CN104594617A - A span wire scaffold frame for construction of high-rise roof structure - Google Patents
A span wire scaffold frame for construction of high-rise roof structure Download PDFInfo
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- CN104594617A CN104594617A CN201510037706.XA CN201510037706A CN104594617A CN 104594617 A CN104594617 A CN 104594617A CN 201510037706 A CN201510037706 A CN 201510037706A CN 104594617 A CN104594617 A CN 104594617A
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- scaffold
- suspension cable
- rod
- roof structure
- vertical rod
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- 238000010276 construction Methods 0.000 title abstract description 26
- 239000000725 suspension Substances 0.000 claims abstract description 101
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 19
- 239000010959 steel Substances 0.000 claims abstract description 19
- 238000010408 sweeping Methods 0.000 claims description 10
- 238000007665 sagging Methods 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 3
- 239000011435 rock Substances 0.000 claims description 3
- 230000003247 decreasing effect Effects 0.000 description 3
- 238000010008 shearing Methods 0.000 description 3
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 239000004035 construction material Substances 0.000 description 2
- 230000003111 delayed effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
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Abstract
The invention relates to the field of constructional engineering, in particular to a suspension cable scaffold for high-rise roof structure construction, which comprises a scaffold and a construction platform arranged on the scaffold, wherein the construction platform is matched with the shape of a roof structure, a suspension cable for bearing the weight of the scaffold is connected to the scaffold, and the suspension cable is riveted on a structure body below the roof structure. Establish the span wire through pulling up the structure below the roof structure, set up the scaffold frame on the span wire, can set up the mounting height of span wire according to the height of actual roof structure building, then set up scaffold frame and construction platform on the span wire again, at this moment, the scaffold frame below is unsettled state, so, be different from traditional scaffold frame, the span wire scaffold frame of this scheme need not begin to assemble from ground, has reduced the quantity of scaffold frame steel pipe, has practiced thrift cost and engineering volume.
Description
Technical field
The present invention relates to building engineering field, particularly a kind of suspension cable scaffold of constructing for high-rise roof structure.
Background technology
In the construction of traditional roof, normally set up scaffold in the below on roof to be onstructed, after band scaffold is all built, then carry out the construction on roof.But, along with the progress of science and technology, the diversification of human society demand, and the pursuit to building aesthetic, various highrise building constantly emerges in large numbers, and cause the height of its roof structure also to increase, particularly the dome structure of some superelevation super larges is constantly used in architectural design thereupon.
In above-mentioned these highly higher roof structures construction, the form of construction work that scaffold forms operation platform is set up according to common at present, so first then need the scaffolding steel pipe of enormous amount, then a huge scaffold is set up by a large amount of artificial and plant equipment, on scaffold, laying construction platform is constructed to roof structure again, this construction method not only needs a large amount of artificial, but also need higher construction cost, particularly need longer construction period, so directly delayed programming and engineering cost.
And for the dome structure in super highrise building, it has highly been difficult to adopt the form of construction work setting up scaffold from ground, so usually adopt the lifting appliances such as tower crane to construct, but this form of construction work also exists again construction speed slowly, and the deficiency of workman's construction environment danger.
So, need badly at present and a kind ofly can be applicable to the construction of highly higher roof structure, and can construction cost be saved, shorten the device of construction period.
Summary of the invention
The object of the invention is to: for the problems referred to above existed in existing roof structure building operations, provide a kind of and can be applicable to highly higher roof structure construction, and can construction cost be saved, shorten the device of construction period.
To achieve these goals, the technical solution used in the present invention is:
A kind of suspension cable scaffold of constructing for high-rise roof structure, include scaffold and the operation platform on described scaffold is set, the matching form of described operation platform and roof structure closes, described scaffold is connected with the suspension cable of its weight of carrying, described suspension cable is riveted on the structure below described roof structure.Suspension cable is established by the structure pull-up below roof structure, scaffold is arranged on suspension cable, the height can built according to actual roof structure arranges the setting height(from bottom) of suspension cable, and then is arranged on suspension cable by scaffold and operation platform, now, in vacant state below scaffold, so be different from traditional scaffold, the suspension cable scaffold of this programme does not need spelling from ground, first the consumption decreasing scaffolding steel pipe, has saved cost and engineering quantity; Reduce because scaffold takes up room, and other work items caused are delayed the stand-by period; The more important thing is in addition, in the construction of highly higher roof structure, being difficult to set up scaffold to roof structure from ground, the suspension cable scaffold of this programme still can be suitable for, so breach the restriction of roof structure height.
