CN105569326A - Handling frame without support and exterior wall construction method thereof - Google Patents
Handling frame without support and exterior wall construction method thereof Download PDFInfo
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- 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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- montant
- cantilever beams
- horizontal shore
- operation frame
- support operation
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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
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.
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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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510113541.XA Pending CN105569326A (en) | 2015-03-16 | 2015-03-16 | Handling frame without support and exterior wall construction method thereof |
Country Status (1)
| Country | Link |
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| CN (1) | CN105569326A (en) |
Cited By (2)
| 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 |
| CN115162350A (en) * | 2022-07-07 | 2022-10-11 | 中国华冶科工集团有限公司 | Supporting system and supporting method for cantilever beam plate under condition of vertical support of ultra-deep foundation pit |
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| 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 (4)
| 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 |
| CN115162350A (en) * | 2022-07-07 | 2022-10-11 | 中国华冶科工集团有限公司 | Supporting system and supporting method for cantilever beam plate under condition of vertical support of ultra-deep foundation pit |
| CN115162350B (en) * | 2022-07-07 | 2024-04-16 | 中国华冶科工集团有限公司 | Support system and support method for cantilever beam plate under ultra-deep foundation pit vertical support condition |
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Application publication date: 20160511 |
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| RJ01 | Rejection of invention patent application after publication |