CN106320698A - Rotary wall attaching device for high-rise building hydraulic climbing formwork construction - Google Patents
Rotary wall attaching device for high-rise building hydraulic climbing formwork construction Download PDFInfo
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- CN106320698A CN106320698A CN201510402568.0A CN201510402568A CN106320698A CN 106320698 A CN106320698 A CN 106320698A CN 201510402568 A CN201510402568 A CN 201510402568A CN 106320698 A CN106320698 A CN 106320698A
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- Prior art keywords
- flange plate
- cone
- concrete
- suspender
- hole
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- 230000002493 climbing Effects 0.000 title claims abstract description 29
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 238000009415 formwork Methods 0.000 title abstract description 7
- 230000000694 effects Effects 0.000 abstract description 2
- 239000000725 suspension Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
Abstract
The invention relates to a rotary wall attaching device for high-rise building hydraulic climbing formwork construction. An anchor rod and a climbing cone are connected perpendicularly and embedded in a concrete wall. A web of a C-shaped box is attached to the concrete wall and provided with a round hole. One end of a cone bolt is arranged in the climbing cone, and the other end of the cone bolt extends out from one side of the concrete wall and penetrates into the round hole in the web. An upper flange plate and a lower flange plate of the C-shaped box are provided with holes correspondingly. An upper flange plate and a lower flange plate are arranged on the back face of a hanging part and are provided with holes correspondingly. The holes in the upper flange plate and the lower flange plate of the C-shaped box and the holes in the upper flange plate and the lower flange plate of the hanging part are aligned with one another and then connected through high-strength bolts. Two vertical plates are arranged on the two sides of the front face of the hanging part. A transverse plate is connected between the vertical plates. A baffle is connected to the inner side of each vertical plate and is located on the front portion of the transverse plate. The rotary wall attaching device can be arranged along with the wall plane change angle, and the effect that a hanging boot is installed and located according to any angle is ensured.
Description
Technical field
The present invention relates to the rotatable wall-attaching equipment of a kind of wall-attaching equipment, specifically skyscraper hydraulic climbing mould construction.
Background technology
During construction of super highrise building, shear wall structure hydraulic climbing mould construction is a relatively advanced construction method, it refers to pre-buried cone of climbing in body of wall, and during hydraulic self-creeping formwork construction, the climbing frame of climbing form system supports each other with guide rail, mutually jacking, template is in place with climbing frame, and relies on climbing frame to operate, i.e. guide rail relies on the hydraulic system being attached on climbing frame to promote, being connected with top climbing frame suspender after putting in place, climbing frame is then climbed along guide rail by jack-up hydraulic ram with template system.The most just achieve the positioning operation that climbs of climbing frame and template, form the circulation of shear wall body each layer working procedure.Total is only by a hydraulic slip form assembled, the advantages such as concrete keeps continuous placing, and speed of application is fast, can avoid construction joint, has saving material and labour, reduces labor intensity, and reduces construction cost, construction safety.In hydraulic climbing mould construction, the most key is to need in body of wall installing wall-attaching equipment to support whole hydraulic climbing system.
Known a kind of process the technique of angle position climbing formwork for construction between specific body of wall and be to increase prolongation suspension boot, make suspension boot shape have a certain degree by being welded with wedge shape bloom.
Along with high building structure change is increasingly sophisticated, plane occurs in that many irregular changes, no longer it is arranged vertically between some Core Walls Structure body of wall, but there is certain angle change, when carrying out climbing formwork for construction, when installing creeping formwork support body, if the most vertical body of wall of suspension boot is installed, the assembly of creeping formwork support body and the template that then can affect body of wall corner move back modulo operation, use and extend suspension boot, the method making suspension boot shape have a certain degree by being welded with wedge shape bloom is only applicable to the operating mode of special angle, use cannot be had enough to meet the need after adding brave molding, high-temperature process also can affect structural behaviour simultaneously.It is thus desirable to propose angle can be adapted to the wall-attaching equipment that different corner body of wall climbs.
Summary of the invention
It is contemplated that overcome the defect of prior art, it is provided that the rotatable wall-attaching equipment of a kind of skyscraper hydraulic climbing mould construction, can arrange with wall plane angle changing, it is ensured that suspension boot installs location according to arbitrarily angled.
