CN203201139U - Multi-chamber vertical-shaft overhead truss integrated slipform device - Google Patents
Multi-chamber vertical-shaft overhead truss integrated slipform device Download PDFInfo
- Publication number
- CN203201139U CN203201139U CN201220415208.6U CN201220415208U CN203201139U CN 203201139 U CN203201139 U CN 203201139U CN 201220415208 U CN201220415208 U CN 201220415208U CN 203201139 U CN203201139 U CN 203201139U
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- derrick
- truss
- overhead
- girder truss
- die body
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Abstract
The utility model relates to a multi-chamber vertical-shaft overhead truss integrated slipform device which can effectively settle the following defects in multiple vertical shafts: complicated design and manufacture, high assembling difficulty, large structure dead-weight, easy template deformation, and reduction of construction quality and speed. A technical solution for settling is characterized in that: the multi-chamber vertical-shaft overhead truss integrated slipform device comprises formwork truss beams, overhead truss beams and cushion beams; the upper part of the formwork truss beam is provided with the overhead truss beam which is parallel with the formwork truss beam through the cushion beam; a hydraulic jack is vertically arranged on the overhead truss beam; and the lower part of a climbing rod of the hydraulic jack is placed in concrete among the formwork truss beams. The multi-chamber vertical-shaft overhead truss integrated slipform device has the following advantages: simple structure, high novelty, small volume, small weight, easy assembling, high firmness and high durability. The multi-chamber vertical-shaft overhead truss integrated slipform device is an innovation in the multi-chamber vertical-shaft overhead truss integrated slipform.
Description
Technical field
The utility model relates to building implements, particularly the overhead truss integral type of a kind of multi-cavity vertical shaft sliding form apparatus.
Background technology
Under construction, the sliding formwork of many wells vertical shaft generally is to be designed to an overall work platform, by connecting elements each well is linked to be an integral body; This sliding-mode structure designs between each well die body not independent, assemble at the scene, and the assembling difficulty is big, long in time limit; The die body distortion easily takes place in (long-time die body is bonding, die body big inclination etc. takes place) under special circumstances; The sliding formwork correction causes the die body distortion between each well easily, and present many wells vertical shaft sliding-mode structure weight is big, complex structure, the assembling difficulty, template is yielding, influences construction quality and speed greatly, so the improved innovation of the overhead truss integral type of multi-cavity vertical shaft sliding formwork is imperative.
Summary of the invention
At above-mentioned situation, for overcoming the defective of prior art, the purpose of the utility model just provides the overhead truss integral type of a kind of multi-cavity vertical shaft sliding form apparatus, can effectively solve many wells vertical shaft die body and design and produce complexity, the assembling difficulty, dead load is big, and template is yielding, influences the problem of construction quality and speed.
The technical scheme that the utility model solves is, comprise die body girder truss, overhead girder truss and bearing beam, the overhead girder truss parallel with the die body girder truss is equipped with through bearing beam in die body girder truss top, hydraulic jack vertically is housed on the overhead girder truss, and the pole-climbing bottom of hydraulic jack places in the concrete between the die body girder truss.
The utility model is simple in structure, and novel unique, volume is little, in light weight, and easily assembling is sturdy and durable, is the innovation on the overhead truss integral type of the multi-cavity vertical shaft sliding formwork.
Description of drawings
Fig. 1 is vertical view of the present utility model (use state).
Fig. 2 is that the A-A of the utility model Fig. 1 is to sectional front view.
The specific embodiment
Below in conjunction with accompanying drawing the specific embodiment of the present utility model is elaborated.
Provided by Fig. 1,2, the utility model comprises die body girder truss, overhead girder truss and bearing beam, the overhead girder truss 2 parallel with die body girder truss 1 is equipped with through bearing beam 3 in die body girder truss 1 top, on the overhead girder truss 2 hydraulic jack 4 is housed vertically, the pole-climbing bottom of hydraulic jack 4 places in the concrete 15 between the die body girder truss 1.
In order to guarantee result of use, there is the backing plate 13 that fills up respectively on overhead girder truss 2 and die body girder truss 1 at described bearing beam 3 two ends, on bearing beam 3 and the die body girder truss 1 corresponding bolt hole is arranged, bearing beam 3 and die body girder truss 1 are fixed together with bolt by bolt hole; There are air draft derrick 7, cable derrick 6 in described die body girder truss 1 front portion, there is elevator cup derrick 11 at the rear portion, there is stair derrick 12 in the left side, there is main bus-bar derrick 8 on the right side, the pressure ventilating shaft frame 10 integrant circular configurations of main bus-bar derrick 8 and stair derrick 12 bottoms, fixing head (sheet) 5 arranged on the periphery of circular configuration, stair derrick 12 and press 10 on ventilating shaft frame to be connected and fixed by channel-section steel 9, elevator cup derrick 11 both sides are connected and fixed with pressing ventilating shaft frame 10 and main bus-bar derrick 8 through channel-section steel respectively;
Anterior door opening B1, B2, B3, the B4 that constitutes partition wall by overhead girder truss 2 places, stair derrick 12 rear portions and elevator cup derrick 11 right sides with 2 of two overhead girder trusses of 8 on main bus-bar derrick, back and cable derrick 6 and 8 on main bus-bar derrick respectively between described stair derrick 12 rear portions and elevator cup derrick 11 left sides.
The frame construction that described die body girder truss 1 and overhead girder truss 2 all adopt angle steel to make, overhead girder truss 2 tops both can the double as lifting beams, can make the interim stacking platform of materials such as reinforcing bar again.