As preferably, described suspension cable comprises some spaced apart and main drag-lines be parallel to each other, spaced apart with some and vertical with described main drag-line registration wire, on all each self-corresponding structure be fixed on below described roof structure in described main drag-line two ends and registration wire two ends, the lower end of the vertical rod of described scaffold is arranged on the node that described main drag-line and registration wire intersect.Carry out support scaffolding by mutual vertical main drag-line and registration wire, the vertical rod of scaffold is arranged on the node that main drag-line and registration wire intersect, and ensure that the reliability of suspension cable support scaffolding.
As preferably, the node that described main drag-line and registration wire intersect is provided with ball hinged support, the vertical rod of described scaffold is passed through described ball hinged support and is connected with the joint rotation that described main drag-line and registration wire intersect.The vertical rod of scaffold is connected with the joint rotation of main drag-line and registration wire, make the connection between scaffold and suspension cable for flexibly connecting, after scaffold is placed on suspension cable, under the effect of scaffold self gravitation, suspension cable is tightened up, the power coordinating and unifying that each vertical rod is subject to, avoids on suspension cable, occur that local pressure is excessive, or the situation that local pressure is too small.
As preferably, described ball hinged support includes bearing, and described bearing is fixedly connected with described suspension cable, and described bearing is rotatably connected to connecting rod, and described connecting rod and described bearing form spherical hinge structure, and described connecting rod is fixedly connected with the vertical rod of described scaffold.The vertical rod of scaffold is connected with suspension cable by spherical hinge structure, after being in place, the deadweight of scaffold and operation platform and constructor also have the weight of construction material to be applied on suspension cable, because suspension cable itself has flexible speciality, make between suspension cable with scaffold, to form the flexible support that is coupled, avoid suspension cable sections corresponding between each vertical rod excessive by gap edge, the mechanical property of suspension cable entirety can both be fully played, reduce the requirement of strength of suspension cable, it also avoid simultaneously in suspension cable, to occur that stress is concentrated excessive and causes the problem that ruptures, ensure that the safety and reliability selecting to support.
As preferably, between the vertical rod of described connecting rod and described scaffold, be provided with adjustable stretching device.The position of the vertical rod lower end of scaffold is regulated by stretching device, first be the horizontality that can regulate the position of scaffold entirety and the operation platform of scaffold upper end, the more important thing is and can regulate level of tightness between scaffold upright rod lower end and suspension cable by stretching device, make the stressed of each position of suspension cable can the coordinating and unifying, avoid occurring that the excessive situation of local compression occurs.
As preferably, the sleeve that described stretching device includes screw rod and matches with described screw rod, described screw rod is fixedly connected with the vertical rod of described scaffold, and described sleeve is fixedly connected with described connecting rod.The adjustment realizing stretching device and extend and shorten is coordinated by screw rod and sleeve.
As preferably, described sleeve is fixedly installed and buckles dish, on described button dish, interval is furnished with multiple rod shaft stool, the rock shaft of described rod shaft stool is fixedly connected with described dish of buckleing, the rocking arm of described rod shaft stool can rotate in perpendicular, described scaffold also includes bar of sweeping the floor, described in sweep the floor that bar two ends are corresponding to be respectively fixedly connected with the rocking arm of a rod shaft stool.The lower end of each vertical rod of scaffold is connected by bar of sweeping the floor, first support strength and the stability of scaffold is the increase in, in addition, because bar of sweeping the floor is rotationally connected by the sleeve of rod shaft stool and stretching device, facilitate the adjustment of the vertical rod lower end position of scaffold, ensure the harmony that scaffold is exerted pressure to suspension cable, and further ensure that the support that is coupled forming flexibility between suspension cable with scaffold.
