CN101560800B - Construction method of super-long super-high steel wire net rack light wallboard - Google Patents
Construction method of super-long super-high steel wire net rack light wallboard Download PDFInfo
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- CN101560800B CN101560800B CN2009100433933A CN200910043393A CN101560800B CN 101560800 B CN101560800 B CN 101560800B CN 2009100433933 A CN2009100433933 A CN 2009100433933A CN 200910043393 A CN200910043393 A CN 200910043393A CN 101560800 B CN101560800 B CN 101560800B
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Abstract
The invention discloses a construction method of a super-long super-high steel wire net rack light wallboard, comprising the following steps of: (1) preparing construction; (2) splicing the wallboards; (3) connectedly fixing and reinforcing the wallboards; (4) retaining and reinforcing the holes of doors and windows; (5) installing and reinforcing the paving pipeline of an embedded part; and (6) plastering. The step (2) of splicing the wallboard is splicing a group of reinforced frames and sandwich panels. The reinforced frames are manufactured from steel tubes, profiled bars or manufactured by mixing the steel tubes and the profiled bars. The method is scientific, reasonable, is easily operated, precludes remake, saves cost and is fit for the construction of the super-long super-high steel wire net rack light wallboard partition wall in common industrial buildings and civil industrial buildings with floor height in the range of 3.1-6m and length in the range of 4.6-40m.
Description
Technical field
The present invention relates to a kind of construction techniques, particularly relate to a kind of construction method of super-long super-high steel wire net rack light wallboard that can reduce building or structure deadweight.
Background technology
The Steelwire-mesh frame light-wt wallboard is environmental protection and energy-conservation not only, and can realize standardization, seriation, the generalization of producing having characteristics such as easy for installation, that speed of application is fast.But along with building construction develops toward superelevation layer, large span aspect, the wallboard of superelevation overlength usually runs in construction.In building trade, " overlength superelevation " is meant that wallboard height h is that 3.1m＜h＜6m is the situation of 4.6m＜L＜40m with single fan wall length L.The application of the wallboard of superelevation overlength has reduced the deadweight of building widely, has practiced thrift the cost cost of building.
Practice shows, cracking phenomenas such as plate seam, node, doorframe and window frame periphery, the not gentle decorative layer hollowing of plate face quality problems such as come off appear in the wallboard of overlength superelevation easily in work progress.
Summary of the invention
The objective of the invention is to overcome deficiency of the prior art, a kind of cracking phenomenas such as plate seam, node, doorframe and window frame periphery, the not gentle decorative layer hollowing of plate face construction method of super-long super-high steel wire net rack light wallboard of quality problems such as come off of in work progress, avoiding occurring is provided.
The object of the invention is achieved through following technical proposals: comprise the processing step preparation of construction, splicing wallboard, wallboard connect fixing and reinforcement, door and window hole are stayed and established and reinforcement, the installation built-in fitting is laid the line and reinforcement, plaster, said processing step splicing wallboard is that one group of web frame and filled board are stitched together.
Said web frame adopts steel pipe or section steel manufacture.
Compared with prior art, the present invention has the following advantages: methodological science is reasonable, operates easily, stops to do over again, and practices thrift cost.Method of the present invention is applicable in the construction of the height of floor height super-long super-high steel wire net rack light wallboard partition wall in 3.1m～6m and length general industry and the civilian construction in 4.6m～40m scope and adopts.
Description of drawings
Accompanying drawing is one embodiment of the invention process flow diagram;
Among the figure: the 1-preparation of construction, 2-splices wallboard, and the 3-wallboard connects fixing and reinforcement, and the 4-door and window hole stays to be established and reinforcement, and 5-installs built-in fitting and lays the line and reinforcement, and 6-plasters.
The specific embodiment
Below in conjunction with accompanying drawing and embodiment the present invention is described further:
With reference to accompanying drawing; The present invention includes processing step preparation of construction 1, splicing wallboard 2, wallboard connect fixing and reinforcement 3, door and window hole are stayed and established and reinforcement 4, install that built-in fitting is laid the line and reinforcement 5, plaster 6, said processing step splicing wallboard 2 is that one group of web frame and filled board are stitched together.
Said web frame adopts steel pipe or section steel manufacture.Web frame adopts square steel pipe in the present embodiment.
Embodiment:
Processing step preparation of construction 1, wallboard connect fixing and reinforcement 3, door and window hole are stayed and established and reinforcement 4, install that built-in fitting is laid the line and reinforcement 5, plaster and 6 all adopt ripe prior art to handle.
Processing step splicing wallboard 2: one group of web frame and filled board are stitched together.
Light trabs by central layer thickness be divided into 70mm thick with thick two kinds of 120mm, the thick 50mm of central layer when 70mm is thick, the thick 100mm of central layer when 120mm is thick.The wallboard specification is: width 1150mm, height 2000mm ∽ 3100mm, stagger and be extended with the wide steel fabric sheet of 50mm so that being connected between wallboard and the wallboard in the width both sides.Need carry out vertical fishplate bar when highly surpassing 3100mm, the middle part is established section steel beam and is spliced up and down; Wall length adds the shaped steel column when surpassing 4000mm and strengthens the body of wall monolithic stability.Anyhow the skeleton of shaped steel can be guaranteed the intensity and the monolithic stability of overlength superelevation wallboard.
1, the wallboard of overlength superelevation body of wall splicing: when the body of wall height surpasses 3.1m, length for guaranteeing the monolithic stability of body of wall, will adopt the shaped steel skeleton to carry out the splicing of wallboard during greater than 4.6m between wallboard and the wallboard.
