CN203603455U - Tool type hanger suitable for construction of vertical structure of super high-rise building - Google Patents
Tool type hanger suitable for construction of vertical structure of super high-rise building Download PDFInfo
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- CN203603455U CN203603455U CN201320818642.3U CN201320818642U CN203603455U CN 203603455 U CN203603455 U CN 203603455U CN 201320818642 U CN201320818642 U CN 201320818642U CN 203603455 U CN203603455 U CN 203603455U
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- vertical
- construction
- type hanger
- vertical rod
- super high
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Abstract
The utility model discloses a tool type hanger suitable for construction of the vertical structure of a super high-rise building. The tool type hanger comprises a frame composed of vertical rods, 2-20 walkway plates are arranged inside the frame from bottom to top, turnover plates are arranged outside the walkway plates, a vertical net is arranged on the surface, opposite to the turnover plates, of the frame, pulleys are arranged at the tops of the vertical rods, connecting rods capable of being connected with the vertical rods are arranged on two sides of each turnover plate, the vertical rods are connected with one another through bolts or hinge pins, the vertical rods are connected with the walkway plates through bolts or hinge pins, the vertical rods are connected with the vertical net through bolts or hinge pins, and the vertical rods are connected with the pulleys through bolts or hinge pins. The components of the tool type hanger can be assembled and connected into independent units through the bolts or the hinge pins on the ground, then the independent units are lifted and installed in overall, tool type assembly of the hanger is achieved, and assembly and installation speed and construction safety are improved.
Description
Technical field
The utility model relates to a kind of tool-type hanger that the construction of Super High vertical structure is used that is applicable to, and belongs to building engineering equipment renovation technique field.
Background technology
At present, along with economic fast development, long stroke (short stroke), it is more and more that low support hydraulic pressure formula jack-up system is mainly used in Super High king-tower building core shell vertical structure construction (hereinafter referred to as backform or climbing form system), particularly in Super High work progress, to the reinforcing bar in backform or climbing form system, template, the requirement of maintenance construction and personal security is more and more higher, the existing handling frame for backform or climbing form system and protective frame are all to utilize on-the-spot common process to form, not only make difficulty, install inconvenient, can not realize standardization, and its quality and safety can not well be guaranteed.
Summary of the invention
The utility model object is: a kind of tool-type hanger that the construction of Super High vertical structure is used that is applicable to is provided, so that component standardization, be convenient to centralized production, on-the-spot overall quick-assembling, whole unit lifting, whole unit dismounting etc., and construction firm, that can meet different top modular system simple in structure is used.
The technical solution of the utility model
A kind of tool-type hanger that is applicable to Super High vertical structure construction use of the present utility model is, comprise the framework being formed by vertical rod, in framework, be provided with from bottom to up 2～20 walkway boards, be provided with turnover panel in walkway board outside, on the framework face relative with turnover panel, be provided with vertical net, and be provided with pulley at vertical rod top.
The bearing pin connection walkway board outside aforementioned for the tool-type hanger on backform or climbing form system, turnover panel rotates by making turnover panel, and turnover panel both sides are provided with the connecting rod that can be connected with vertical rod.
Aforementioned for the tool-type hanger on backform or climbing form system, between each vertical rod, vertical rod all passes through bolt with vertical net, vertical rod with pulley with walkway board, vertical rod or bearing pin is connected.
Owing to having adopted technique scheme, compared with prior art, the utility model is specially adapted to the core shell vertical structure construction of Super High king-tower building, the tool-type hanger connecting by bolt or bearing pin, tool-type hanger respectively forms member and becomes standard element by optimal design, makes hanger implementation tool in processing.Meanwhile, hanger respectively forms member can connect into single separate unit at ground spelling by bolt or bearing pin, and then individual unit integral lifting is installed, and the tool of having realized hanger is assembled, improves spelling installation rate and working security.
Can inside and outside track, slide by the pulley on hanger; in the time that constructed wall section changes; hanger can inwardly or outwards slide along track according to changing section; adjust hanger and the distance between body of wall of constructing, improve the applicability that backform or climbing form system change because of Super High vertical structure thickness of wall body.
Accompanying drawing explanation
Accompanying drawing 1 the utility model construction plan;
Accompanying drawing 2 the utility model Construction Arrangement A-A figure;
3 new front views of practicality of accompanying drawing.
Being labeled as in accompanying drawing: 1-framework, 2-rail beam, 3-pulley, 4-vertical rod, the vertical net of 5-, 6-walkway board, 7-turnover panel, 8-connecting rod, 9-backform platform, 10-template connecting rod, 11-template, 12-backform back-up system.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is loaded and unloaded template and is described in further detail for backform system, but not as to any restriction of the present utility model.
As shown in Figures 1 to 3, the tool-type hanger that is applicable to Super High vertical structure construction use of the present utility model is, comprise the framework 2 being formed by vertical rod 4, in framework 2, be provided with from bottom to up 6 walkway boards 6, be provided with turnover panel 7 in walkway board 6 outsides, on 2 of frameworks relative with turnover panel 7, be provided with vertical net 5, and be provided with pulley 3 at vertical rod 4 tops, wherein each pulley 3, vertical rod 4, vertical net 5, walkway board 6, turnover panel 7 is all for becoming approved product, in the time of spelling, be first bolted each vertical rod 4 and form cube structure (framework 2), so by bolt, hanger pulley 3 is connected with vertical rod 4, then will found net 5 is connected in vertical rod 4 by bearing pin, again walkway board 6 is installed in vertical rod 4 by bolt, finally turnover panel 7 use bearing pins are connected on walkway board 6, connecting rod 8 is enclosed within turnover panel 7 both sides, such rack unit completes with regard to spelling.