As preferably, rocking arm and the sweeping the floor between bar of described scaffold of described rod shaft stool are also provided with described stretching device.Facilitate the adjustment of the vertical rod lower end position of scaffold, by the stretching device on the stretching device on ball hinged support and button dish, the position of scaffold lower end in the vertical direction can be ensured to adjust, ensure the harmony that scaffold is exerted pressure to suspension cable.
As preferably, be provided with rope steel plate between the bearing of described hinged-support and described suspension cable, the upper surface of described rope steel plate is fixedly connected with the bearing of described hinged-support, and described suspension cable is fixed on the soffit of described rope steel plate.By arranging rope steel plate, the main drag-line of suspension cable and registration wire are fixed on rope steel plate, facilitate the connection between suspension cable and bracing frame.
As preferably, match with described operation platform in the vertical rod upper end of described scaffold, described scaffold lower end is to lower convexity, make the vertical rod lower end of described scaffold be positioned at same cambered surface, the cambered surface at described vertical rod lower end place with during described suspension cable free state in the middle part of the cambered surface of free sagging formation match.When suspension cable is in free state, in freely sagging cambered surface in the middle part of it, now the mechanical property of suspension cable is best, so, the end of each for scaffold lower end vertical rod is arranged in such plane, ensure that suspension cable is when supporting, and is also such shape, and then the mechanical property of suspension cable is played completely.
As preferably, described scaffold also includes some shearing support bars and wall connecting rod, described wall connecting rod one end and described operation platform hinged, the structure below the other end and described roof structure is articulated and connected.Ensure the stability of scaffold.
In sum, owing to have employed technique scheme, the invention has the beneficial effects as follows:
1, the suspension cable scaffold of this programme does not need spelling from ground, and the consumption decreasing scaffolding steel pipe first, has saved cost and engineering quantity;
2, in the construction of highly higher roof structure, being difficult to set up scaffold to roof structure from ground, the suspension cable scaffold of this programme still can be suitable for, so breach the restriction of roof structure height.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
The structural representation that the ball hinged support that Fig. 2 is is installed;
Fig. 3 is the top view of Fig. 2;
The structural representation of the cord clip that Fig. 4 is,
Mark in figure: 1-scaffold, 2-operation platform, 3-suspension cable, the main drag-line of 4-, 5-registration wire, 6-vertical rod, 7-ball hinged support, 8-stretching device, 9-rope steel plate, 10-cord clip, 101-sweeps the floor bar, 102-shearing support bar, 103-wall connecting rod, 71-bearing, 72-connecting rod, 81-screw rod, 82-sleeve, 83-button dish, 84-rod shaft stool.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is described in detail.
In order to make object of the present invention, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the present invention is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the present invention, be not intended to limit the present invention.
A kind of suspension cable scaffold of constructing for high-rise roof structure as shown in the figure, the operation platform 2 including scaffold 1 and arrange on described scaffold 1, described operation platform 2 closes with the matching form of roof structure, described scaffold 1 is connected with the suspension cable 3 of its weight of carrying, described suspension cable 3 is riveted on the structure below described roof structure.Suspension cable 3 is established by the structure pull-up below roof structure, scaffold 1 is arranged on suspension cable 3, the height can built according to actual roof structure arranges the setting height(from bottom) of suspension cable 3, and then is arranged on suspension cable 3 by scaffold 1 and operation platform 2, now, in vacant state below scaffold 1, so be different from traditional scaffold, the suspension cable scaffold of this programme does not need spelling from ground, first the consumption decreasing scaffold 1 steel pipe, has saved cost and engineering quantity; The more important thing is in addition, in the construction of highly higher roof structure, being difficult to set up scaffold 1 to roof structure from ground, the suspension cable scaffold of this programme still can be suitable for, so breach the restriction of roof structure height.
As preferably, described suspension cable 3 comprises some spaced apart and main drag-lines 4 be parallel to each other, spaced apart with some and vertical with described main drag-line 4 registration wire 5, on all each self-corresponding structure be fixed on below described roof structure in the two ends of described main drag-line 4 and the two ends of registration wire 5, the lower end of the vertical rod 6 of described scaffold 1 is arranged on the node that described main drag-line 4 and registration wire 5 intersect.Carry out support scaffolding 1 by mutual vertical main drag-line 4 and registration wire 5, the vertical rod 6 of scaffold 1 is arranged on the node that main drag-line 4 and registration wire 5 intersect, and ensure that the reliability of suspension cable 3 support scaffolding 1.
