CN104164968A - Novel shiftable through-wall (or embedded) type double-point adhering device - Google Patents
Novel shiftable through-wall (or embedded) type double-point adhering device Download PDFInfo
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- CN104164968A CN104164968A CN201310361912.7A CN201310361912A CN104164968A CN 104164968 A CN104164968 A CN 104164968A CN 201310361912 A CN201310361912 A CN 201310361912A CN 104164968 A CN104164968 A CN 104164968A
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Abstract
A novel shiftable through-wall (or embedded) type double-point adhering device is an adhering connection mechanism of a creeping formwork device and a building structure, has the functions of transferring device loads and guiding device creeping. The novel shiftable through-wall (or embedded) type double-point adhering device is composed of a bearing plate (6), a connection pin shaft (7), a positioning pin shaft (8), an adhering base (9), a fixing sleeve (10), nuts (11), through-wall base plates (12) (or embedded base plates (15)), through-wall bolts (13) (or embedded bolts (16)), and through-wall casing pipes (14) (or embedded casing pipes (17) and embedded conical sleeves (18)). The bearing plate (6) is installed on the fixing sleeve (10), and the adhering base (9) is sleeved with the fixing sleeve (10) and penetrates through the through-wall bolts (13) (or the embedded bolts (16)) to be fastened and fixed. As an open hole, allowing the through-wall bolts (13) (or the embedded bolts (16)) to penetrate through, in the adhering base (9) is designed to be in an oblong shape, and the maximum length of the open hole is 60 mm according to intensity requirements, the adhering base (9) can be adjusted on the through-wall bolts (13) (or the embedded bolts (16)), and the adhering base (9) can still be installed and used smoothly when embedment bias exists. The whole adhering device (2) is installed on a building wall (1), a creeping guide rail (3) and a creeping formwork body (5) are installed on the adhering device (2), and therefore the purpose of adhesion of the creeping formwork device is achieved.
Description
Technical field
The technology of the present invention belongs to the attaching creeping formwork technical field of using in construction of super highrise building.
Background technology
At present domestic and international super highrise building main structure construction process, mostly adopt creeping formwork equipment, this equipment is attached to fixed on support body and lifting rail in building structure by attachment device, and climb along attachment device, therefore, attachment device is creeping formwork equipment and the core that is connected of building structure, has the effect that transmission equipment load, guide device are climbed.Creeping formwork attachment device adopts single-point to adhere to both at home and abroad at present, (or pre-buried) through walls bolt embedment is in body of wall, its position is fixed, this degree of accuracy to pre-buried position has very high requirement, while be there is to displacement in the impact of (or pre-buried) through walls bolt when pre-buried position is inaccurate or walls concrete pours into a mould, be difficult to reset, thereby cause support body not install and to climb; Equally structure generation variable cross-section or structural section this during as curved surface, guarantee the also very bad control of the degree of accuracy of pre-buried position, often to construction, bring puzzlement, strengthened construction operation difficulty.In addition, along with the increase of construction of super highrise building height, from high-altitude blast, creeping formwork support body impact force is strengthened, single-point attachment device supporting capacity is limited, has certain potential safety hazard.
Summary of the invention
The object of patent of the present invention is the various problems existing for creeping formwork equipment attachment device in existing high level, construction of super highrise building process, design a kind of attachment position and can regulate, adhere to the novel attachment mechanism that bearing capacity is strong, this mechanism comprises wall-penetrating type, two kinds of forms of pre-buried type, is respectively used to thickness of wall body and is no more than one meter, surpasses in the building structure attaching process of a meter.Primary structure by force bearing plate, adhere to seat, fixed cover, (or pre-buried) through walls bolt group, alignment pin, connection bearing pin and form.This device is in installing and using, can carry out position adjustments upper and lower, the maximum 60mm in left and right, and this device employing two point adheres to, supporting capacity is the double of existing creeping formwork adhesive ability, can guarantee that creeping formwork is quick, be easy to install and use, guarantee that superaltitude support body adheres to load bearing requirements.
