CN104074358A - Construction method of prefabricated assembled building - Google Patents
Construction method of prefabricated assembled building Download PDFInfo
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- CN104074358A CN104074358A CN201410311425.4A CN201410311425A CN104074358A CN 104074358 A CN104074358 A CN 104074358A CN 201410311425 A CN201410311425 A CN 201410311425A CN 104074358 A CN104074358 A CN 104074358A
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- 238000010276 construction Methods 0.000 title claims abstract description 51
- 238000000034 method Methods 0.000 claims abstract description 25
- 239000002002 slurry Substances 0.000 claims abstract description 18
- 238000009434 installation Methods 0.000 claims abstract description 6
- 238000005259 measurement Methods 0.000 claims abstract description 4
- 230000001681 protective effect Effects 0.000 claims description 59
- 210000003195 fascia Anatomy 0.000 claims description 31
- 229910000831 Steel Inorganic materials 0.000 claims description 11
- 239000012530 fluid Substances 0.000 claims description 11
- 239000010959 steel Substances 0.000 claims description 11
- 238000012216 screening Methods 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 6
- 238000012937 correction Methods 0.000 claims description 5
- 238000013461 design Methods 0.000 claims description 4
- 239000003063 flame retardant Substances 0.000 claims description 3
- 238000005266 casting Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000007689 inspection Methods 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 240000007594 Oryza sativa Species 0.000 description 1
- 235000007164 Oryza sativa Nutrition 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 235000009566 rice Nutrition 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a construction method of a prefabricated assembled building. The construction method comprises the following steps of designing and manufacturing of prefabricated components, acceptance inspection and field entering of the prefabricated components, measurement, paying-off, installation of the prefabricated components, and the like. In the process of installing the prefabricated components, the building is built and constructed through installing two layers of outer wall protection frames and adopting a method of using double-layer frame bodies in an exchange way. The construction method has the advantages that the construction work procedures of installing, correcting and fixing outer wall plates, casting concrete slurry and the like are completed in modes of forming wall connecting preserved holes in the prefabricated outer wall plates and installing the outer wall protection frame; the arrangement of a great number of embedded parts and suspended holes on an outer wall is avoided; the engineering quality is improved; and the damage rate of the outer wall engineering is reduced.
Description
Technical field
The present invention relates to technical field of buildings, be specifically related to a kind of construction method of prefabricated building.
Background technology
Prefabrication is a kind of important building types in industrialization of construction industry process, and it has, and speed of application is fast, the engineering construction cycle is short, production efficiency is high, good product quality, safety and environmental protection, effectively reduce costs, reduce supplies consumption, reduce the plurality of advantages such as working procedure.Prefabrication refers to the building being assembled at the construction field (site) with prefabricated member, in the installation process of prefabricated units, the lifting of member can be fallen after needing constructor's righting to aim at (preformed hole of member is aimed to reserving rib), then carries out adjustment and fixes, and finally grouting connects.In the installation process of the side fascia in prefabricated units, constructor need to complete the working procedures such as above-mentioned righting aligning, adjustment be fixing by outside the building enclosing the scaffold of building.
Present stage, conventional scaffold has console mode scaffold and overhanging scaffold, but no matter be console mode or overhanging type, all needs to fix with building structure.For example, when overhanging scaffold is built, need to, according to the axis size of building, across (6 meters of left and right), a wall-connecting piece be set every 3 in the horizontal direction, every 3-4 rice, a wall-connecting piece be set in the vertical direction, and require each wall-connecting piece set-point to stagger mutually, form plum blossom-shaped and arrange.Wherein, scaffold can be fixed by reinforcing bar, rope, mode and building structure bifilar or multiply iron wire drawknot, also can adopt the fixing of the push-and-pull rods such as steel pipe, fastener or built-in fitting or member realization and building structure.After the construction of building main body completes, clear up these wall-connecting pieces or prefabricated hole is a comparatively complex process.Along with the develop rapidly of Building Trade in China, highrise building and super highrise building are more and more, for these high levels or super highrise building, remove one by one above-mentioned these wall-connecting pieces or prefabricated hole, will be a very huge engineering.And, in the process of these wall-connecting pieces of cleaning or prefabricated hole, very likely damage the metope of having constructed.
