CN103321399B - The outer eaves gable place's suspension scaffold of highrise building Sloping roof and construction method thereof - Google Patents
The outer eaves gable place's suspension scaffold of highrise building Sloping roof and construction method thereof Download PDFInfo
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- CN103321399B CN103321399B CN201310253725.7A CN201310253725A CN103321399B CN 103321399 B CN103321399 B CN 103321399B CN 201310253725 A CN201310253725 A CN 201310253725A CN 103321399 B CN103321399 B CN 103321399B
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- outside
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- horizon bar
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- 238000010276 construction Methods 0.000 title claims abstract description 37
- 239000000725 suspensions Substances 0.000 title claims abstract description 26
- 238000005553 drilling Methods 0.000 claims abstract description 21
- 239000011901 water Substances 0.000 claims abstract description 21
- 239000002965 ropes Substances 0.000 claims abstract description 14
- 238000000034 methods Methods 0.000 abstract description 4
- 229910000831 Steel Inorganic materials 0.000 description 7
- 239000010959 steel Substances 0.000 description 7
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000000463 materials Substances 0.000 description 2
- 238000010079 rubber tapping Methods 0.000 description 2
- 240000006028 Sambucus nigra Species 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005516 engineering processes Methods 0.000 description 1
- 238000005755 formation reactions Methods 0.000 description 1
Abstract
Description
Technical field
The present invention relates to a kind of building scaffold, particularly the outer eaves construction of a kind of highrise building pitched roof and defensive suspension scaffold and construction method thereof.
Background technology
The selection of the outer eaves form of construction work of highrise building often decides outer eaves construction safety, speed of application, construction quality and integrated cost.When adopting traditional console mode list (two) row's steel pipe scaffold or profile steel overhanging scaffold to carry out the construction of outer eaves, limit construction limit is from top to bottom needed to remove scaffold, scaffold takies that the cycle is longer, comprehensive cost is higher, and need the eaves construction stage outside to carry out shutoff and the metope process at various hole, speed of application is comparatively slow, and construction quality not easily ensures.When adopting hanging basket mode to carry out the construction of outer eaves, shutoff and the metope process at various hole has just been carried out in structural feet hand cradle teardown phase, therefore speed of application is very fast, quality is good, but for Sloping roof highrise building, hanging basket mode cannot carry out the outer eaves construction of Sloping roof part, and the security protection of roofing not easily solves.
Summary of the invention
The invention provides the outer eaves gable place's suspension scaffold of a kind of highrise building Sloping roof and construction method thereof, existing outer eaves construction scaffold be solved and take that the cycle is long, speed of application is slow, construction quality not easily ensures, the technical problem of poor stability.
The technical solution adopted for the present invention to solve the technical problems is:
This highrise building Sloping roof outer eaves gable place suspension scaffold, chooses horizon bar, interior side lever, leger, vertical rod, little cross bar, scaffold floor, horizontal safety net, horizontal large-mesh, facade safety net, facade large-mesh and wire rope outside comprising;
Describedly outer choose horizon bar and have two rows, choose outside two rows horizon bar the inner through the perforate of exterior wall water drilling and with inner side lever lock jail;
Described leger and vertical rod are erected with inside and outside two rows outside exterior wall, the leger of bottom is erected on outside two rows to be chosen on horizon bar, jail locked by described vertical rod and leger, described little cross bar is connected between inside and outside two row's vertical rods, described scaffold floor is layed in exclusively to be chosen on horizon bar down, horizontal safety net and horizontal large-mesh hang on below scaffold floor, and facade safety net and facade large-mesh hang on outside outer row's vertical rod;
Described wire rope one end is fixed by HOOK BOLTS and exterior wall, and the other end is connected on the leger of support body bottom outside.
The internal orifice of described exterior wall water drilling perforate is higher than collar extension.
Choose outside described two rows between horizon bar and be also connected with outside diagonal member arranged in a crossed manner.
Described HOOK BOLTS is fixed by double nut and exterior wall, is lined with pad between double nut and exterior wall.
Described interior side lever is inner side vertical rod or inboard rail.
Described interior side lever is lined with flitch between wall water drilling tapping and exterior wall outside.
Described interior row's vertical rod is lined with flitch between exterior wall water drilling tapping and exterior wall.