This patent solves the technical scheme that its technical problem adopts: novel being shifted (or pre-buried) through walls formula two point attachment device by force bearing plate, adhere to seat, fixed cover, (or pre-buried) through walls bolt group (two covers), alignment pin, connection bearing pin and form.(or pre-buried) through walls bolt (two) is embedded in building structure body of wall, one end puts (or pre-buried) through walls, and backing plate is also tightened with nut and body of wall, the other end puts and adheres to seat and use nut screwing clamping, and, pre-embedded bolt when thickness of wall body surpasses one meter, through-wall bolt when thickness of wall body is no more than a meter; Adhering to seat is the group welding piece that steel plate forms, be horn mouth shape, for counter pulling out, be connected and fixed cover, thereby guarantee that fixed cover does not come off, adhere to and on seat, open diplopore, be Long Circle, for through (or pre-buried) through walls bolt, and Long Circle hole can make to adhere to seat regulate installation site on (or pre-buried) through walls bolt; Fixed cover is also the group welding piece that steel plate forms, and structure is ear outer contour shape, be enclosed within and adhere to seat above, and bearing guide rail and support body; Force bearing plate is arranged on fixed cover by connecting bearing pin, and guide rail hangs on force bearing plate.
The beneficial effect of patent of the present invention is, novel (or pre-buried) the through walls formula that the is shifted two point attachment device of upper and lower three cover can meet one group of support body seat in the plane of creeping formwork, in the building structure construction of different floor heights, adhere to requirement, there is the function that large, the pre-buried position of supporting capacity can regulate, construction operation simple, can be repeatedly used, rational in infrastructure, good economy performance; This attachment device can meet body of wall variable cross-section and adhere to requirement, and building structure is not used to restriction, and versatility is good.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention will be further described.
Fig. 1 is that wall-penetrating type of the present invention adheres to schematic diagram.
Fig. 2 is that pre-buried type of the present invention adheres to schematic diagram.
Fig. 3 is wall-penetrating type attachment device organigram of the present invention.
Fig. 4 is embedded adhering device organigram of the present invention.
In figure, sequence number is: 1. construction wall 2. attachment device 3. lifting rail 4. plate 5. creeping formwork support body 6. force bearing plates 7. connect bearing pin 8. alignment pin 9. and adhere to seat 10. fixed cover 11. nuts (two) 12. backing plates through walls (two) 13. through-wall bolts (two) 14. wall bushings (two) 15. pre-buried backing plates (two) 16. pre-embedded bolts (two) 17. service sleeves (two) 18. pre-buried tapered sleeves (two)
The specific embodiment
With reference to accompanying drawing 1,2, it is as follows that the present invention adheres to operating principle: attachment device (2) is attached to fixed in construction wall (1), lifting rail (3) directly seat is upper at attachment device (2), and creeping formwork support body (5) is fixed on attachment device (2) by plate (4).
With reference to accompanying drawing 3, attachment device (2) (wall-penetrating type) by force bearing plate (6), connect bearing pin (7), alignment pin (8), adhere to seat (9), a fixed cover (10), nut (11), backing plate through walls (12), through-wall bolt (13), wall bushing (14) form.It is upper that force bearing plate (6) is arranged on fixed cover (10), and fixed cover (10) is enclosed within and adheres to seat (9) above, adheres to seat (9) and is tightened on through-wall bolt (13).
With reference to accompanying drawing 4, attachment device (2) (pre-buried type) by force bearing plate (6), connect bearing pin (7), alignment pin (8), adhere to seat (9), a fixed cover (10), nut (11), pre-buried backing plate (15), pre-embedded bolt (16), service sleeve (17), pre-buried tapered sleeve (18) form.It is upper that force bearing plate (6) is arranged on fixed cover (10), and fixed cover (10) is enclosed within and adheres to seat (9) above, adheres to seat (9) and is tightened on pre-embedded bolt (16).
With reference to accompanying drawing 1, 3, it is as follows that the wall-penetrating type two point attachment device that can be shifted is installed and used process: first, pre-buried two wall bushings (14) in construction wall (1), cast wall concrete, when concrete strength reaches 10Mpa (being enough hard can bearing while adhering to bearing capacity of concrete), two through-wall bolts (13) are passed to wall bushing (14), a side (climbing form frame body is not installed) at through-wall bolt (13) is installed backing plate through walls (12) fastening nut (11), at the opposite side (creeping formwork support body is installed) of through-wall bolt (13), install and adhere to seat (9) fastening nut (11), adhering to the upper alignment pin (8) of installing of seat (9), put fixed cover (10) on (9) and by alignment pin (8), fixed cover (10) is located adhering to seat, by connecting bearing pin (7), fixed cover (10) and force bearing plate (6) are linked together.Finally having formed fixed cover (10), attached wall seat (9), through-wall bolt (13) is arranged on construction wall (1), lifting rail (3) seat is upper at fixed cover (10), and creeping formwork support body (5) hangs over the syndeton form on fixed cover (10).Owing to adhering to the upper perforate through through-wall bolt (13) of seat (9), it is Long Circle, according to requirement of strength perforate length, be 60mm to the maximum, therefore adhering to seat (9) can regulate at the enterprising line position of through-wall bolt (13), thereby adhere to seat (9) while guaranteeing to occur pre-buried deviation, still can install and use smoothly.