As preferably, the node that described main drag-line 4 and registration wire 5 intersect is provided with ball hinged support 7, the vertical rod 6 of described scaffold 1 is passed through described ball hinged support 7 and is connected with the joint rotation that described main drag-line 4 and registration wire 5 intersect.The vertical rod 6 of scaffold 1 is connected with the joint rotation of main drag-line 4 and registration wire 5, make the connection between scaffold 1 and suspension cable 3 for flexibly connecting, after scaffold 1 is placed on suspension cable 3, under the effect of scaffold 1 self gravitation, suspension cable 3 is tightened up, the power coordinating and unifying that each vertical rod 6 is subject to, avoids occurring that local pressure is excessive on suspension cable 3, or the situation that local pressure is too small.
As preferably, described ball hinged support 7 includes bearing 71, and described bearing 71 is fixedly connected with described suspension cable 3, and described bearing 71 is rotatably connected to connecting rod 72, described connecting rod 72 forms spherical hinge structure with described bearing 71, and described connecting rod 72 is fixedly connected with the vertical rod 6 of described scaffold 1.The vertical rod 6 of scaffold 1 is connected with suspension cable 3 by spherical hinge structure, after being in place, the deadweight of scaffold 1 and operation platform 2 and constructor also have the weight of construction material to be applied on suspension cable 3, because suspension cable 3 itself has flexible speciality, make between suspension cable 3 with scaffold 1, to form flexible being coupled to support, avoid the sections of suspension cable 3 corresponding between each vertical rod 6 excessive by gap edge, the mechanical property of suspension cable 3 entirety can both be fully played, reduce the requirement of strength of suspension cable 3, it also avoid simultaneously in suspension cable 3, to occur that stress is concentrated excessive and causes the problem that ruptures, ensure that the safety and reliability selecting to support.
As preferably, between described connecting rod 72 and the vertical rod 6 of described scaffold 1, be provided with adjustable stretching device 8.The position of vertical rod 6 lower end of scaffold 1 is regulated by stretching device 8, first be the horizontality that can regulate the position of scaffold 1 entirety and the operation platform 2 of scaffold 1 upper end, the more important thing is and can regulate level of tightness between vertical rod 6 lower end of scaffold 1 and suspension cable 3 by stretching device 8, make the stressed of each position of suspension cable 3 can the coordinating and unifying, avoid occurring that the excessive situation of local compression occurs.
As preferably, the sleeve 82 that described stretching device 8 includes screw rod 81 and matches with described screw rod 81, described screw rod 81 is fixedly connected with the vertical rod 6 of described scaffold 1, and described sleeve 82 is fixedly connected with described connecting rod 72.The adjustment realizing stretching device 8 and extend and shorten is coordinated by screw rod 81 and sleeve 82.
As preferably, described sleeve 82 is fixedly installed and buckles dish 83, on described button dish 83, interval is furnished with multiple rod shaft stool 84, the rock shaft of described rod shaft stool 84 is fixedly connected with described dish 83 of buckleing, the rocking arm of described rod shaft stool 84 can rotate in perpendicular, described scaffold 1 also includes bar 101 of sweeping the floor, described in sweep the floor that bar 101 two ends are corresponding to be respectively fixedly connected with the rocking arm of a rod shaft stool 84.The lower end of each vertical rod 6 of scaffold 1 is connected by bar 101 of sweeping the floor, first support strength and the stability of scaffold 1 is the increase in, in addition, because bar 101 of sweeping the floor is rotationally connected by the sleeve 82 of rod shaft stool 84 with stretching device 8, facilitate the adjustment of vertical rod 6 lower end position of scaffold 1, ensure the harmony that scaffold 1 pair of suspension cable 3 is exerted pressure, and further ensure that forming flexible being coupled between suspension cable 3 with scaffold 1 supports.
As preferably, rocking arm and the sweeping the floor between bar 101 of described scaffold 1 of described rod shaft stool 84 are also provided with described stretching device 8.Facilitate the adjustment of vertical rod 6 lower end position of scaffold 1, by the stretching device 8 on ball hinged support 7 and the stretching device 8 on button dish 83, the position of scaffold 1 lower end in the vertical direction can be ensured to adjust, ensure the harmony that scaffold 1 pair of suspension cable 3 is exerted pressure.