(1), skeleton adopts the square steel pipe welding.When adopting the wallboard of different-thickness, the square steel pipe cage construction form that it adopted is different.
(2), during body of wall length＞4.6m, vertical direction must be provided with steel post.When body of wall length not simultaneously, its steel post set up the radical difference.
In addition, independently body of wall must be provided with the shaped steel column at two ends, has the wall of corner on the corner the shaped steel column must be set.
(3), during body of wall height＞3.1m, horizontal direction must be provided with the shaped steel crossbeam, the same column of crossbeam materials, the crossbeam two ends are connected with shaped steel column or structure.When the body of wall height surpassed 6m, horizontal direction should be established reinforced concrete beam.Shaped steel column and the welding of shaped steel crossbeam are linked to be the whole skeleton of shaped steel.
2, sandwiched plate is installed: when wallboard is installed, lift plate, the upper and lower line of ink marker that aligns, and, reinforcing bar and wallboard steel fabric sheet are carried out colligation with the wallboard location, treat that the wallboard basic fixed is located after, more simultaneously with side and bottom reinforcement bars and the colligation of wallboard steel fabric sheet.After installing first block of wallboard; Using such method is carried out second block of wallboard and is installed again, and seam must be closely between second block of wallboard and the first block of wallboard, and the two boards jointing positions is firm with pricking a colligation; Both sides colligation spacing about 100mm, install successively then third and fourth, five ... The piece wallboard.
After the on-the-spot installation of Light trabs, smear or spray the anticracking cement mortar and form complete building unit in shop, sandwiched plate both sides.The core body good permeability of its sandwiched plate, volume stability, intensity are high, hydrophobic, are adapted to the internal partition wall of general civilian construction.
Claims (2)
1. construction method of super-long super-high steel wire net rack light wallboard; Comprise processing step preparation of construction (1), splicing wallboard (2), wallboard connect fixing and reinforcement (3), door and window hole are stayed and established and reinforcement (4), install that built-in fitting is laid the line and reinforcement (5), plaster (6), it is characterized in that: said processing step splicing wallboard (2) is that one group of web frame and filled board are stitched together; Comprise:
The splicing of the wallboard of overlength superelevation body of wall: when the body of wall height surpasses 3.1m, length for guaranteeing the monolithic stability of body of wall, will adopt the shaped steel skeleton to carry out the splicing of wallboard during greater than 4.6m between wallboard and the wallboard;
(1), skeleton adopts the square steel pipe welding, when adopting the wallboard of different-thickness, the square steel pipe cage construction form that it adopted is different;
(2), during body of wall length＞4.6m, vertical direction must be provided with steel post; When body of wall length not simultaneously, its steel post set up the radical difference;
In addition, independently body of wall must be provided with the shaped steel column at two ends, has the wall of corner on the corner the shaped steel column must be set;
(3), during body of wall height＞3.1m, horizontal direction must be provided with the shaped steel crossbeam, the same column of crossbeam materials, the crossbeam two ends are connected with shaped steel column or structure; When the body of wall height surpassed 6m, horizontal direction was established reinforced concrete beam; Shaped steel column and the welding of shaped steel crossbeam are linked to be the whole skeleton of shaped steel;
Sandwiched plate is installed: when wallboard is installed, lift plate, the upper and lower line of ink marker that aligns, and, reinforcing bar and wallboard steel fabric sheet are carried out colligation with the wallboard location, treat that the wallboard basic fixed is located after, more simultaneously with side and bottom reinforcement bars and the colligation of wallboard steel fabric sheet; After installing first block of wallboard; Using such method is carried out second block of wallboard and is installed again, and seam must be closely between second block of wallboard and the first block of wallboard, and the two boards jointing positions is firm with pricking a colligation; Both sides colligation spacing about 100mm, install successively then third and fourth, five ... The piece wallboard.
2. a kind of construction method of super-long super-high steel wire net rack light wallboard according to claim 1 is characterized in that: said web frame adopts steel pipe or section steel manufacture.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100433933A CN101560800B (en) | 2009-05-14 | 2009-05-14 | Construction method of super-long super-high steel wire net rack light wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009100433933A CN101560800B (en) | 2009-05-14 | 2009-05-14 | Construction method of super-long super-high steel wire net rack light wallboard |
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| Publication Number | Publication Date |
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| CN101560800A CN101560800A (en) | 2009-10-21 |
| CN101560800B true CN101560800B (en) | 2012-04-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2009100433933A Expired - Fee Related CN101560800B (en) | 2009-05-14 | 2009-05-14 | Construction method of super-long super-high steel wire net rack light wallboard |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106013239A (en) * | 2016-07-12 | 2016-10-12 | 中国电建集团昆明勘测设计研究院有限公司 | Joint formula piping lane structure |
| CN107143030A (en) * | 2017-06-27 | 2017-09-08 | 石家庄晨伟新民居建设有限公司 | A kind of steel reinforced concrete polyphenyl structural building construction technology |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2713038Y (en) * | 2004-02-23 | 2005-07-27 | 朱孝洪 | Detachable duplex assembling type partition wall |
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2009
- 2009-05-14 CN CN2009100433933A patent/CN101560800B/en not_active Expired - Fee Related
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2713038Y (en) * | 2004-02-23 | 2005-07-27 | 朱孝洪 | Detachable duplex assembling type partition wall |
Non-Patent Citations (1)
| Title |
|---|
| 杨晨.钢丝网架聚苯板外墙外保温施工技术.《山西建筑》.2005,第31卷(第24期),第136页第2节至第137页第5节. * |
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| CN101560800A (en) | 2009-10-21 |
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Granted publication date: 20120418 Termination date: 20180514 |