CN105569326A - Handling frame without support and exterior wall construction method thereof - Google Patents

Handling frame without support and exterior wall construction method thereof Download PDF

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Publication number
CN105569326A
CN105569326A CN201510113541.XA CN201510113541A CN105569326A CN 105569326 A CN105569326 A CN 105569326A CN 201510113541 A CN201510113541 A CN 201510113541A CN 105569326 A CN105569326 A CN 105569326A
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CN
China
Prior art keywords
montant
cantilever beams
horizontal shore
operation frame
support operation
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201510113541.XA
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Chinese (zh)
Inventor
陈芮
刘岗
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China Construction Fourth Engineering Division Corp Ltd
Original Assignee
China Construction Fourth Engineering Division Corp Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China Construction Fourth Engineering Division Corp Ltd filed Critical China Construction Fourth Engineering Division Corp Ltd
Priority to CN201510113541.XA priority Critical patent/CN105569326A/en
Publication of CN105569326A publication Critical patent/CN105569326A/en
Pending legal-status Critical Current

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Abstract

The invention provides an exterior wall construction method of a handling frame without a support. The method comprises: after a building main body structure is completed, when a special layer exterior wall is constructed, arranging a cantilever beam on the floor bottom of the upper story of the floor, fixedly placing a horizontal support beam on the cantilever beam and the horizontal support beam being vertical to the cantilever beam, vertical rods vertically passing through the horizontal support beam, and the end of the vertical rod being fixed with the horizontal support beam, and arranging a horizontal connecting rod between the vertical rods, to make the vertical rods connect in an integrated body. Through arranging the cantilever beam on the floor bottom of the upper story of the construction floor, the cantilever beam is used as a load-carrying support, and the handling frame is arranged under the cantilever beam, and the handling frame and the cantilever beam are movably connected, so as to greatly reduce construction processes and difficulty, and reduce construction cost. The handling frame is simple in structure and principle, and convenient in operation, and has very good practicability and realistic value.

