CN104612412B - A kind of construction method of steel construction escape way - Google Patents
A kind of construction method of steel construction escape way Download PDFInfo
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- CN104612412B CN104612412B CN201410801058.6A CN201410801058A CN104612412B CN 104612412 B CN104612412 B CN 104612412B CN 201410801058 A CN201410801058 A CN 201410801058A CN 104612412 B CN104612412 B CN 104612412B
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Abstract
The present invention relates to a kind of make use of facing of building gangway to build steel construction escape way construction method, first set up steel construction support body, determine in building gangway at buried plate, 6 screw rods are implanted with chemical anchor bolts at each buried plate, on screw rod, column base plate is fixed again with nut, column base plate welds H profile steel, is fixed at H profile steel post angle part four direction equal welded post gusset；Standard width of a room in an old-style house direction, H profile steel top channel-section steel is attached, and depth direction round steel pipe is attached, each across depth direction angle steel carry out drawknot, during drawknot coupling part be bolt connect, such steel structure framework installation；Steel structure roof truss carries out lifting with truck crane after installation on ground completes and connects, and at the steel structure roof truss upper berth weatherboarding connected, roof boarding is fixed color steel.The present invention does steel construction escape way at the scene, can the on-the-spot place of Appropriate application building gangway, increase secondary operations place, shorten secondary haul distance.Eliminate the potential safety hazard of construction.
Description
Technical field
The present invention relates to a kind of construction face and build steel construction escape way, be mainly used in solving support personnel's dense field and carry out the problem of every construction activities safety, use this technology can provide one layer of security protection, site layout project is reasonable, convenient and safe construction.
Background technology
At present, skyscraper, high-rise building have occupied the biggest construction market, and the various potential safety hazards in work progress increase along with height and become more, so the more important height of the safety management at scene.High building project is constructed to secondary structure, secondary operations narrow field is made owing to various facility and material usage are big, land used peak period the most just, twoth floor, high-rise underground garage top is at a distance of the nearest, and vertical transport will be installed between two balconys, the use of this passage is the most important.Additionally, two balconys of passage both sides are intended to utilize passage to carry out vertical transport, upper people's feeding, hidden danger at passage is caused to increase.
Summary of the invention
The technical problem to be solved in the present invention is to provide and a kind of make use of facing of building gangway to build steel construction escape way construction method, thus reach place, Appropriate application scene and safe construction purpose.
For solving above technical problem, the technical solution used in the present invention is:
A kind of construction method of steel construction escape way, including step:
(1) steel construction support body is set up
Determine in building gangway at buried plate, implant 6 screw rods with chemical anchor bolts at each buried plate, then on screw rod, fix column base plate with nut, column base plate welds H profile steel, is fixed at H profile steel post angle part four direction equal welded post gusset；Standard width of a room in an old-style house direction, H profile steel top channel-section steel is attached, and depth direction round steel pipe is attached, each across depth direction angle steel carry out drawknot, during drawknot coupling part be bolt connect, such steel structure framework installation；
(2) steel structure roof truss is set up
Steel structure roof truss carries out lifting with truck crane after installation on ground completes and connects, channel-section steel bearing diagonal is welded between the vertical supporting of steel structure roof truss, it is attached with steel structure framework after having welded, method of attachment is that bolt connects, be attached with steel structure roof truss junction pading plate at H profile steel post, vertical supporting junction point weld one across channel-section steel level connection joint, in order to roof boarding of mating formation, each across depth direction carry out drawknot
(3) mat formation roof boarding
At the steel structure roof truss upper berth weatherboarding connected, roof boarding is fixed color steel.
The present invention does steel construction escape way at the scene, can the on-the-spot place of Appropriate application building gangway, increase secondary operations place, shorten secondary haul distance.Eliminate the potential safety hazard of construction.Construction material is stackable in escape way, has rainproof effect.
Accompanying drawing explanation
Fig. 1 is the structural representation that the present invention faces the standard width of a room in an old-style house direction building steel construction escape way.
Fig. 2 is the structural representation that the present invention faces the depth direction building steel construction escape way.
In figure, 1-steel structure roof truss, 2-column base plate, 3-H shaped steel, 4-post gusset, 5-angle steel, 6-vertical supporting, 7-channel-section steel bearing diagonal, 8-round steel.
Detailed description of the invention
In order to make those skilled in the art be better understood from the present invention, below in conjunction with accompanying drawing, the present invention made the clearest, complete explanation.
Present invention construction faces the concrete grammar building steel construction escape way, including step:
(1) steel construction support body is set up
As shown in Figure 1, determine in building gangway at buried plate, unwrapping wire is measured in passage, draw the position of buried plate, implant 6 screw rods with chemical anchor bolts at each buried plate, then on screw rod, fix 350*450mm column base plate 2 with double nut, column base plate 2 welds H profile steel 3, height is determined by design requirement, is fixed at H profile steel 3 post angle part four direction equal welded post gusset 4；Standard width of a room in an old-style house direction, H profile steel 3 top channel-section steel is attached, and depth direction round steel pipe is attached, such as Fig. 2, each across depth direction angle steel 5 carry out drawknot, during drawknot, coupling part is that bolt connects, such steel structure framework installation.
