CN219281734U - Hydraulic leveling internal climbing type slip formwork device for deep vertical shaft - Google Patents
Hydraulic leveling internal climbing type slip formwork device for deep vertical shaft Download PDFInfo
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- CN219281734U CN219281734U CN202320061668.1U CN202320061668U CN219281734U CN 219281734 U CN219281734 U CN 219281734U CN 202320061668 U CN202320061668 U CN 202320061668U CN 219281734 U CN219281734 U CN 219281734U
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- truss
- hydraulic jack
- internal climbing
- backup pad
- bracing piece
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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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Abstract
The utility model provides a deep shaft hydraulic leveling internal climbing formula slip template device, relates to the technical field of internal climbing formula slip template, and its structure is: including truss, hoisting frame, template, hydraulic jack and bracing piece, be provided with the template around the truss outside, the inboard is fixedly provided with the hoisting frame around the truss, the hoisting frame includes support column and backup pad, the support column top is provided with the backup pad, be provided with hydraulic jack in the backup pad, be provided with the bracing piece in hydraulic jack's the logical heart downthehole, the bracing piece lower extreme passes the backup pad, the logical heart hole of hydraulic jack is passed to the bracing piece upper end. The utility model has the beneficial effects that: the structure is simple, the assembly and disassembly are convenient, the repeated assembly and disassembly are not needed, the device can be flexibly used in a narrow space of a deep vertical shaft, the material investment is less, the cost is lower, the overall construction speed is faster, and the generation of construction joints can be effectively avoided; through the setting of water pipe and shower nozzle, can nimble maintenance, labour saving and time saving more.
Description
Technical Field
The utility model relates to the technical field of internal climbing type slip forms, in particular to a hydraulic leveling internal climbing type slip form device for a deep vertical shaft.
Background
At present, projects such as water conservancy, hydropower, coal mines and the like are developed greatly at home and abroad, due to wider project involving areas, the effect of topography and landform characteristics of different construction areas is considered, the construction of a grotto is also mainstream, particularly, deep shaft projects are developed rapidly, the shaft effects are different, the depths are slightly different, the main body types are round and square, due to different construction areas, the construction difficulty of the shaft is increased, the lining of the shaft is carried out after the excavation of the shaft is completed, due to narrow space of the deep shaft, the traditional loose-mould assembly construction has slow construction progress and high construction cost, a large number of construction joints can be generated, the installation and the disassembly of a template are time-consuming and labor-consuming, and the safety coefficient is low; at present, the lining construction and the maintenance device after construction are separately arranged, the maintenance device has no special fixing device, and the maintenance is time-consuming and labor-consuming.
Disclosure of Invention
In order to overcome the defects in the prior art, the utility model provides a method for preparing a composite material
The hydraulic leveling inner climbing type slip form device solves the problems.
The utility model provides a deep shaft hydraulic leveling internal climbing type slip formwork device, which has the structure that: including truss, hoisting frame, template, hydraulic jack and bracing piece, be provided with the template around the truss outside, the inboard is fixedly provided with the hoisting frame around the truss, the hoisting frame includes support column and backup pad, the support column top is provided with the backup pad, be provided with hydraulic jack in the backup pad, be provided with the bracing piece in hydraulic jack's the logical heart downthehole, the bracing piece lower extreme passes the backup pad, the logical heart hole of hydraulic jack is passed to the bracing piece upper end.
Preferably, an auxiliary platform is arranged at the bottom of the truss, the auxiliary platform is hung on the truss through a hanging rod, a water pipe is arranged around the auxiliary platform, and a spray head is arranged on the water pipe.
Preferably, the support columns and the support plates are connected through rib plate reinforcement.
Preferably, the support column is welded with the truss, and the support column is fixed on the truss through the fixing enclosure.
Preferably, the lifting frame and the hydraulic jack are provided with more than 4.
Preferably, the hydraulic jack is connected with a hydraulic control console.
Preferably, the hydraulic jack is an HY-100 type jack, and the hydraulic control console is a ZYXT-36 type automatic leveling hydraulic control console.
Preferably, the lower section of the support rod is buried in the concrete, and the upper section passes through the through hole of the hydraulic jack, bears the load of the whole slip form, and is sealed in the concrete as a part of the vertical shaft.
Preferably, a fixing ring is arranged at the bottom of the truss, and the hanging rod is connected with the truss through the fixing ring.
Preferably, the slip form template is made of a steel plate with the thickness of 5 mm.
Preferably, the auxiliary platform is arranged at a position 2m below the truss and is suspended by a hanging rod.
Preferably, a center measuring device and a horizontal measuring device can be arranged on the auxiliary platform, the center measuring device is used for measuring by utilizing the plumb line, observing the horizontal displacement of the die body, and hanging the plumb line at four corners of the auxiliary platform for observation; the level measuring device is a level gauge and is used for levelness observation.
The utility model has the beneficial effects that: the structure is simple, the assembly and disassembly are convenient, the repeated assembly and disassembly are not needed, the device can be flexibly used in a narrow space of a deep vertical shaft, the material investment is less, the cost is lower, the overall construction speed is faster, and the generation of construction joints can be effectively avoided; through the setting of water pipe and shower nozzle, can nimble maintenance, labour saving and time saving more.
Drawings
FIG. 1 is a diagram of a construction using the present utility model;
FIG. 2 is a top plan view of the structure of the present utility model;
FIG. 3 is a structural view of a support plate of the present utility model;
in the figure: 1. truss, 2, support column, 3, hydraulic jack, 4, template, 5, auxiliary platform, 6, bracing piece, 7, floor, 8, fixed enclosure, 9, backup pad, 10, solid fixed ring, 11, peg, 12, water pipe.
