CN219080229U - Dam cantilever beam template with concrete curing system - Google Patents
Dam cantilever beam template with concrete curing system Download PDFInfo
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- CN219080229U CN219080229U CN202320019928.9U CN202320019928U CN219080229U CN 219080229 U CN219080229 U CN 219080229U CN 202320019928 U CN202320019928 U CN 202320019928U CN 219080229 U CN219080229 U CN 219080229U
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- dam
- curing system
- template
- curing
- maintenance
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a dam cantilever beam template with a concrete curing system, which comprises a template and a back frame, wherein a curing device is detachably arranged on the back frame and comprises a curing pipe; a plurality of spray holes are formed in one side of the curing tube, which faces the template; one end of the maintenance pipe is connected with a hose, and the other end is provided with a water pipe blanking cover. The utility model has the advantages that: simple structure, convenient dismouting, convenient operation conveniently carries out concrete maintenance.
Description
Technical Field
The utility model relates to the field of dam cantilever beam templates, in particular to a dam cantilever beam template with a concrete curing system.
Background
The currently used dam cantilever templates are all old multi-clamp templates, and no concrete curing pipe is arranged on the templates no matter the upstream, downstream or transverse seam positions of the dam. The concrete is usually sprayed by manually pulling a water pipe, which is time-consuming and labor-consuming. Accordingly, there is a need to develop a dam cantilever formwork with a self-contained concrete curing system.
Disclosure of Invention
The utility model aims to solve the technical problem of providing the dam cantilever beam template with the concrete curing system, which is simple in structure, convenient to assemble and disassemble and convenient to operate and is convenient to perform concrete curing.
In order to solve the technical problems, the utility model provides a dam cantilever beam template with a concrete curing system, which comprises a template and a back frame, wherein a curing device is detachably arranged on the back frame and comprises a curing tube; a plurality of spray holes are formed in one side, facing the template, of the curing tube; one end of the maintenance pipe is connected with a hose, and the other end is provided with a water pipe blanking cover.
Further, a water pipe switch is arranged at one end of the maintenance pipe, which is close to the hose.
Further, the maintenance device comprises a support; the support is detachably arranged on the back frame through bolts; the maintenance pipe is arranged between the support and the back frame.
Further, the inner wall of the support is fixedly connected with an anti-slip layer.
Further, the outer wall of the maintenance pipe, which is in contact with the support, is provided with anti-skid patterns.
The utility model has the following beneficial effects:
the dam cantilever formwork is simple in structure, can be simply modified on the basis of the original dam cantilever formwork, is low in manufacturing cost, and is convenient to use and convenient to maintain concrete, and the hose is only required to be taken down and reinstalled when the bin is replaced subsequently.
Drawings
FIG. 1 is a schematic diagram of the overall structure of an embodiment;
FIG. 2 is an enlarged schematic view of a part of the structure of FIG. 1;
fig. 3 is a right side view of the curing apparatus of fig. 1.
In the figure, 1-template, 2-back frame, 3-curing device, 301-support, 302-curing tube, 303-water tube blanking cover, 304-hose and 305-water tube switch.
Detailed Description
The following describes the embodiments of the present utility model further with reference to the drawings. The description of these embodiments is provided to assist understanding of the present utility model, but is not intended to limit the present utility model. In addition, the technical features of the embodiments of the present utility model described below may be combined with each other as long as they do not collide with each other.
Examples
1-3, a dam cantilever beam template with a concrete curing system comprises a template 1 and a back frame 2, wherein a curing device 3 is detachably arranged on the back frame 2; the curing device 3 comprises a curing tube 302; a plurality of spray holes are formed in one side, facing the template 1, of the curing tube 302; one end of the maintenance pipe 302 is connected with a hose 304, and the other end is provided with a water pipe plug 303.
The dam cantilever formwork is simple in structure, can be simply modified on the basis of the original dam cantilever formwork, is low in manufacturing cost, and can be conveniently used by taking down and reinstalling the hose 304 during subsequent bin replacement, and is convenient to maintain concrete.
Specifically, for ease of control, the curing tube 302 is provided with a water tube switch 305 at one end thereof adjacent to the hose 304.
Specifically, for convenience in fixing the curing tube 302, the curing device 3 includes a holder 301; the support 301 is detachably mounted on the back frame 2 through bolts; a curing tube 302 is mounted between the holder 301 and the back frame 2.
Specifically, in order to prevent the rotation of the curing tube 302, an anti-slip layer is fixedly connected to the inner wall of the support 301.
Specifically, in order to further prevent the rotation of the curing tube 302, the outer wall of the curing tube 302 in contact with the holder 301 is provided with anti-slip patterns.
The working principle of the utility model is as follows:
when the concrete needs to be cured, the water pipe switch 305 is turned on, external water enters the curing pipe 302 through the hose 304 and is sprayed to the concrete through the spraying holes for curing. When the bin needs to be replaced after maintenance is finished, the hose 304 is only required to be removed, and the hose 304 is required to be connected again after the template is re-supported. The utility model has simple structure, convenient disassembly and assembly, convenient operation and convenient concrete maintenance.
The embodiments of the present utility model have been described in detail above with reference to the accompanying drawings, but the present utility model is not limited to the described embodiments. It will be apparent to those skilled in the art that various changes, modifications, substitutions and alterations can be made to these embodiments without departing from the principles and spirit of the utility model, and yet fall within the scope of the utility model.
Claims (5)
1. The utility model provides a from dam cantilever beam template of taking concrete curing system, includes template (1) and back of body frame (2), its characterized in that: the maintenance device (3) is detachably arranged on the back frame (2); the maintenance device (3) comprises a maintenance pipe (302); a plurality of spraying holes are formed in one side, facing the template (1), of the curing tube (302); one end of the maintenance pipe (302) is connected with a hose (304), and the other end is provided with a water pipe plug (303).
2. The self-contained concrete curing system dam cantilever formwork of claim 1, wherein: a water pipe switch (305) is arranged at one end of the maintenance pipe (302) close to the hose (304).
3. The self-contained concrete curing system dam cantilever formwork of claim 2, wherein: the maintenance device (3) comprises a support (301); the support (301) is detachably arranged on the back frame (2) through bolts; the maintenance pipe (302) is arranged between the support (301) and the back frame (2).
4. A dam cantilever formwork with concrete curing system according to claim 3, wherein: an anti-slip layer is fixedly connected to the inner wall of the support (301).
5. The self-contained concrete curing system dam cantilever formwork of claim 4, wherein: the outer wall of the maintenance pipe (302) contacted with the support (301) is provided with anti-skid patterns.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320019928.9U CN219080229U (en) | 2023-01-05 | 2023-01-05 | Dam cantilever beam template with concrete curing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320019928.9U CN219080229U (en) | 2023-01-05 | 2023-01-05 | Dam cantilever beam template with concrete curing system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219080229U true CN219080229U (en) | 2023-05-26 |
Family
ID=86398572
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320019928.9U Active CN219080229U (en) | 2023-01-05 | 2023-01-05 | Dam cantilever beam template with concrete curing system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219080229U (en) |
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2023
- 2023-01-05 CN CN202320019928.9U patent/CN219080229U/en active Active
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