With reference to accompanying drawing 2, 4, it is as follows that the pre-buried type two point attachment device that can be shifted is installed and used process: first, two pre-buried backing plates (15) are welded on two pre-embedded bolts (16), on two pre-embedded bolts (16), put two service sleeves (17), two the pre-buried tapered sleeves (18) of finally screwing on two service sleeves (17), the a whole set of pre-embedded device assembling is pre-buried good in construction wall (1), cast wall concrete, when concrete strength reaches 10Mpa (being enough hard can bearing while adhering to bearing capacity of concrete), in a side (creeping formwork support body is installed) of pre-embedded bolt (16), install and adhere to seat (9) fastening nut (11), adhering to the upper alignment pin (8) of installing of seat (9), put fixed cover (10) on (9) and by alignment pin (8), fixed cover (10) is located adhering to seat, by connecting bearing pin (7), fixed cover (10) and force bearing plate (6) are linked together.Finally having formed fixed cover (10), attached wall seat (9), pre-embedded bolt (16) is arranged on construction wall (1), lifting rail (3) seat is upper at fixed cover (10), and creeping formwork support body (5) hangs over the syndeton form on fixed cover (10).Owing to adhering to the upper perforate through pre-embedded bolt (16) of seat (9), it is Long Circle, according to requirement of strength perforate length, be 60mm to the maximum, therefore adhering to seat (9) can regulate at the enterprising line position of pre-embedded bolt (16), thereby adhere to seat (9) while guaranteeing to occur pre-buried deviation, still can install and use smoothly.
The present invention constructs novelty, practical, repeat usage is high, has simple to operate, economical and practical and safe and reliable technical characterstic and handling characteristics.
Claims (7)
1. novel (or pre-buried) the through walls formula that is shifted two point attachment device, for creeping formwork equipment construction operation, there is transmission equipment load, the effect that guide device climbs, by force bearing plate (6), connect bearing pin (7), alignment pin (8), adhere to seat (9), fixed cover (10), nut (11), backing plate through walls (12) (or pre-buried backing plate (15)), through-wall bolt (13) (or pre-embedded bolt (16)), wall bushing (14) (or service sleeve (17), pre-buried vertebra cover (18)) form, it is characterized in that: force bearing plate (6) is arranged on fixed cover (10), fixed cover (10) is enclosed within and adheres on seat (9), adhere to seat (9) through through-wall bolt (13) (or pre-embedded bolt (16)) and tighten fixing.It is upper that whole attachment device (2) is arranged on construction wall (1), and lifting rail (3) and creeping formwork support body (5) are arranged on attachment device (2).
2. (or pre-buried) through walls formula two point attachment device that is shifted according to claim 1, it is characterized in that: adhere to the upper perforate through through-wall bolt (13) (or pre-embedded bolt (16)) of seat (9) and be designed to Long Circle, and be 60mm to the maximum according to requirement of strength perforate length, therefore adhering to seat (9) can regulate at the enterprising line position of through-wall bolt (13) (or pre-embedded bolt (16)), thereby adhere to seat (9) while guaranteeing to occur pre-buried deviation, still can install and use smoothly.
3. (or pre-buried) through walls formula two point attachment device that is shifted according to claim 1, is characterized in that: force bearing plate (6) is connected with fixed cover (10) by connecting bearing pin (7).
4. (or pre-buried) through walls formula two point attachment device that is shifted according to claim 1, is characterized in that: fixed cover (10) is enclosed within and adheres to seat (9) above, and by alignment pin (8) location.
5. the wall-penetrating type two point attachment device that is shifted according to claim 1, is characterized in that: wall bushing (14) is embedded in body of wall in advance, pours after walls concrete, then backing plate through walls (12), through-wall bolt (13) are installed.
6. the pre-buried type two point attachment device that is shifted according to claim 1, it is characterized in that: after pre-buried backing plate (15), pre-embedded bolt (16), service sleeve (17), pre-buried vertebra cover (18) assemble in advance, integral built-in is in body of wall again, and cast wall concrete.