As preferably, be provided with rope steel plate 9 between the bearing of described ball hinged support 7 and described suspension cable 3, the upper surface of described rope steel plate 9 is fixedly connected with the bearing 71 of described ball hinged support 7, and described suspension cable 3 is fixed on the soffit of described rope steel plate 9.By arranging rope steel plate 9, main drag-line 4 and the registration wire 5 of suspension cable 3 are fixed on rope steel plate 9, facilitate the connection between suspension cable 3 and bracing frame 1.
As preferably, match with described operation platform 2 in vertical rod 6 upper end of described scaffold 1, described scaffold 1 lower end is to lower convexity, make vertical rod 6 lower end of described scaffold 1 be positioned at same cambered surface, the cambered surface at described vertical rod 6 lower end place with during described suspension cable 3 free state in the middle part of the cambered surface of free sagging formation match.When suspension cable 3 is in free state, in freely sagging cambered surface in the middle part of it, now the mechanical property of suspension cable 3 is best, so, the end of each vertical rod 6 in scaffold 1 lower end is arranged in such plane, ensure that suspension cable 3 is when supporting, and is also such shape, and then the mechanical property of suspension cable 3 is played completely.
As preferably, described scaffold 1 also includes some shearing support bars 102 and wall connecting rod 103, described wall connecting rod 103 one end and described operation platform 2 hinged, the structure below the other end and described roof structure is articulated and connected.Ensure the stability of scaffold 1.
All any amendments done within the spirit and principles in the present invention, equivalent replacement and improvement etc., all should be included within protection scope of the present invention.
Claims (10)
1. a suspension cable scaffold of constructing for high-rise roof structure, it is characterized in that, include scaffold and the operation platform on described scaffold is set, the matching form of described operation platform and roof structure closes, described scaffold is connected with the suspension cable of its weight of carrying, described suspension cable is riveted on the structure below described roof structure.
2. suspension cable scaffold according to claim 1, it is characterized in that, described suspension cable comprises some spaced apart and main drag-lines be parallel to each other, spaced apart with some and vertical with described main drag-line registration wire, on all each self-corresponding structure be fixed on below described roof structure in described main drag-line two ends and registration wire two ends, the lower end of the vertical rod of described scaffold is arranged on the node that described main drag-line and registration wire intersect.
3. suspension cable scaffold according to claim 2, it is characterized in that, the node that described main drag-line and registration wire intersect is provided with ball hinged support, and the vertical rod of described scaffold is connected with the joint rotation that described main drag-line and registration wire intersect by described ball hinged support.
4. suspension cable scaffold according to claim 3, it is characterized in that, described ball hinged support includes bearing, described bearing is fixedly connected with described suspension cable, described bearing is rotatably connected to connecting rod, described connecting rod and described bearing form spherical hinge structure, and described connecting rod is fixedly connected with the vertical rod of described scaffold.
5. suspension cable scaffold according to claim 4, is characterized in that, is provided with adjustable stretching device between the vertical rod of described connecting rod and described scaffold.
6. suspension cable scaffold according to claim 5, is characterized in that, the sleeve that described stretching device includes screw rod and matches with described screw rod, and described screw rod is fixedly connected with the vertical rod of described scaffold, and described sleeve is fixedly connected with described connecting rod.
7. suspension cable scaffold according to claim 6, it is characterized in that, described sleeve is fixedly installed and buckles dish, on described button dish, interval is furnished with multiple rod shaft stool, the rock shaft of described rod shaft stool is fixedly connected with described dish of buckleing, the rocking arm of described rod shaft stool can rotate in perpendicular, and described scaffold also includes bar of sweeping the floor, described in sweep the floor that bar two ends are corresponding to be respectively fixedly connected with the rocking arm of a rod shaft stool.
8. suspension cable scaffold according to claim 7, is characterized in that, rocking arm and the sweeping the floor between bar of described scaffold of described rod shaft stool are also provided with described stretching device.