Detailed Description
Example 1
As shown in fig. 1-3, the utility model provides a deep shaft hydraulic leveling internal climbing type slip form device, which has the structure that: the hydraulic lifting device comprises a truss 1, a lifting frame, a template 4, a hydraulic jack 3 and a supporting rod 6, wherein the template 4 is arranged around the outer side of the truss 1, the lifting frame is fixedly arranged on the inner side around the truss 1, the lifting frame comprises a supporting column 2 and a supporting plate 9, the top of the supporting column 2 is provided with the supporting plate 9, the hydraulic jack 3 is arranged on the supporting plate 9, the supporting rod 6 is arranged in a through center hole of the hydraulic jack 3, the lower end of the supporting rod 6 penetrates through the supporting plate 9, and the upper end of the supporting rod 6 penetrates through a through center hole of the hydraulic jack 3;
an auxiliary platform 5 is arranged at the bottom of the truss 1, the auxiliary platform 5 is hung on the truss 1 through a hanging rod 11, a water pipe 12 is arranged around the auxiliary platform 5, and a spray head is arranged on the water pipe 12;
the support column 2 and the support plate 9 are connected in a reinforcing way through the rib plates 7;
the support column 2 is welded with the truss 1, and the support column 2 is fixed on the truss 1 through a fixing enclosure 8;
8 lifting frames and 8 hydraulic jacks 3 are arranged;
the hydraulic jack 3 is connected with a hydraulic control console;
the hydraulic jack 3 is an HY-100 type jack, and the hydraulic control console is a ZYXT-36 type automatic leveling hydraulic control console;
the lower section of the supporting rod is buried in the concrete, the upper section passes through the through center hole of the hydraulic jack 3 to bear the load of the whole device, and the supporting rod is sealed in the concrete as a part of the vertical shaft, so that the supporting effect on the whole device is more effectively realized, and the safety is greatly improved.
The bottom of the truss 1 is provided with a fixed ring 10, and a hanging rod 11 is connected with the truss 1 through the fixed ring 10.
The slip form template 4 is made of a steel plate with the thickness of 5 mm.
The auxiliary platform 5 is arranged at the position 2m below the truss 1 and is suspended by a hanging rod 11;
the auxiliary platform 5 is provided with a center measuring device and a horizontal measuring device, the center measuring device utilizes the plumb line to measure, observe the horizontal displacement of the die body, and hang the plumb line at four corners of the auxiliary platform 5 for observation; the level measuring device is a level gauge and performs levelness observation.
Specifically, the lower section of the supporting rod 6 is embedded into foundation concrete in the bottom of the deep vertical shaft, the whole device is assembled and then placed into the deep vertical shaft, the upper section of the supporting rod 6 penetrates through the through hole of the hydraulic jack 3, the supporting rod 6 supports the whole device in the deep vertical shaft, deep vertical shaft lining pouring is carried out, and the poured concrete wall surface is sprayed and maintained through the water pipe 12 on the auxiliary platform 5.
Claims (8)
1. The utility model provides a deep shaft hydraulic leveling internal climbing formula slip form device which characterized in that: including truss, hoisting frame, template, hydraulic jack and bracing piece, be provided with the template around the truss outside, the inboard is fixedly provided with the hoisting frame around the truss, the hoisting frame includes support column and backup pad, the support column top is provided with the backup pad, be provided with hydraulic jack in the backup pad, be provided with the bracing piece in hydraulic jack's the logical heart downthehole, the bracing piece lower extreme passes the backup pad, the logical heart hole of hydraulic jack is passed to the bracing piece upper end.
2. The deep shaft hydraulic leveling internal climbing type slip formwork device as claimed in claim 1, wherein: the truss bottom is provided with auxiliary platform, auxiliary platform articulates on the truss through the peg, be provided with the water pipe around the auxiliary platform, be provided with the shower nozzle on the water pipe.
3. The deep shaft hydraulic leveling internal climbing type slip form device according to claim 2, wherein: the support columns are connected with the support plates in a reinforcing mode through rib plates.
4. A deep shaft hydraulic leveling internal climbing type slip form device according to claim 3, wherein: the support column is welded with the truss, and the support column is fixed on the truss through the fixed enclosure.
5. The deep shaft hydraulic leveling internal climbing type slip formwork device as claimed in claim 1, wherein: the lifting frame and the hydraulic jack are provided with more than 4.
6. The deep shaft hydraulic leveling internal climbing type slip form device according to claim 5, wherein: the hydraulic jack is connected with a hydraulic control console.
7. The deep shaft hydraulic leveling internal climbing type slip form device according to claim 2, wherein: the truss bottom is provided with the solid fixed ring, the peg passes through solid fixed ring and truss connection.
8. The deep shaft hydraulic leveling internal climbing type slip formwork device as claimed in claim 1, wherein: the template adopts a 5mm steel plate.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320061668.1U CN219281734U (en) | 2023-01-10 | 2023-01-10 | Hydraulic leveling internal climbing type slip formwork device for deep vertical shaft |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202320061668.1U CN219281734U (en) | 2023-01-10 | 2023-01-10 | Hydraulic leveling internal climbing type slip formwork device for deep vertical shaft |
Publications (1)
Publication Number | Publication Date |
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CN219281734U true CN219281734U (en) | 2023-06-30 |
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Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN202320061668.1U Active CN219281734U (en) | 2023-01-10 | 2023-01-10 | Hydraulic leveling internal climbing type slip formwork device for deep vertical shaft |
Country Status (1)
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CN (1) | CN219281734U (en) |
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2023
- 2023-01-10 CN CN202320061668.1U patent/CN219281734U/en active Active
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