Summary of the invention
Consider the problems referred to above of prior art, according to an aspect of the present invention, disclose a kind of construction method of prefabricated building, comprise the following steps:
Design, making prefabricated units, the company's of setting wall preformed hole on the side fascia in prefabricated units;
Prefabricated units are checked and accepted and are marched into the arena, and construction control line is numbered, drawn to prefabricated units;
Measurement, unwrapping wire;
Prefabricated units are installed, and the wallboard of first floor building is installed on the terrace layer of making, and then proofread and correct, fix, fluid concrete slurry,
The concrete slurry of wallboard cast reaches after intensity, on the side fascia of first floor building, by default company's wall preformed hole, one deck exterior wall protective frame is installed,
The floor of next floor is installed on the wallboard of first floor building, is then proofreaied and correct, fixes, fluid concrete slurry,
The concrete slurry of floor cast reaches after intensity, by aforementioned installation, correction, operation fixing, fluid concrete slurry, the wallboard of second layer building is installed on floor, then exterior wall protective frame is installed on the side fascia of second layer building, the floor of next floor is again installed on the wallboard of second layer building;
Repeat the step upwards construction successively that above-mentioned prefabricated units are installed, until building top layer.
As preferably, in the process that prefabricated units are installed, exterior wall protective frame only arranges two-layer, and the method that two-layer exterior wall protective frame adopts double-deck support body exchange to use is carried out building operations to building.
As preferably, in the method that double-deck support body exchange is used, double-deck support body exterior wall protective frame is at the middle and upper levels as construction layer, and constructor carries out building operations to building in this layer of exterior wall protective frame,
After the construction of construction layer completes, dismantle the exterior wall protective frame of lower floor in double-deck support body, upwards erection & lift, becomes new construction layer, and then constructor continues building to carry out building operations on new construction layer.
As preferably, when even wall preformed hole is precast wall panel, reserve out by template.
As preferably, the diameter that connects wall preformed hole is 30mm.
According to another aspect of the present invention, disclose a kind of exterior wall protective frame, comprised support component, platform component, block parts and connect wall part.Wherein, support component is multiple right-angled triangle supports that form that welded successively by horizontal beam, vertical beam, cant beam, and the vertical beam in support is fixed by connecting wall part and side fascia; Platform component comprises horizontal skeleton and scaffold floor, and horizontal skeleton is arranged on support top, is fixedly connected with the horizontal beam of support by bolt and nut, and scaffold floor is laid on horizontal skeleton, and the periphery of horizontal skeleton is provided with the block that prevents the outside landing of scaffold floor; Block parts and comprise many vertical rods and many guardrail and the protective screenings that horizon bar is overlapped to form, guardrail is arranged on support top, is positioned at a side of horizontal skeleton, between vertical rod and horizon bar, links together by fastener, and protective screening is laid on guardrail; Connect wall part comprise connect wall screw, with connect company's wall nut of matching of wall screw and connect wall pad, connect wall screw through the vertical beam of support component and side fascia, fix with wall nut even by connecting wall pad in side fascia inner side.
As preferably, connecting wall pad is the steel plate that 10cm × 10cm, 3mm are thick, and connecting wall screw is 4.8 grades of M28 high-strength bolts.In addition, support is made up of the welding of 5# channel-section steel.Adopt such structure, can make upper people's live load of protective frame reach 200KG.
As preferably, the mode that vertical rod connects by welding or sleeve pipe is fixed on the horizontal beam in support, and horizon bar is at least provided with three roads, and protective screening is dense mesh type fire retardant safety net.Adopt such structure, can make the maximum wind load of protective frame reach 120KG.