In order to solve above-mentioned technical problem, the present invention is achieved in that
A kind of rotatable wall-attaching equipment of skyscraper hydraulic climbing mould construction, it is characterized in that: it includes c-type case, suspender, high-strength bolt, anchor pole, climbs cone, cone bolt and concrete wall, anchor pole and climb and vertically connect between cone and be embedded in concrete walls body；The web of c-type case and concrete wall are fitted, and web has circular hole, and cone bolt one end is located at and is climbed in cone, the other end stretch out from concrete wall side and penetrate web circular hole in, on the top flange plate of c-type case and bottom wing listrium, correspondence has hole；The back side of suspender be provided with top flange plate and bottom wing listrium and respectively correspondence have hole, connected by high-strength bolt after hole alignment on hole on c-type case top flange plate and bottom wing listrium and suspender top flange plate and bottom wing listrium, the both sides in suspender front are provided with two pieces of risers, one piece of transverse slat is connected between riser, connecting one piece of baffle plate inside two pieces of risers respectively, it is anterior that this baffle plate is positioned at transverse slat.
The rotatable wall-attaching equipment of described skyscraper hydraulic climbing mould construction, it is characterised in that: also including guide rail, guide rail is located between transverse slat and two pieces of baffle plates.
The rotatable wall-attaching equipment of described skyscraper hydraulic climbing mould construction, it is characterised in that: also include the support body that climbs, described in climb support body by hook hook on two pieces of risers.
The invention has the beneficial effects as follows: can arrange with wall plane angle changing, it is ensured that suspension boot installs location according to arbitrarily angled；Can dismantle assembling, turnover uses, cost-effective, puts into utilization rate high, environmental protection.
The mode making the paired c-type case with the flange plate up and down of perforate and suspender to be bolted is fixed together, dismounting simple and convenient assembly, support body entirety of climbing is supported by suspender, suspender is forced through high-strength bolt and passes to c-type case, and high-strength bolt is primarily subjected to horizontal pull and vertical bearing capacity.Suspender can rotate freely, position and fixing.The angular range that suspender rotates can determine according to plane space.When the support body crossbeam that climbs is by the wall connecting of different directions, suspender is the most restrained at the degree of freedom of Plane Rotation, can realize overall fixing purpose.
Accompanying drawing explanation
The present invention is described in further detail with embodiment below in conjunction with the accompanying drawings:
Fig. 1 is the structural representation of the present invention.
Fig. 2 is the structural representation of the main apparent direction of c-type case.
Fig. 3 is the structural representation of the main apparent direction of suspender.
Fig. 4 is c-type case and the structural representation overlooking direction of suspender connection.
Detailed description of the invention
As Figure 1-4: the rotatable wall-attaching equipment of a kind of skyscraper hydraulic climbing mould construction, it includes c-type case 1, suspender 2, high-strength bolt 3, anchor pole 41, climbs cone 42, cone bolt 5, concrete wall 6, guide rail and the support body that climbs, anchor pole and climb and vertically connect between cone and be embedded in concrete walls body；The web of c-type case and concrete wall are fitted, and web has circular hole, and cone bolt one end is located at and is climbed in cone, the other end stretch out from concrete wall side and penetrate web circular hole in, on the top flange plate of c-type case and bottom wing listrium, correspondence has hole；The back side of suspender be provided with top flange plate and bottom wing listrium and respectively correspondence have hole, suspender is adjusted according to different angles after hole alignment on hole on c-type case top flange plate and bottom wing listrium and suspender top flange plate and bottom wing listrium, and installation high-strength bolt in place, the both sides in suspender front are provided with two pieces of risers 7, one piece of transverse slat 8 is connected between riser, connecting one piece of baffle plate 9 inside two pieces of risers respectively, it is anterior that this baffle plate is positioned at transverse slat；Guide rail is located between transverse slat and two pieces of baffle plates；The described support body that climbs is hooked on two pieces of risers by hook.