The construction method of this highrise building Sloping roof outer eaves gable place suspension scaffold, construction sequence is as follows:
Step one, first at inner side of outer wall snap the line, determines position of opening, carries out the perforate of exterior wall water drilling;
Step 2, chooses horizon bar outward and sets up, by choose outside two rows horizon bar the inner through the perforate of exterior wall water drilling and with inner side lever lock jail;
Step 3, set up outside double-pole scaffold, first outside two rows, choose leger horizon bar being set up bottom, jail is locked in vertical rod and leger, connect the leger on middle part and top again, and the little cross bar between inside and outside two row's vertical rods, then lay scaffold floor lower exclusive choosing on horizon bar, support body below scaffold floor hangs horizontal safety net and horizontal large-mesh, arrange the outer side mounting facade safety net of vertical rod and facade large-mesh outside;
Step 4, draws wire rope off-load, and wire rope one end is fixed by HOOK BOLTS and exterior wall, and the other end is connected on the leger of support body bottom outside.
Feature of the present invention is as follows:
The present invention utilizes the braced structures of horizon bar as suspension scaffold of encorbelmenting, set up the components such as vertical rod, cross bar, diagonal member thereon, make it to form continuous, stable structure, then lay scaffold, hang safety net, final formation is constructed and the defensive closed platform of roofing for outer eaves.Encorbelment the diameter of horizon bar and cantilever span, suspension scaffold unitary construction determine with design as calculated according to the various loads produced during construction.Suspension scaffold by linking component and agent structure is fixed, to guarantee that suspension scaffold is stable, safety, reliable.During construction, various vertical and horizontal loads on suspension scaffold, and is passed to by horizon bar of encorbelmenting and links component, finally passes to agent structure.Material required for the present invention is the conventional circulation material such as conventional steel pipe and buckle, U holder, wooden scaffold floor, Dense mesh screen and large eye net.
Advantage of the present invention is as follows:
1, operator's safety can be ensured when suspension scaffold is set up and removed.
2, operative's protection safety during outer eaves construction.
3, good roofing protection is provided.
4, compared with arranging steel pipe scaffold or profile steel overhanging scaffold with traditional console mode list (two), suspension scaffold simple structure, easy construction, required steel pipe and buckle, U hold in the palm negligible amounts, therefore greatly reduce comprehensive cost.
5, solve Sloping roof highrise building Sloping roof part construction problem, can crossed construction be carried out, ensure the overall duration.Because suspension scaffold does not take roof sections, because eaves construction can be carried out with roofing construction in addition simultaneously, be independent of each other, do not restrict mutually.
The present invention can ensure that construction safety, speed of application are fast, quality easily ensures, comprehensive cost is low, solve the outer eaves construction of Sloping roof highrise building and protection question preferably, reach the technique effect that safety, economy, speed of application are fast, construction quality easily ensures.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is structural representation of the present invention.
Reference numeral: choose diagonal member outside side lever in horizon bar, 3-, 4-flitch, 5-leger, 6-, 7-vertical rod, the little cross bar of 8-, 9-HOOK BOLTS, 10-wire rope, 11-scaffold floor, 12-horizontal safety net, 13-facade safety net, 14-facade large-mesh, the horizontal large-mesh of 15-, 16-double nut, 17-pad, 18-exterior wall outside the perforate of 1-exterior wall water drilling, 2-.
Detailed description of the invention
Embodiment is shown in Figure 1, this highrise building Sloping roof outer eaves gable place suspension scaffold, horizon bar 2, interior side lever 3, leger 5, vertical rod 7 is chosen, little cross bar 8, scaffold floor 11, horizontal safety net 12, horizontal large-mesh 15, facade safety net 13, facade large-mesh 14 and wire rope 10 outside comprising.
Choose horizon bar 2 outside described and have two rows, choose horizon bar 2 the inner outside two rows and pass exterior wall water drilling perforate 1 and lock jail with interior side lever 3.The internal orifice of described exterior wall water drilling perforate 1 is higher than collar extension.Described interior side lever 3 is inboard rail or inner side vertical rod, and interior side lever is lined with flitch 4 between wall water drilling perforate 1 place and exterior wall 18 outside.
Described leger 5 and vertical rod 7 are erected with inside and outside two rows outside exterior wall 18, and the leger 5 of bottom is erected on outside two rows to be chosen on horizon bar 2, chooses between horizon bar 2 and be also connected with outside diagonal member 6 arranged in a crossed manner outside two rows.Jail locked by vertical rod 7 and leger 5, and interior row's vertical rod 7 is lined with flitch 4 between exterior wall water drilling perforate 1 place and exterior wall 18.Little cross bar 8 is connected between inside and outside two row's vertical rods 7, and scaffold floor 11 is layed in exclusively to be chosen on horizon bar 2 down, and horizontal safety net 12 and horizontal large-mesh 15 hang on below scaffold floor 11, and facade safety net 13 and facade large-mesh 14 hang on outside outer row's vertical rod 7.