Object of the present invention aim to provide a kind of make architecture construction more fast, the prefabricated building construction method of exterior wall better quality.Compared with prior art, one of beneficial effect of the present invention is: in construction method of the present invention, complete the working procedures such as the installation, correction of side fascia, fixing, fluid concrete slurry by the company's of setting wall preformed hole on prefabricated side fascia, mode that exterior wall protective frame is installed, avoid arranging a large amount of built-in fittings and the hole of encorbelmenting on exterior wall, improve workmanship, reduced the spoilage of exterior wall engineering; The method that construction method of the present invention adopts double-deck support body exchange to use is carried out external wall construction to building, with respect to traditional scaffold, has greatly saved expense; The present invention carries out the erection & lift of protective frame after has built body of wall ater-casting, and because body of wall has been linked to be entirety, protective frame only exists deadweight in such cases, and body of wall is not existed to impact; Exterior wall protective frame of the present invention by support component, platform component, block parts, connect wall part four parts and form, the self structure of each several part is simple, is convenient to maintenance, between each several part, is threaded connection, recycling rate of waterused is high; Exterior wall protective frame of the present invention is only arranged on side fascia by company's wall screw, company's wall nut, company's wall pad, convenient disassembly.
Brief description of the drawings
Fig. 1 indicative icon the structure of exterior wall protective frame according to an embodiment of the invention;
Fig. 2 indicative icon the structure of exterior wall protective frame and wall connecting according to an embodiment of the invention.
In figure, 101-horizontal beam, 102-vertical beam, 103-cant beam, 201-horizontal skeleton, 202-cross bar, 203-scaffold floor, 3-block parts, 301-vertical rod, 302-horizon bar, 401-and connect that wall screw, 402-connect wall nut, 403-connects wall pad, 5-side fascia.
Detailed description of the invention
Below in conjunction with drawings and Examples, the present invention is further described, but embodiments of the present invention are not limited to this.For complete understanding the present invention, numerous details are mentioned in the following detailed description.But it should be appreciated by those skilled in the art that the present invention can realize without these details.In other example, be not described in detail known method, process and assembly, in order to avoid unnecessarily make embodiment fuzzy.
A construction method for prefabricated building, comprises the following steps:
Design, making prefabricated units (prefabricated member comprises wallboard, floor, stair, air-condition plate etc.), the company's of setting wall preformed hole on the side fascia in prefabricated units;
Prefabricated units are checked and accepted and are marched into the arena, and construction control line is numbered, drawn to prefabricated units;
Measurement, unwrapping wire;
Prefabricated units are installed, and the wallboard of first floor building is installed on the terrace layer of making, and then proofread and correct, fix, fluid concrete slurry,
The concrete slurry of wallboard cast reaches after intensity, on the side fascia of first floor building, by default company's wall preformed hole, one deck exterior wall protective frame is installed,
The floor of next floor is installed on the wallboard of first floor building, is then proofreaied and correct, fixes, fluid concrete slurry,
The concrete slurry of floor cast reaches after intensity, by aforementioned installation, correction, operation fixing, fluid concrete slurry, the wallboard of second layer building is installed on floor, then exterior wall protective frame is installed on the side fascia of second layer building, the floor of next floor is again installed on the wallboard of second layer building;
Repeat the step upwards construction successively that above-mentioned prefabricated units are installed, until building top layer.
Further, in the process that prefabricated units are installed, exterior wall protective frame only arranges two-layer, and the method that this two-layer exterior wall protective frame adopts double-deck support body exchange to use is carried out building operations to building.Further, in the method that double-deck support body exchange is used, double-deck support body exterior wall protective frame is at the middle and upper levels as construction layer, and constructor carries out building operations to building in this layer of exterior wall protective frame; After the construction of construction layer completes, dismantle the exterior wall protective frame of lower floor in double-deck support body, upwards erection & lift, becomes new construction layer, and then constructor continues building to carry out building operations on new construction layer.
Further, when even wall preformed hole is precast wall panel, reserve out by template.