Claims (3)
1. the rotatable wall-attaching equipment of a skyscraper hydraulic climbing mould construction, it is characterized in that: it includes c-type case, suspender, high-strength bolt, anchor pole, climbs cone, cone bolt and concrete wall, anchor pole and climb and vertically connect between cone and be embedded in concrete walls body；The web of c-type case and concrete wall are fitted, and web has circular hole, and cone bolt one end is located at and is climbed in cone, the other end stretch out from concrete wall side and penetrate web circular hole in, on the top flange plate of c-type case and bottom wing listrium, correspondence has hole；The back side of suspender be provided with top flange plate and bottom wing listrium and respectively correspondence have hole, connected by high-strength bolt after hole alignment on hole on c-type case top flange plate and bottom wing listrium and suspender top flange plate and bottom wing listrium, the both sides in suspender front are provided with two pieces of risers, one piece of transverse slat is connected between riser, connecting one piece of baffle plate inside two pieces of risers respectively, it is anterior that this baffle plate is positioned at transverse slat.
The rotatable wall-attaching equipment of skyscraper hydraulic climbing mould construction the most according to claim 1, it is characterised in that: also including guide rail, guide rail is located between transverse slat and two pieces of baffle plates.
The rotatable wall-attaching equipment of skyscraper hydraulic climbing mould construction the most according to claim 2, it is characterised in that: also include the support body that climbs, described in climb support body by hook hook on two pieces of risers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510402568.0A CN106320698B (en) | 2015-07-10 | 2015-07-10 | The rotatable wall-attaching equipment of skyscraper hydraulic climbing mould construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510402568.0A CN106320698B (en) | 2015-07-10 | 2015-07-10 | The rotatable wall-attaching equipment of skyscraper hydraulic climbing mould construction |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106320698A true CN106320698A (en) | 2017-01-11 |
| CN106320698B CN106320698B (en) | 2018-12-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510402568.0A CN106320698B (en) | 2015-07-10 | 2015-07-10 | The rotatable wall-attaching equipment of skyscraper hydraulic climbing mould construction |
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| CN (1) | CN106320698B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110255339A (en) * | 2019-06-03 | 2019-09-20 | 中铁大桥局集团有限公司 | Method for fixing the device and fixed elevator attached wall of elevator attached wall |
Citations (5)
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|---|---|---|---|---|
| KR100746552B1 (en) * | 2007-03-06 | 2007-08-06 | (주)세건이엔지 | The unit to climb building |
| CN102900022A (en) * | 2012-10-22 | 2013-01-30 | 中铁十局集团有限公司 | Hydraulic climbing formwork construction method for leaning tower of cable-stayed bridge |
| CN104131703A (en) * | 2014-05-16 | 2014-11-05 | 中国建筑第四工程局有限公司 | Method for constructing core tube wall through self-climbing formwork and adopted self-climbing formwork |
| CN104164968A (en) * | 2013-08-20 | 2014-11-26 | 北京市建筑工程研究院有限责任公司 | Novel shiftable through-wall (or embedded) type double-point adhering device |
| CN204899203U (en) * | 2015-07-10 | 2015-12-23 | 上海宝冶集团有限公司 | High -rise building hydraulic pressure creeping formwork construction rotatable attaches wall device |
-
2015
- 2015-07-10 CN CN201510402568.0A patent/CN106320698B/en active IP Right Grant
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100746552B1 (en) * | 2007-03-06 | 2007-08-06 | (주)세건이엔지 | The unit to climb building |
| CN102900022A (en) * | 2012-10-22 | 2013-01-30 | 中铁十局集团有限公司 | Hydraulic climbing formwork construction method for leaning tower of cable-stayed bridge |
| CN104164968A (en) * | 2013-08-20 | 2014-11-26 | 北京市建筑工程研究院有限责任公司 | Novel shiftable through-wall (or embedded) type double-point adhering device |
| CN104131703A (en) * | 2014-05-16 | 2014-11-05 | 中国建筑第四工程局有限公司 | Method for constructing core tube wall through self-climbing formwork and adopted self-climbing formwork |
| CN204899203U (en) * | 2015-07-10 | 2015-12-23 | 上海宝冶集团有限公司 | High -rise building hydraulic pressure creeping formwork construction rotatable attaches wall device |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110255339A (en) * | 2019-06-03 | 2019-09-20 | 中铁大桥局集团有限公司 | Method for fixing the device and fixed elevator attached wall of elevator attached wall |
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| Publication number | Publication date |
|---|---|
| CN106320698B (en) | 2018-12-14 |
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