In the time that the platform of backform or climbing form system is installed, under backform or climb formwork platform 9 times are profound, rail beam 2 is set, after rail beam 2 installations, by the rack unit integral lifting completing at ground spelling, the pulley on rack unit 3 and rail beam 2 are slidably connected.
Embodiment
When concrete enforcement, construction according to the following steps:
One, first according to normal mounting program by 9 installations of backform platform.
Two, at 9 times profound lower attachment rail beams 2 of backform platform.
Three, assembled tool-type hanger on ground, when spelling, first form cube structure (framework 2) by being first bolted each vertical rod 4, so by bolt, hanger pulley 3 is connected with vertical rod 4, then will found net 5 is connected in vertical rod 4 by bearing pin, again walkway board 6 is installed in vertical rod 4 by bolt, finally turnover panel 7 use bearing pins are connected on walkway board 6, connecting rod 8 is enclosed within turnover panel 7 both sides.
Four, lifting device formula hanger, is inserted in rail beam 3 by hanger vertical rod 4 top pulleys 3, pushes along rail beam 3 terminations, and then termination increase stops bolt, single rack unit installation.
Five, by template connecting rod 10 climbing shutterings 11 to specified altitude assignment, the position turnover panel 7 that overlaps with tool-type hanger in template is not opened, all open with the do not overlap turnover panel 7 of position of template, and by connecting rod 8 pull bar 4 is connected by turnover panel 7 and turnover panel 7 both sides.
Six, in use procedure, run into wall section and shrink or become large, can hold hanger vertical rod 4 and pulley 3 link positions by Chain block, pull cucurbit that hanger inwardly or is outwards slided along rail beam 2, until slide into required position.
Claims (3)
1. one kind is applicable to the tool-type hanger that the construction of Super High vertical structure is used, it is characterized in that: comprise the framework (1) being formed by vertical rod (4), in framework (1), be provided with from bottom to up 2～20 walkway boards (6), be provided with turnover panel (7) in walkway board (6) outside, on framework (1) face corresponding with turnover panel (7), be provided with vertical net (5), and be provided with pulley (3) at vertical rod (4) top.
2. be applicable to according to claim 1 the tool-type hanger that the construction of Super High vertical structure is used, it is characterized in that: turnover panel (7) is connected to walkway board (6) outside by the bearing pin that can make turnover panel (7) rotate, and turnover panel (7) both sides are provided with the connecting rod (8) that can be connected with vertical rod (4).
3. be applicable to according to claim 1 the tool-type hanger that Super High vertical structure construction is used, it is characterized in that: between each vertical rod (4), vertical rod (4) all passes through bolt with vertical net (5), vertical rod (4) with pulley (3) with walkway board (6), vertical rod (4) or bearing pin is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320818642.3U CN203603455U (en) | 2013-12-13 | 2013-12-13 | Tool type hanger suitable for construction of vertical structure of super high-rise building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320818642.3U CN203603455U (en) | 2013-12-13 | 2013-12-13 | Tool type hanger suitable for construction of vertical structure of super high-rise building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203603455U true CN203603455U (en) | 2014-05-21 |
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ID=50716135
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320818642.3U Expired - Fee Related CN203603455U (en) | 2013-12-13 | 2013-12-13 | Tool type hanger suitable for construction of vertical structure of super high-rise building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203603455U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649324A (en) * | 2016-03-01 | 2016-06-08 | 中国建筑第八工程局有限公司 | Movable type hanging rack slide beam connecting device |
| CN106869489A (en) * | 2017-03-21 | 2017-06-20 | 中建三局第建设工程有限责任公司 | Super High Core Walls Structure level and vertical synchronous construction top module system and construction method |
| CN107461029A (en) * | 2017-08-25 | 2017-12-12 | 中建五局华东建设有限公司 | A kind of lower drop in beam pouring molding device set based on hydraulic climbing die block system |
| CN108775139A (en) * | 2018-07-03 | 2018-11-09 | 江苏盛浩工程科技有限公司 | A kind of climbing frame bottom pulley formula walkway board |
-
2013
- 2013-12-13 CN CN201320818642.3U patent/CN203603455U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105649324A (en) * | 2016-03-01 | 2016-06-08 | 中国建筑第八工程局有限公司 | Movable type hanging rack slide beam connecting device |
| CN106869489A (en) * | 2017-03-21 | 2017-06-20 | 中建三局第建设工程有限责任公司 | Super High Core Walls Structure level and vertical synchronous construction top module system and construction method |
| CN107461029A (en) * | 2017-08-25 | 2017-12-12 | 中建五局华东建设有限公司 | A kind of lower drop in beam pouring molding device set based on hydraulic climbing die block system |
| CN108775139A (en) * | 2018-07-03 | 2018-11-09 | 江苏盛浩工程科技有限公司 | A kind of climbing frame bottom pulley formula walkway board |
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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: 20140521 Termination date: 20201213 |