(2) steel structure roof truss is set up
Then carrying out the installation of roof truss steel construction, steel structure roof truss carries out lifting with truck crane after installation on ground completes and connects.Layer Steel Structure height is 2600mm, and column and roof truss junction vertical supporting height are 500mm.Welding channel-section steel bearing diagonal 7 between the vertical supporting 6 of steel structure roof truss, be attached with steel structure framework after having welded, method of attachment is that bolt connects, and is attached with steel structure roof truss roof truss junction pad 30mm steel plate at H profile steel post, it is ensured that the integral rigidity of steel construction.Junction point at vertical supporting weld one across channel-section steel level connection joint, in order to roof boarding of mating formation, each across depth direction round steel 8 carry out drawknot.
(3) mat formation roof boarding
Owing to project subject stay in place form is replaced, so on-the-spot waste and old template is a lot, these templates and the lumps of wood is layered on steel structure roof truss, then fixes color steel on roof boarding top, form two-layer protection.Whole Steel Structure Installation completes, and material is thus formed steel construction escape way.
After having constructed, site layout project is compact, reasonable, has saved soil.Utilize waste and old template to protect, save expense.Steel construction carries out tool management, can utilize on ground time, reduces by a Meteorological.Field management integration, solves the problem that on-the-spot Decentralization difficulty is big.
The scope of protection of present invention is not limited to above detailed description of the invention; to those skilled in the art; within any amendment, improvement and the equivalent that the present invention is made within can having various deformation and change, all designs in the present invention and principle all should be included in protection scope of the present invention.
Claims (1)
1. the construction method of a steel construction escape way, it is characterised in that include step:
(1) steel construction support body is set up
Determine in building gangway at buried plate, 6 screw rods are implanted with chemical anchor bolts at each buried plate, on screw rod, column base plate (2) is fixed again with nut, column base plate (2) welds H profile steel (3), is fixed at H profile steel (3) post angle part four direction equal welded post gusset (4)；Standard width of a room in an old-style house direction, H profile steel (3) top channel-section steel is attached, depth direction round steel pipe is attached, each across depth direction angle steel (5) carry out drawknot, during drawknot coupling part be bolt connect, such steel structure framework installation；
(2) steel structure roof truss is set up
Steel structure roof truss (1) carries out lifting with truck crane after installation on ground completes and connects, channel-section steel bearing diagonal (7) is welded between the vertical supporting (6) of steel structure roof truss (1), it is attached with steel structure framework after having welded, method of attachment is that bolt connects, it is attached with steel structure roof truss junction pading plate at H profile steel post, vertical supporting junction point weld one across channel-section steel level connection joint, in order to roof boarding of mating formation, each across depth direction carry out drawknot;
(3) mat formation roof boarding
At the steel structure roof truss upper berth weatherboarding connected, roof boarding is fixed color steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410801058.6A CN104612412B (en) | 2014-12-22 | 2014-12-22 | A kind of construction method of steel construction escape way |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410801058.6A CN104612412B (en) | 2014-12-22 | 2014-12-22 | A kind of construction method of steel construction escape way |
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| Publication Number | Publication Date |
|---|---|
| CN104612412A CN104612412A (en) | 2015-05-13 |
| CN104612412B true CN104612412B (en) | 2016-09-28 |
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| CN201410801058.6A Active CN104612412B (en) | 2014-12-22 | 2014-12-22 | A kind of construction method of steel construction escape way |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN105113802B (en) * | 2015-08-26 | 2017-11-10 | 河南鸿宇工业装备工程有限公司 | Steel construction gate-type framed wall plane system modularization mounting process |
| CN107663917A (en) * | 2017-11-06 | 2018-02-06 | 上海宝岳住宅工业有限公司 | A kind of prefabricated composite wallboard pitched roof system and its installation method |
| CN109454407A (en) * | 2018-12-10 | 2019-03-12 | 苏州锦宇钢结构有限公司 | A kind of manufacture craft of multi-function steel structure |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| JP2948539B2 (en) * | 1996-10-03 | 1999-09-13 | 株式会社トータル・サービス | How to shield structures |
| AUPP838899A0 (en) * | 1999-01-29 | 1999-02-25 | Dean Industries (Gold Coast) Pty Ltd | Improved safety apparatus |
| CN201261947Y (en) * | 2008-08-13 | 2009-06-24 | 中建五局第三建设有限公司 | Assembly type escape way |
| CN201826541U (en) * | 2010-07-13 | 2011-05-11 | 中冶天工上海十三冶建设有限公司 | Detachable reinforcing steel processing shed |
| CN202755678U (en) * | 2012-08-07 | 2013-02-27 | 中建三局建设工程股份有限公司 | Shape steel secure channel with temporary storage yard function |
| CN203594237U (en) * | 2013-11-01 | 2014-05-14 | 中建三局建设工程股份有限公司 | Multi-layer tool type recyclable crash-preventing shed |
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Address after: 030013 No. 346 Jianshe North Road, Shanxi, Taiyuan Applicant after: Group Co., Ltd is built in Shanxi five Address before: 030013 No. 346 Jianshe North Road, Shanxi, Taiyuan Applicant before: SHANXI NO.5 CONSTRUCTION ENGINEERING CO., LTD. |
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