For the exterior wall protective frame in above-mentioned construction method, Fig. 1 indicative icon according to the structure of the exterior wall protective frame of certain embodiments of the invention, Fig. 2 indicative icon according to the exterior wall protective frame of certain embodiments of the invention and the structure of wall connecting.Exterior wall protective frame as depicted in figs. 1 and 2, comprises support component, platform component, blocks parts 3 and connects wall part.Wherein, support component is the support that is welded successively the right-angled triangle forming by horizontal beam 101, vertical beam 102, cant beam 103, platform component comprises horizontal skeleton 201 and is laid on the scaffold floor 203 on horizontal skeleton 201, block parts and comprise the guardrail being overlapped to form by four vertical rods 301 and three horizon bars 302 and be laid on the protective screening (not shown in FIG.) on guardrail, connect wall part comprise connect wall screw 401, with connect company's wall nut 402 that wall screw 401 matches and wall pad 403 even.
Further, connect wall screw 401 through the vertical beam 102(of support by bolt mounting holes being set on vertical beam 102) and side fascia 5(by company's wall preformed hole default on side fascia), then by arrange in side fascia 5 inner sides connect wall pad 403 and even wall nut 402 exterior wall protective frame and side fascia are connected and fixed.In some embodiment, connecting wall pad 403 is the steel plate that 10cm × 10cm, 3mm are thick, and connecting wall screw 401 is 4.8 grades of M28 high-strength bolts, and the diameter of the company wall preformed hole corresponding with connecting wall screw is 30mm.
Further, guardrail is arranged on support top, is positioned at a side of horizontal skeleton 201, and the vertical rod 301 in guardrail links together by fastener (not shown in FIG.) with horizon bar 302, and protective screening is laid on guardrail.In some embodiment, vertical rod 301 is weldingly fixed on one end of horizontal beam 101 in support.In some embodiment, the mode that vertical rod 301 connects by sleeve pipe is fixed on one end of horizontal beam 101 in support.In some embodiment, protective screening is dense mesh type fire retardant safety net.What adopt said structure blocks the high 1.2m of parts.
Further, horizontal skeleton 201 is arranged on support top, is fixedly connected with the horizontal beam 101 of support by screw bolt and nut, and the periphery of horizontal skeleton 201 is provided with the block that prevents scaffold floor 203 outside landings.In some embodiment, in horizontal skeleton 201, be provided with the cross bar 202 that some prevent that scaffold floor 203 from dropping.In some embodiment, horizontal skeleton 201 is made up of L50 × 3 angle steel and Duo Gen Φ 18 round steel welding.Concrete, first surround by L50 × 3 angle steel the framework that is welded into wide 70mm, then using the Φ of many long 70mm 18 round steel as preventing that the cross bar 202 that scaffold floor 203 drops is welded in parallel in framework, cross bar 202 arranges one every 50cm.
Further, support is made up of the welding of 5# channel-section steel.
In use, its length can be distinguished because of the difference of the side fascia of the use of arranging in pairs or groups (depending on the length of side fascia) to exterior wall protective frame to some extent.Quantity as the support of support component in some embodiment is two, the quantity of some embodiment medium-height trestle can be three or more, but wherein each support can only connect wall part by one group and is connected with side fascia, means that the company's wall preformed hole quantity on side fascia is few.When protective frame is installed, its platform component is positioned at from 10cm place, exterior wall top, constructability personnel's follow-up constructing operation like this.
In the time promoting exterior wall protective frame, must first hang up properly suspension hook, then lifting frame body.When dismounting exterior wall protective frame, be first to hang up properly suspension hook equally, then lifting frame body, finally back-outs and connects wall nut.Exterior wall protective frame is after dismounting, and company's wall preformed hole when operating personnel can install it in the inside of building is cleared up, shutoff.
In construction method of the present invention, utilize on prefabricated side fascia companys of setting wall preformed hole, install exterior wall protective frame complete side fascia installation, correction, fix, the working procedure such as fluid concrete slurry, abandon traditional outside the building wall and set up scaffold and complete the construction techniques of external wall construction, avoid arranging a large amount of built-in fittings and the hole of encorbelmenting on exterior wall, improve the workmanship of building, reduced the spoilage of exterior wall engineering.The method that construction method of the present invention adopts double-deck support body exchange to use is carried out external wall construction to building, with respect to traditional scaffold, has greatly saved expense.Exterior wall protective frame of the present invention by support component, platform component, block parts, connect wall part four parts and form, the self structure of each several part is simple, is convenient to maintenance, between each several part, is threaded connection, recycling rate of waterused is high.Exterior wall protective frame of the present invention is arranged on side fascia convenient disassembly by connecting wall part (connecting wall screw, even wall nut, the even combination of wall pad).