7. (or pre-buried) through walls formula two point attachment device that is shifted according to claim 1, it is characterized in that: nut (11), backing plate through walls (12) (or pre-buried backing plate (15)), through-wall bolt (13) (or pre-embedded bolt (16)), wall bushing (14) (or service sleeve (17), pre-buried vertebra cover (18)) are two groups, form two point pre-buried.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310361912.7A CN104164968A (en) | 2013-08-20 | 2013-08-20 | Novel shiftable through-wall (or embedded) type double-point adhering device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310361912.7A CN104164968A (en) | 2013-08-20 | 2013-08-20 | Novel shiftable through-wall (or embedded) type double-point adhering device |
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| CN104164968A true CN104164968A (en) | 2014-11-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310361912.7A Pending CN104164968A (en) | 2013-08-20 | 2013-08-20 | Novel shiftable through-wall (or embedded) type double-point adhering device |
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| CN (1) | CN104164968A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320698A (en) * | 2015-07-10 | 2017-01-11 | 上海宝冶集团有限公司 | Rotary wall attaching device for high-rise building hydraulic climbing formwork construction |
| CN107514133A (en) * | 2017-09-01 | 2017-12-26 | 孔金河 | Concreting body creeping formwork guide type shoe and climbing form method |
| CN109235873A (en) * | 2018-10-08 | 2019-01-18 | 中国建筑第八工程局有限公司 | Can seperated detachable creeping formwork wall-attaching equipment and its installation correcting construction method |
| CN110552498A (en) * | 2019-09-02 | 2019-12-10 | 北京市建筑工程研究院有限责任公司 | Vertical pre-buried fixed creeping formwork support body auxiliary stay structure |
| CN110552499A (en) * | 2019-09-02 | 2019-12-10 | 北京市建筑工程研究院有限责任公司 | Transversely pre-buried fixed creeping formwork support body auxiliary stay structure |
| CN112647703A (en) * | 2020-12-26 | 2021-04-13 | 中国建筑第五工程局有限公司 | Temporary bearing device installed on wall and hydraulic climbing frame support with same |
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| EP0839975A1 (en) * | 1996-10-30 | 1998-05-06 | Dimos, Société Anonyme | Anchor arrangement |
| CN2719998Y (en) * | 2004-08-19 | 2005-08-24 | 武汉港湾工程设计研究院 | Climbing device of hydraulic automatic climbing imitation system |
| CN2823427Y (en) * | 2005-08-18 | 2006-10-04 | 北京市建筑工程研究院 | Reusable attaching device for fixing attached lift scaffold to wall |
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| EP0839975A1 (en) * | 1996-10-30 | 1998-05-06 | Dimos, Société Anonyme | Anchor arrangement |
| CN2719998Y (en) * | 2004-08-19 | 2005-08-24 | 武汉港湾工程设计研究院 | Climbing device of hydraulic automatic climbing imitation system |
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320698A (en) * | 2015-07-10 | 2017-01-11 | 上海宝冶集团有限公司 | Rotary wall attaching device for high-rise building hydraulic climbing formwork construction |
| CN106320698B (en) * | 2015-07-10 | 2018-12-14 | 上海宝冶集团有限公司 | The rotatable wall-attaching equipment of skyscraper hydraulic climbing mould construction |
| CN107514133A (en) * | 2017-09-01 | 2017-12-26 | 孔金河 | Concreting body creeping formwork guide type shoe and climbing form method |
| CN107514133B (en) * | 2017-09-01 | 2019-09-06 | 宜昌皓月建设工程有限公司 | Concreting body creeping formwork guide type shoe and climbing form method |
| CN109235873A (en) * | 2018-10-08 | 2019-01-18 | 中国建筑第八工程局有限公司 | Can seperated detachable creeping formwork wall-attaching equipment and its installation correcting construction method |
| CN110552498A (en) * | 2019-09-02 | 2019-12-10 | 北京市建筑工程研究院有限责任公司 | Vertical pre-buried fixed creeping formwork support body auxiliary stay structure |
| CN110552499A (en) * | 2019-09-02 | 2019-12-10 | 北京市建筑工程研究院有限责任公司 | Transversely pre-buried fixed creeping formwork support body auxiliary stay structure |
| CN112647703A (en) * | 2020-12-26 | 2021-04-13 | 中国建筑第五工程局有限公司 | Temporary bearing device installed on wall and hydraulic climbing frame support with same |
| CN112647703B (en) * | 2020-12-26 | 2024-05-14 | 中国建筑第五工程局有限公司 | Hydraulic climbing frame support installed on wall |
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