CN202450774U - Shaft template of small-step-pitch self-climbing elevator - Google Patents
Shaft template of small-step-pitch self-climbing elevator Download PDFInfo
- Publication number
- CN202450774U CN202450774U CN 201120350212 CN201120350212U CN202450774U CN 202450774 U CN202450774 U CN 202450774U CN 201120350212 CN201120350212 CN 201120350212 CN 201120350212 U CN201120350212 U CN 201120350212U CN 202450774 U CN202450774 U CN 202450774U
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- elevator shaft
- climbing
- support body
- guide rail
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Abstract
The utility model discloses a shaft template of a small-step-pitch self-climbing elevator. The shaft template is characterized by comprising a stress-bearing frame body, a lifting system and a template system, wherein the stress-bearing frame body comprises a main steel platform (1), a frame body (3) and an upper platform (5); the lifting system comprises a lifting steel beam (2), a guide rail (6), a jack (7) and a climbing head (8); the template system comprises a calabash (9) and a sizing template (10); the frame body (3) and the guide rail (6) are fixed on the main steel platform (1); the lifting steel beam (2), the jack (7) and the climbing head (8) are respectively connected with the guide rail (6); the upper platform (5) is arranged at the upper part of the frame body (3); and the sizing template (10) is arranged on the upper platform (5) through the calabash (9) in a hoisting way. The template construction working efficiency in an elevator shaft can be effectively improved; after the shaft template is assembled, and the perpendicular transporting can be carried out without a tower crane and the like; and therefore, the assembling and disassembling working load of a scaffold in the elevator shaft and the using amount of transferring frame materials are reduced.
Description
Technical field
The utility model relates to a kind of high level, super highrise building elevator shaft template, relates in particular to relate to a kind of small step apart from the elevator shaft template of climbing certainly.
Background technology
It is the main artery of whole building that the elevator shaft of highrise building cans be compared to; Single elevator shaft area is little; It is limited to hold the construction number of workers; How to improve speed of application and work efficiency, the operation of reduction elevator shaft of elevator shaft template security risk, guarantee the structure construction quality, how to shorten the rapid transport in job site vertical transportation machinery holding time and narrow place etc., be the several difficult of puzzlement structure construction all the time.If by conventional job practices, face several big problems such as work efficiency, cost, safety and vertical transport.
The utility model content
The utility model technical problem to be solved provides a kind of small step apart from from climbing the elevator shaft template, has solved the problems referred to above.
The utility model technical problem to be solved realizes through following technical scheme:
A kind of small step is characterized in that: comprise stressed support body, Hoisting System and template system apart from from climbing the elevator shaft template; Said stressed support body comprises main steel platform, support body and upper mounting plate;
Hoisting System comprises lifting girder steel, guide rail, jack and climbs head; Template system comprises cucurbit and typified form;
Said main steel platform upper holder body and guide rail; Promote girder steel, jack and climb head and all be connected with guide rail; Upper mounting plate is arranged on support body top, and typified form is lifted on the upper mounting plate through cucurbit.
Said main steel platform comprises girder, tumbler and bearing pin; Bearing pin is connected the girder two ends, and tumbler is connected with bearing pin.
Said lifting girder steel two ends are provided with tumbler, and tumbler is connected with the lifting girder steel through bearing pin.
Said guide rail has been provided with the constant spacing block.
Said jack is fixed on and promotes on the girder steel.
Said support body adopts section steel manufacture or scaffold building.
The directive wheel of support body verticality when said lifting girder steel top is provided with the control lifting.
The beneficial effect of the utility model:
The utility model does not need tower crane etc. to carry out vertical transport after can effectively improving elevator shaft inner formword construction efficiency, installation; Reduce scaffold building and dismounting workload and turnover rack material consumption in the elevator shaft; Owing to adopt above-mentioned technology, make the elevator shaft template construction become standard product, in factory process; On-site consolidation, the whole lifting.Compare with the routine construction; Significantly reduce transhipment of elevator shaft template and set-up time; Have characteristics such as few, the easy construction of lifting number of times, reliable in quality, safety be controlled; And effectively reduce scaffold building and dismounting workload and turnover rack material consumption in the elevator shaft, and accelerated construction speed, reduced cost.