Description

A kind of without support operation frame and external wall construction method thereof
Technical field
The present invention relates to a kind of without support operation frame and external wall construction method thereof, belong to building operations construction technique field.
Background technology
In conventional outer wall brick construction method, all need to set up support, scaffold is constructed to provide operating surface, if but when only carrying out decoration of exterior wall to certain one deck, then scaffold need be set up to this layer from one deck, like this by built cost certain for waste.
Summary of the invention
The object of the invention is: for the defect of prior art, provide one one kinds without support operation frame and external wall construction method thereof, can realize fast constructing to certain floor exterior wall, convenient and swift, with low cost, to overcome the deficiencies in the prior art.
Technical scheme of the present invention
A kind of external wall construction method without support operation frame, after completing major structure of construction, when constructing to certain certain layer exterior wall, adopt and Cantilever Beams is set at the bottom of the next level of this layer, horizontal shore fixed placement is vertical with Cantilever Beams on Cantilever Beams, montant passes vertically through horizontal shore and montant termination and horizontal shore are fixed, and arranges waling stripe montant is connected for overall between montant.
Aforesaidly a kind ofly between Cantilever Beams external part and last layer roof, arrange reverse wire rope without in the external wall construction method of support operation frame, reverse wire rope and Cantilever Beams external part form obtuse angle.
Aforesaid a kind of without in the external wall construction method of support operation frame, the upper end of this montant is helicitic texture, and high strength nut coordinates with montant upper end and nut and horizontal shore clamp mutually, arranges safety net in montant periphery.
A kind of without support operation frame, comprise Cantilever Beams, horizontal shore fixed placement is vertical with Cantilever Beams on Cantilever Beams, and montant passes vertically through horizontal shore and montant termination and horizontal shore are fixed, and arranges waling stripe montant is connected for overall between montant.
Aforesaid a kind of without in support operation frame, between Cantilever Beams external part and last layer roof, arrange reverse wire rope, reverse wire rope and Cantilever Beams external part form obtuse angle, by arranging reverse wire rope, greatly can alleviate the stress of Cantilever Beams, ensure its safety.
Aforesaid a kind of without in support operation frame, the upper end of montant is helicitic texture, high strength nut coordinates with montant upper end and nut and horizontal shore clamp mutually, this structure design is both ensureing under montant and horizontal shore bonding strength, the buffering in certain limit can be tested again, especially, on high-rise building, when the execution conditions of outside are poor (as wind speed), the rigid impact of this support operation frame to outside can be greatly reduced.
Aforesaid a kind of without in support operation frame, in montant periphery, safety net is set.
Owing to have employed technique scheme, compared with prior art, the present invention arranges Cantilever Beams at the bottom of the next level of construction layer, is stressed support with Cantilever Beams, setting operation frame below Cantilever Beams, handling frame is flexibly connected with Cantilever Beams, thus greatly reduce working procedure and difficulty, decrease construction cost, structural principle of the present invention is simple, easy to operate, there is good practicality and realistic price.
Accompanying drawing explanation
Accompanying drawing 1 is structural front view of the present invention;
Accompanying drawing 2 is structure side views of the present invention;
Accompanying drawing 3 is structure top views of the present invention;
Accompanying drawing 4 is installation site schematic diagrames of wire rope in the present invention.
Detailed description of the invention
Below in conjunction with accompanying drawing to the present invention with being described in further detail, but not as any limitation of the invention.
Embodiments of the invention: a kind of external wall construction method without support operation frame, after completing major structure of construction, when constructing to certain certain layer exterior wall, adopt and Cantilever Beams is set at the bottom of the next level of this layer, horizontal shore fixed placement is vertical with Cantilever Beams on Cantilever Beams, montant passes vertically through horizontal shore and montant termination and horizontal shore are fixed, and arranges waling stripe montant is connected for overall between montant.
Wherein reverse wire rope is set between Cantilever Beams external part and last layer roof, reverse wire rope and Cantilever Beams external part form obtuse angle, the upper end of this montant is helicitic texture, and high strength nut coordinates with montant upper end and nut and horizontal shore clamp mutually, arranges safety net in montant periphery.
One constructed by said method is without support operation frame, as shown in drawings, comprise Cantilever Beams 1, reverse wire rope 5 is set between Cantilever Beams 1 external part and last layer roof 9, reverse wire rope 5 forms obtuse angle with Cantilever Beams 1 external part, horizontal shore 2 fixed placement is vertical with Cantilever Beams 1 on Cantilever Beams 1, montant 3 passes vertically through horizontal shore 2 and montant 3 termination and horizontal shore 2 are fixed, between montant 3, arrange waling stripe 4 makes montant 3 connect for overall, the upper end of this montant 3 is helicitic texture, high strength nut 6 coordinates with montant 3 upper end and nut 6 and horizontal shore 2 clamp mutually, in montant 3 periphery, safety net 7 is set.
During concrete use operation, first installation Cantilever Beams is set at the bottom of the next level of belt construction layer 8, horizontal shore is fixed on Cantilever Beams, montant and connecting rod integral manufacturing on bottom surface, then the montant Integral lifting that crane will connect is adopted, when the termination, top of montant is through horizontal shore, nut is adopted to screw on and nut and horizontal shore have been held out against.
The foregoing is only preferred embodiments of the present invention, be not intended to limit protection scope of the present invention, all any amendments done within the spirit and principles in the present invention are equivalent to be replaced and improves, and all should be included within protection scope of the present invention.

Claims (7)

1. the external wall construction method without support operation frame, it is characterized in that: after completing major structure of construction, when constructing to certain certain layer exterior wall, adopt and Cantilever Beams is set at the bottom of the next level of this layer, horizontal shore fixed placement is vertical with Cantilever Beams on Cantilever Beams, montant passes vertically through horizontal shore and montant termination and horizontal shore are fixed, and arranges waling stripe montant is connected for overall between montant.
2. a kind of external wall construction method without support operation frame according to claim 1, it is characterized in that: between Cantilever Beams external part and last layer roof, arrange reverse wire rope, reverse wire rope and Cantilever Beams external part form obtuse angle.
3. a kind of external wall construction method without support operation frame according to claim 1, it is characterized in that: the upper end of this montant is helicitic texture, high strength nut coordinates with montant upper end and nut and horizontal shore clamp mutually, arranges safety net in montant periphery.
4. one kind without support operation frame, comprise Cantilever Beams (1), it is characterized in that: horizontal shore (2) fixed placement is upper and vertical with Cantilever Beams (1) at Cantilever Beams (1), montant (3) passes vertically through horizontal shore (2) and montant (3) termination and horizontal shore (2) are fixed, and arranges waling stripe (4) montant (3) is connected for overall between montant (3).
5. one according to claim 4 is without support operation frame, it is characterized in that: between Cantilever Beams (1) external part and last layer roof, arrange reverse wire rope (5), and reverse wire rope (5) and Cantilever Beams (1) external part form obtuse angle.
6. one according to claim 4 is without support operation frame, it is characterized in that: the upper end of montant (3) is helicitic texture, and high strength nut (6) coordinates with montant (3) upper end and nut (6) and horizontal shore (2) clamp mutually.
7. according to claim 4 a kind of without support operation frame, it is characterized in that: in montant (3) periphery, safety net (7) is set.
CN201510113541.XA 2015-03-16 2015-03-16 Handling frame without support and exterior wall construction method thereof Pending CN105569326A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510113541.XA CN105569326A (en) 2015-03-16 2015-03-16 Handling frame without support and exterior wall construction method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201510113541.XA CN105569326A (en) 2015-03-16 2015-03-16 Handling frame without support and exterior wall construction method thereof

