the equal fixedly connected with a plurality of support piece (8) of group in one side of foundation ditch.
2. The waterproof curtain reinforcing structure according to claim 1, wherein: the driving piece (4) comprises a driving motor (41) fixedly installed on the side wall of the inner cavity of the main reinforcing plate (1), the output end of the driving motor (41) is connected with a threaded rod (42), and the threaded block (5) is in threaded connection with the threaded rod (42).
3. The waterproof curtain reinforcing structure according to claim 1, wherein: slider (7) are including slide (71) of fixed mounting at main stiffening plate (1) top, extension stiffening plate (2) bottom fixedly connected with is at gliding slider (72) in slide (71).
4. The waterproof curtain reinforcing structure according to claim 1, wherein: support piece (8) are including connecting rod (81) of fixed connection at main stiffening plate (1) and extension stiffening plate (2) back, one side fixedly connected with backup pad (82) of main stiffening plate (1) and extension stiffening plate (2) are kept away from in connecting rod (81).
5. The waterproof curtain reinforcing structure according to claim 1, wherein: pore (9) have been seted up at main stiffening plate (1) top, and in pore (9) extended to main stiffening plate (1) inner chamber, connecting block (6) pass through pore (9) and extend stiffening plate (2) bottom fixed connection.
6. The waterproof curtain reinforcing structure according to claim 1, wherein: first screw hole (10) have all been seted up to one side that main stiffening plate (1) and extension stiffening plate (2) kept away from each other.
7. The waterproof curtain reinforcing structure according to claim 1, wherein: and second threaded holes (11) are formed in the surface array of the angle plate (3).
8. The waterproof curtain reinforcing structure according to claim 4, wherein: the supporting plate (82) is an arc-shaped supporting plate.
CN202221897967.0U 2022-07-22 2022-07-22 Waterproof curtain reinforcing structure Active CN217923696U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202221897967.0U CN217923696U (en) 2022-07-22 2022-07-22 Waterproof curtain reinforcing structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202221897967.0U CN217923696U (en) 2022-07-22 2022-07-22 Waterproof curtain reinforcing structure

Publications (1)

Publication Number Publication Date
CN217923696U true CN217923696U (en) 2022-11-29

Family

ID=84189954

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202221897967.0U Active CN217923696U (en) 2022-07-22 2022-07-22 Waterproof curtain reinforcing structure

Country Status (1)

Country Link
CN (1) CN217923696U (en)

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