Description of drawings
Fig. 1 elevator shaft template support body plan view
The main steel platform plane of Fig. 2-1 figure
The main steel platform of Fig. 2-2 elevation
Fig. 3 elevator shaft mould Hoisting System figure
Fig. 4 elevator shaft mould elevation
The form removable of Fig. 4-1 elevator shaft
Fig. 4-2 elevator shaft mould sketch map one that climbs
Fig. 4-3 elevator shaft mould sketch map two that climbs
Fig. 4-4 elevator shaft mould completion sketch map that climbs
Fig. 5 elevator shaft mould is reinforced sketch map
The specific embodiment
Shown in Fig. 1-5, a kind of small step is characterized in that: comprise stressed support body, Hoisting System and template system apart from from climbing the elevator shaft template; Said stressed support body comprises main steel platform 1, support body 3 and upper mounting plate 5; Hoisting System comprises and promotes girder steel 2, guide rail 6, jack 7 and climb 8; Template system comprises cucurbit 9 and typified form 10; Said main steel platform 1 upper holder body 3 and guide rail 6; Promote girder steel 2, jack 7 and climb 8 and all be connected with guide rail 6; Upper mounting plate 5 is arranged on support body 3 tops, and typified form 10 is lifted on the upper mounting plate 5 through cucurbit 9.
Said main steel platform 1 comprises girder 11, tumbler 12 and bearing pin 13; Bearing pin 13 is connected girder 11 two ends, and tumbler 12 is connected with bearing pin 13.
Wherein 11, tumbler 12 is main bearing member, need carry out checking computations according to service load; Tumbler 12 is in level under stationary state.Under the lifting state, under the effect of shear wall or other obstruction, outwards rotate around bearing pin 13.When running into hole to be provided, the stressed removal in tumbler 12 outsides, tumbler 12 becomes level under the deadweight effect, and counter-rotating jack back frame body moves down, and tumbler 12 is shelved in the hole to be provided; Said lifting girder steel 2 tops are provided with directive wheel 4, control support body 3 verticality when directive wheel 4 promotes at support body 3.
Said lifting girder steel 2 two ends are provided with tumbler 12, and tumbler 12 is connected with lifting girder steel 2 through bearing pin 13.Said guide rail 6 has been provided with the constant spacing block.
Said jack 7 is fixed on and promotes on the girder steel 2.Said support body 3 adopts section steel manufacture or scaffold building.
Set up in support body 3 integral body fix, typified form 10 liftings are accomplished and jack 7 debugging good after, organize small step can wholely promote main steel platform 1 and support body 3 after passing through apart from checking and accepting from the elevator shaft template of climbing, checking and accepting.During lifting, main steel platform 1 and support body 3 are in vacant state, girder steel 2 is stressed by promoting, when main steel platform 1 is promoted to lifting girder steel 2 positions; Tumbler 12 runs into the hole to be provided that is retained in shear wall or Lian Liangshang in advance, and tumbler 12 is progressively visited to advance in the hole to be provided under the deadweight effect, check that each tumbler state all puts in hole to be provided after; Jack 7 begins to move down, and tumbler 12 becomes level and is shelved on the hole to be provided, and support body 3 beginning is stressed by main steel platform 1; Jack 7, lifting girder steel 2 reverse again to last layer hole to be provided position; Support body promptly promotes and finishes, and can begin adjustment, reinforce typified form 10, stripping after the concreting; Adopt cucurbit 9 that typified form 10 is hung on the upper mounting plate 5, treat to begin next step circulation after the vertical reinforcement colligation finishes.
Said main steel platform 1, support body 3, typified form 10 are along being fixed on having small step at produce in factory in advance and promote apart from guide rail 6 guide rails of block are whole on the support body.
Claims (7)
1. a small step is characterized in that: comprise stressed support body, Hoisting System and template system apart from from climbing the elevator shaft template; Said stressed support body comprises main steel platform (1), support body (3) and upper mounting plate (5); Hoisting System comprises lifting girder steel (2), guide rail (6), jack (7) and climbs head (8); Template system comprises cucurbit (9) and typified form (10);
Said main steel platform (1) upper holder body (3) and guide rail (6); Promote girder steel (2), jack (7) and climb head (8) and all be connected with guide rail (6); Upper mounting plate (5) is arranged on support body (3) top, and typified form (10) is lifted on the upper mounting plate (5) through cucurbit (9).
2. small step as claimed in claim 1 is apart from the elevator shaft template of climbing certainly, and it is characterized in that: said main steel platform (1) comprises girder (11), tumbler (12) and bearing pin (13); Bearing pin (13) is connected girder (11) two ends, and tumbler (12) is connected with bearing pin (13).
3. small step as claimed in claim 1 is apart from the elevator shaft template of climbing certainly, and it is characterized in that: said lifting girder steel (2) two ends are provided with tumbler (12), and tumbler (12) is connected with lifting girder steel (2) through bearing pin.
4. small step as claimed in claim 1 is apart from the elevator shaft template of climbing certainly, and it is characterized in that: said guide rail (6) has been provided with the constant spacing block.
5. small step as claimed in claim 1 is characterized in that apart from the elevator shaft template of climbing certainly: said jack (7) is fixed on and promotes on the girder steel (2).