Publications (1)

Publication Number Publication Date
CN105569326A true CN105569326A (en) 2016-05-11

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CN (1) CN105569326A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106013450A (en) * 2016-07-14 2016-10-12 中国建筑第八工程局有限公司 Core tube skip-floor construction method

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1217411A (en) * 1998-11-10 1999-05-26 万剑啸 Two-dimension suspension scaffold
CN201065638Y (en) * 2007-07-23 2008-05-28 北京住总集团有限责任公司 Suspended steel structure lower hanging handling frame
CN201339320Y (en) * 2008-12-25 2009-11-04 中建三局第三建设工程有限责任公司 High-altitude overhanging hanging reinforced concrete hanging bracket
CN101845883A (en) * 2010-06-04 2010-09-29 刘玉伟 Climbing scaffold system and construction method
CN201598833U (en) * 2010-01-25 2010-10-06 江苏双楼建设集团有限公司 Fully-assembled steel construction platform with adjustable size
CN202164811U (en) * 2011-05-13 2012-03-14 中国建筑第八工程局有限公司 Bracket for cantilever scaffold
CN102877637A (en) * 2012-09-29 2013-01-16 深圳市建工集团股份有限公司 Method for implementing operating platform in bottom wall construction of cantilever beam
CN202689490U (en) * 2012-06-05 2013-01-23 廖方奎 Suspended type ladder-shaped scaffold
CN202767488U (en) * 2012-07-23 2013-03-06 青岛东亚建筑装饰有限公司 Steel pipe fastener hanging type handling frame
CN203430006U (en) * 2013-09-16 2014-02-12 甘国成 Quick disassembly and assembly cantilever bracket for building outer wall construction
CN103821360A (en) * 2014-02-28 2014-05-28 中天建设集团有限公司 Construction method for high-altitude long-span cantilever formwork
CN204510768U (en) * 2015-03-16 2015-07-29 中国建筑第四工程局有限公司 A kind of without support operation frame

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1217411A (en) * 1998-11-10 1999-05-26 万剑啸 Two-dimension suspension scaffold
CN201065638Y (en) * 2007-07-23 2008-05-28 北京住总集团有限责任公司 Suspended steel structure lower hanging handling frame
CN201339320Y (en) * 2008-12-25 2009-11-04 中建三局第三建设工程有限责任公司 High-altitude overhanging hanging reinforced concrete hanging bracket
CN201598833U (en) * 2010-01-25 2010-10-06 江苏双楼建设集团有限公司 Fully-assembled steel construction platform with adjustable size
CN101845883A (en) * 2010-06-04 2010-09-29 刘玉伟 Climbing scaffold system and construction method
CN202164811U (en) * 2011-05-13 2012-03-14 中国建筑第八工程局有限公司 Bracket for cantilever scaffold
CN202689490U (en) * 2012-06-05 2013-01-23 廖方奎 Suspended type ladder-shaped scaffold
CN202767488U (en) * 2012-07-23 2013-03-06 青岛东亚建筑装饰有限公司 Steel pipe fastener hanging type handling frame
CN102877637A (en) * 2012-09-29 2013-01-16 深圳市建工集团股份有限公司 Method for implementing operating platform in bottom wall construction of cantilever beam
CN203430006U (en) * 2013-09-16 2014-02-12 甘国成 Quick disassembly and assembly cantilever bracket for building outer wall construction
CN103821360A (en) * 2014-02-28 2014-05-28 中天建设集团有限公司 Construction method for high-altitude long-span cantilever formwork
CN204510768U (en) * 2015-03-16 2015-07-29 中国建筑第四工程局有限公司 A kind of without support operation frame

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* Cited by examiner, † Cited by third party
Title
北京市基本建设工程指挥部: "《技术革新成果选编》", 31 October 1975 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106013450A (en) * 2016-07-14 2016-10-12 中国建筑第八工程局有限公司 Core tube skip-floor construction method
CN106013450B (en) * 2016-07-14 2019-05-10 中国建筑第八工程局有限公司 Core Walls Structure skip floor construction method

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Application publication date: 20160511