During use, the utility model sliding formwork is placed in the walling crib 14, and the empty place between walling crib and sliding formwork to fill up concrete 15 fixing, effectively improve the integral rigidity of many wells die body.
The utility model is through test and on probation, and compared with prior art, show that fully integral rigidity is big, simple in structure, be easy to processing, can finish the assembling of each well die body in processing factory, each well die body is independent die body, by overhead girder truss each well die body is connected into an integral body, both easy to install, the reduction of erection time, production efficiency improved 50% more than 1 times, make the resistance to overturning of sliding formwork die body good again, use safety, the life-span prolongs more than 2 times, can effectively reduce cost more than 50%, economic and social benefit is remarkable, is the innovation on the construction implement.
Claims (5)
1. the overhead truss integral type of multi-cavity vertical shaft sliding form apparatus, comprise die body girder truss, overhead girder truss and bearing beam, it is characterized in that, the overhead girder truss (2) parallel with die body girder truss (1) is equipped with through bearing beam (3) in die body girder truss (1) top, hydraulic jack (4) vertically is housed on the overhead girder truss (2), and the pole-climbing bottom of hydraulic jack (4) places in the concrete (15) between the die body girder truss (1).
2. the overhead truss integral type of multi-cavity vertical shaft according to claim 1 sliding form apparatus, it is characterized in that, there is the backing plate (13) that fills up respectively on overhead girder truss (2) and die body girder truss (1) at described bearing beam (3) two ends, on bearing beam (3) and the die body girder truss (1) corresponding bolt hole is arranged, bearing beam (3) and die body girder truss (1) are fixed together with bolt by bolt hole.
3. the overhead truss integral type of multi-cavity vertical shaft according to claim 1 sliding form apparatus, it is characterized in that, there is air draft derrick (7) described die body girder truss (1) front portion, cable derrick (6), there is elevator cup derrick (11) at the rear portion, there is stair derrick (12) in the left side, there is main bus-bar derrick (8) on the right side, the integrant circular configuration of pressure ventilating shaft frame (10) of main bus-bar derrick (8) and stair derrick (12) bottom, fixing head (5) is arranged on the periphery of circular configuration, be connected and fixed by channel-section steel (9) between stair derrick (12) and pressure ventilating shaft frame (10), elevator cup derrick (11) both sides are connected and fixed with pressing ventilating shaft frame (10) and main bus-bar derrick (8) through channel-section steel respectively.
4. the overhead truss integral type of multi-cavity vertical shaft according to claim 3 sliding form apparatus, it is characterized in that, between described stair derrick (12) rear portion and elevator cup derrick (11) left side anterior by overhead girder truss (2) locate, stair derrick (12) rear portion and elevator cup derrick (11) right side be with between main bus-bar derrick (8), between two overhead girder trusses (2) of back and the door opening (B1, B2, B3, B4) that constitutes partition wall between cable derrick (6) and main bus-bar derrick (8) respectively.
5. the overhead truss integral type of multi-cavity vertical shaft according to claim 1 sliding form apparatus is characterized in that, the frame construction that described die body girder truss (1) and overhead girder truss (2) all adopt angle steel to make.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220415208.6U CN203201139U (en) | 2012-08-21 | 2012-08-21 | Multi-chamber vertical-shaft overhead truss integrated slipform device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220415208.6U CN203201139U (en) | 2012-08-21 | 2012-08-21 | Multi-chamber vertical-shaft overhead truss integrated slipform device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203201139U true CN203201139U (en) | 2013-09-18 |
Family
ID=49145258
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201220415208.6U Expired - Lifetime CN203201139U (en) | 2012-08-21 | 2012-08-21 | Multi-chamber vertical-shaft overhead truss integrated slipform device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203201139U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669219A (en) * | 2013-11-22 | 2014-03-26 | 中铁三局集团有限公司 | Simultaneous slip-form construction device of multi-limb high pier |
| CN104564084A (en) * | 2015-01-16 | 2015-04-29 | 郑州煤炭工业（集团）工程有限公司 | Steel strand jack lifting construction device for vertical shaft sliding die and grouting platform |
-
2012
- 2012-08-21 CN CN201220415208.6U patent/CN203201139U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103669219A (en) * | 2013-11-22 | 2014-03-26 | 中铁三局集团有限公司 | Simultaneous slip-form construction device of multi-limb high pier |
| CN103669219B (en) * | 2013-11-22 | 2016-04-20 | 中铁三局集团有限公司 | Many limbs height pier is with sliding construction equipment |
| CN104564084A (en) * | 2015-01-16 | 2015-04-29 | 郑州煤炭工业（集团）工程有限公司 | Steel strand jack lifting construction device for vertical shaft sliding die and grouting platform |
| CN104564084B (en) * | 2015-01-16 | 2016-05-18 | 河南锦源建设有限公司 | Vertical shaft sliding formwork and grouting platform steel strand wires jack lifting construction equipment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20170418 Address after: 450000 Henan, Zhengzhou, Zhengzhou Mining District, seven Lane Street, No. 35 Patentee after: HENAN JINYUAN CONSTRUCTION Co.,Ltd. Address before: 450005 Zhengzhou Zhongyuan Road, Henan, No. 188 Co-patentee before: HENAN JINYUAN CONSTRUCTION Co.,Ltd. Patentee before: Zhengzhou Coal Industry (Group) Co.,Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130918 |