6. small step as claimed in claim 1 is characterized in that: said support body (3) employing section steel manufacture or scaffold building apart from from climbing the elevator shaft template.
7. small step as claimed in claim 6 is characterized in that: the directive wheel (4) of support body (3) verticality when said lifting girder steel (2) top is provided with the control lifting apart from from climbing the elevator shaft template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120350212 CN202450774U (en) | 2011-09-19 | 2011-09-19 | Shaft template of small-step-pitch self-climbing elevator |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120350212 CN202450774U (en) | 2011-09-19 | 2011-09-19 | Shaft template of small-step-pitch self-climbing elevator |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202450774U true CN202450774U (en) | 2012-09-26 |
Family
ID=46866645
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120350212 Expired - Fee Related CN202450774U (en) | 2011-09-19 | 2011-09-19 | Shaft template of small-step-pitch self-climbing elevator |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202450774U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806654A (en) * | 2012-11-06 | 2014-05-21 | 中国五冶集团有限公司 | Hydraulic support system for elevator shaft mold and operating method thereof |
| CN103821356A (en) * | 2014-02-25 | 2014-05-28 | 上海鑫尔森模架工程有限公司 | Construction equipment and system of elevator shaft shear wall |
| CN105113785A (en) * | 2015-07-03 | 2015-12-02 | 中国十七冶集团有限公司 | Super high-rise building core tube breaststroke creeping formwork device |
| CN105113777A (en) * | 2015-09-11 | 2015-12-02 | 中国建筑第八工程局有限公司 | Structural construction equipment with cooperative transmission by beams in multiple layers and climb method thereof |
| CN105317205A (en) * | 2014-06-09 | 2016-02-10 | 中建四局第六建筑工程有限公司 | Elevator shaft construction method and used device |
| CN107155336A (en) * | 2014-01-31 | 2017-09-12 | 格雷戈里·约翰·内伯尔斯 | Concrete towers and related mould bases and relative configurations method |
| CN107975233A (en) * | 2018-01-11 | 2018-05-01 | 山东方圆建筑材料有限公司 | A kind of elevator inner template revenue and expenditure system |
| CN108979114A (en) * | 2017-05-31 | 2018-12-11 | 深圳市特辰科技股份有限公司 | A kind of full-automatic scissor-type robot climbing frame |
| CN109235872A (en) * | 2018-11-02 | 2019-01-18 | 四川省第六建筑有限公司 | Building hoistway form frame system with material distributing machine |
| CN113738098A (en) * | 2021-09-14 | 2021-12-03 | 广州达蒙安防科技有限公司 | One-way self-locking lifting mechanism for elevator shaft die |
-
2011
- 2011-09-19 CN CN 201120350212 patent/CN202450774U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103806654A (en) * | 2012-11-06 | 2014-05-21 | 中国五冶集团有限公司 | Hydraulic support system for elevator shaft mold and operating method thereof |
| CN107155336A (en) * | 2014-01-31 | 2017-09-12 | 格雷戈里·约翰·内伯尔斯 | Concrete towers and related mould bases and relative configurations method |
| CN103821356A (en) * | 2014-02-25 | 2014-05-28 | 上海鑫尔森模架工程有限公司 | Construction equipment and system of elevator shaft shear wall |
| CN105317205A (en) * | 2014-06-09 | 2016-02-10 | 中建四局第六建筑工程有限公司 | Elevator shaft construction method and used device |
| CN105113785A (en) * | 2015-07-03 | 2015-12-02 | 中国十七冶集团有限公司 | Super high-rise building core tube breaststroke creeping formwork device |
| CN105113777A (en) * | 2015-09-11 | 2015-12-02 | 中国建筑第八工程局有限公司 | Structural construction equipment with cooperative transmission by beams in multiple layers and climb method thereof |
| CN105113777B (en) * | 2015-09-11 | 2017-09-26 | 中国建筑第八工程局有限公司 | The structure construction equipment and its method of climbing of power transmission are cooperateed with using multilayer beam |
| CN108979114A (en) * | 2017-05-31 | 2018-12-11 | 深圳市特辰科技股份有限公司 | A kind of full-automatic scissor-type robot climbing frame |
| CN107975233A (en) * | 2018-01-11 | 2018-05-01 | 山东方圆建筑材料有限公司 | A kind of elevator inner template revenue and expenditure system |
| CN109235872A (en) * | 2018-11-02 | 2019-01-18 | 四川省第六建筑有限公司 | Building hoistway form frame system with material distributing machine |
| CN113738098A (en) * | 2021-09-14 | 2021-12-03 | 广州达蒙安防科技有限公司 | One-way self-locking lifting mechanism for elevator shaft die |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120926 Termination date: 20200919 |