Described wire rope 10 one end is fixed by HOOK BOLTS 9 and exterior wall 18, and the other end is connected on the leger 5 of support body bottom outside.Described HOOK BOLTS 9 is fixed by double nut 16 and exterior wall 18, is lined with pad 17 between double nut and exterior wall.
Construction sequence of the present invention is as follows:
Step one, first at inner side of outer wall snap the line, determines position of opening, and carry out the perforate of exterior wall water drilling with circle No. 50 water drilling drill bits, internal orifice is slightly high, prevents summer exterior wall rainwater to indoor seepage;
Step 2, chooses horizon bar 2 outward and sets up, and passes exterior wall water drilling perforate 1 by choosing horizon bar 2 the inner outside two rows and locks jail with interior side lever 3; Choose outside two rows between horizon bar 2 and be fixed into overall stressed primary structural component with outside diagonal member 6;
Step 3, set up outside double-pole scaffold, first outside two rows, choose the leger 5(leger joint length 2 meters horizon bar 2 being set up bottom, overlap joint is adopted to connect, be convenient to partial dismantling), vertical rod 7 and leger 5 are locked jail (vertical rod advance 1.20 meters, transfer 1.05 meters), connect the leger 5 on middle part and top again, and the little cross bar step pitch of little cross bar 8(1.50 meters between inside and outside two row's vertical rods 7), then scaffold floor 11 is laid lower exclusive choosing on horizon bar 2, support body below scaffold floor 11 hangs horizontal safety net 12 and horizontal large-mesh 15, arrange vertical rod 7 outer side mounting facade safety net 13 and facade large-mesh 14 outside,
Step 4, draws wire rope off-load, and wire rope 10 one end is fixed by HOOK BOLTS 9 and exterior wall 18, and the other end is connected on the leger 5 of support body bottom outside.
Suspension scaffold goes out roofing protection height must not be less than 2000mm.
Suspension scaffold has set up the outer eaves hanging basket cantilever steel girder of rear installation, and the outer hanging basket of installation room successively.
Claims (7)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201310253725.7A CN103321399B (en) | 2013-06-25 | 2013-06-25 | The outer eaves gable place's suspension scaffold of highrise building Sloping roof and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201310253725.7A CN103321399B (en) | 2013-06-25 | 2013-06-25 | The outer eaves gable place's suspension scaffold of highrise building Sloping roof and construction method thereof |
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| Publication Number | Publication Date |
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| CN103321399A CN103321399A (en) | 2013-09-25 |
| CN103321399B true CN103321399B (en) | 2015-12-16 |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103485524B (en) * | 2013-10-11 | 2016-03-23 | 四川省第四建筑工程公司 | Corbel type builder's jack and construction when setting up thereof |
| CN104131688B (en) * | 2014-08-21 | 2016-04-06 | 长沙远大住宅工业集团有限公司 | The special external hanging type job platform of assembled architecture and method of operating thereof |
| CN109911106A (en) * | 2019-03-14 | 2019-06-21 | 上海江南长兴造船有限责任公司 | A kind of apparatus for work and method for the installation of container ship positioning pin |
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| CN202324571U (en) * | 2011-11-01 | 2012-07-11 | 江苏瑞峰建设集团有限公司 | Overhanging type double-row scaffold |
| CN203320920U (en) * | 2013-06-25 | 2013-12-04 | 北京金港机场建设有限责任公司 | Cantilever frame for high-rise building sloping roof outer eave construction and protection at gable |
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2013
- 2013-06-25 CN CN201310253725.7A patent/CN103321399B/en active IP Right Grant
Patent Citations (6)
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| JP2010150756A (en) * | 2008-12-24 | 2010-07-08 | Shimizu Corp | Temporary scaffold apparatus |
| CN101538896A (en) * | 2009-04-03 | 2009-09-23 | 标力建设集团有限公司 | Construction method for jettied structure at high attitude of high-rise building |
| CN101906870A (en) * | 2010-07-29 | 2010-12-08 | 正太集团有限公司 | Suspended scaffolding |
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| CN103321399A (en) | 2013-09-25 |
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Address after: 100071 Fengtai District 52 Beijing Feng 1 hospital Applicant after: BEIJING JINGOLD CONSTRUCTION CO., LTD. Applicant after: Beijing Jingold Field Road Engineering Construction Co., Ltd. Address before: 100071 Fengtai District 52 Beijing Feng 1 hospital Applicant before: Beijing Jingold Airport Construction Co., Ltd. Applicant before: Beijing Jingold Field Road Engineering Construction Co., Ltd. |
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