9. suspension cable scaffold according to claim 8, it is characterized in that, be provided with rope steel plate between the bearing of described hinged-support and described suspension cable, the upper surface of described rope steel plate is fixedly connected with the bearing of described hinged-support, and described suspension cable is fixed on the soffit of described rope steel plate.
10. suspension cable scaffold according to claim 9, it is characterized in that, match with described operation platform in the vertical rod upper end of described scaffold, described scaffold lower end is to lower convexity, make the vertical rod lower end of described scaffold be positioned at same cambered surface, the cambered surface at described vertical rod lower end place with during described suspension cable free state in the middle part of the cambered surface of free sagging formation match.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510037706.XA CN104594617B (en) | 2015-01-26 | 2015-01-26 | A span wire scaffold frame for construction of high-rise roof structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510037706.XA CN104594617B (en) | 2015-01-26 | 2015-01-26 | A span wire scaffold frame for construction of high-rise roof structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104594617A true CN104594617A (en) | 2015-05-06 |
| CN104594617B CN104594617B (en) | 2017-03-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510037706.XA Expired - Fee Related CN104594617B (en) | 2015-01-26 | 2015-01-26 | A span wire scaffold frame for construction of high-rise roof structure |
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| CN (1) | CN104594617B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110778094A (en) * | 2019-11-06 | 2020-02-11 | 江苏中南建筑产业集团有限责任公司 | High-altitude large-span dragline net operating platform and construction method |
| CN112663927A (en) * | 2020-07-24 | 2021-04-16 | 中国建筑第二工程局有限公司 | Steel structure dome aerial work stepped operation platform and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL8500503A (en) * | 1985-02-22 | 1986-09-16 | Stalen Steiger Holland B V | Connector for work platform of steel scaffold construction - has U=shaped brackets clamped around flange of beam, with spindles clamp in each one by nuts |
| CN102168483A (en) * | 2011-03-23 | 2011-08-31 | 浙江南湖建设有限公司 | Flexible construction platform of suspension cable |
| CN104060820A (en) * | 2014-01-14 | 2014-09-24 | 涂同喜 | Construction method of aerial suspended cable formworks and aerial suspended cable steel pipe scaffold structure |
| US20150001006A1 (en) * | 2013-06-27 | 2015-01-01 | SmithGroupJJR, Inc. | Suspended scaffold cable diverter system |
| CN204531344U (en) * | 2015-01-26 | 2015-08-05 | 中国建筑一局(集团)有限公司 | Suspension cable scaffold for high-rise roof structure construction |
-
2015
- 2015-01-26 CN CN201510037706.XA patent/CN104594617B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| NL8500503A (en) * | 1985-02-22 | 1986-09-16 | Stalen Steiger Holland B V | Connector for work platform of steel scaffold construction - has U=shaped brackets clamped around flange of beam, with spindles clamp in each one by nuts |
| CN102168483A (en) * | 2011-03-23 | 2011-08-31 | 浙江南湖建设有限公司 | Flexible construction platform of suspension cable |
| US20150001006A1 (en) * | 2013-06-27 | 2015-01-01 | SmithGroupJJR, Inc. | Suspended scaffold cable diverter system |
| CN104060820A (en) * | 2014-01-14 | 2014-09-24 | 涂同喜 | Construction method of aerial suspended cable formworks and aerial suspended cable steel pipe scaffold structure |
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Non-Patent Citations (2)
| Title |
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| 孙毅: "悬索式脚手架施工技术", 《建筑技术》, 31 July 1991 (1991-07-31), pages 46 - 48 * |
| 申兴文: "轻型悬索脚手架及可滑动安全网在工业厂房施工中的应用", 《吉林省土木建筑学会2010年学术年会论文集》, 30 November 2010 (2010-11-30), pages 130 - 133 * |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110778094A (en) * | 2019-11-06 | 2020-02-11 | 江苏中南建筑产业集团有限责任公司 | High-altitude large-span dragline net operating platform and construction method |
| CN112663927A (en) * | 2020-07-24 | 2021-04-16 | 中国建筑第二工程局有限公司 | Steel structure dome aerial work stepped operation platform and construction method thereof |
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| Publication number | Publication date |
|---|---|
| CN104594617B (en) | 2017-03-22 |
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