" some embodiment ", " some embodiment ", " embodiment " etc. that spoken of in this manual, refer to specific features, structure or the feature described in conjunction with this embodiment, is included at least one embodiment of the application's generality description.In manual, multiple local appearance statement of the same race is not necessarily to refer to same embodiment.Furthermore, while describing a specific features, structure or feature in conjunction with arbitrary embodiment, what advocate is to realize also falling within the scope of the invention of this feature, structure or feature in conjunction with other embodiment.
Although with reference to multiple explanatory embodiment of the present invention, invention has been described here, but, these amendments and embodiment be construed as those skilled in the art and can design a lot of other amendment and embodiments, within will drop on the disclosed principle scope and spirit of the application.In particular, in the scope of the disclosed specification, drawings and the claims of the application, can carry out multiple modification and improvement to the building block of subject combination layout and/or layout.Except modification that building block and/or layout are carried out with improving, to those skilled in the art, other purposes will be also obvious.
Claims (11)
1. a construction method for prefabricated building, is characterized in that, described construction method comprises the following steps:
Design, making prefabricated units, the company's of setting wall preformed hole on the side fascia in prefabricated units;
Prefabricated units are checked and accepted and are marched into the arena, and construction control line is numbered, drawn to prefabricated units;
Measurement, unwrapping wire;
Prefabricated units are installed, and the wallboard of first floor building is installed on the terrace layer of making, and then proofread and correct, fix, fluid concrete slurry,
The concrete slurry of wallboard cast reaches after intensity, on the side fascia of first floor building, by default company's wall preformed hole, one deck exterior wall protective frame is installed,
The floor of next floor is installed on the wallboard of first floor building, is then proofreaied and correct, fixes, fluid concrete slurry,
The concrete slurry of floor cast reaches after intensity, by aforementioned installation, correction, operation fixing, fluid concrete slurry, the wallboard of second layer building is installed on floor, then exterior wall protective frame is installed on the side fascia of second layer building, the floor of next floor is again installed on the wallboard of second layer building;
Repeat the step upwards construction successively that above-mentioned prefabricated units are installed, until building top layer.
2. the construction method of prefabricated building according to claim 1, it is characterized in that: in the process that prefabricated units are installed, exterior wall protective frame only arranges two-layer, and the method that described two-layer exterior wall protective frame adopts double-deck support body exchange to use is carried out building operations to building.
3. the construction method of prefabricated building according to claim 2, is characterized in that: in the method that described double-deck support body exchange is used,
Double-deck support body exterior wall protective frame is at the middle and upper levels as construction layer, and constructor carries out building operations to building in this layer of exterior wall protective frame,
After the construction of construction layer completes, dismantle the exterior wall protective frame of lower floor in double-deck support body, upwards erection & lift, becomes new construction layer, and then constructor continues building to carry out building operations on new construction layer.
4. the construction method of prefabricated building according to claim 1, is characterized in that: when even wall preformed hole is precast wall panel, reserve out by template.
5. the construction method of prefabricated building according to claim 4, is characterized in that: the diameter that connects wall preformed hole is 30mm.
6. an exterior wall protective frame that is applicable to construction method as described in claim 1-5, is characterized in that: comprises support component, platform component, blocks parts and connects wall part, wherein,
Support component is multiple right-angled triangle supports that form that welded successively by horizontal beam, vertical beam, cant beam, and the vertical beam in described support is fixed by connecting wall part and side fascia,
Platform component comprises horizontal skeleton and scaffold floor, and described horizontal skeleton is arranged on support top, and described scaffold floor is laid on horizontal skeleton,
Block parts and comprise many vertical rods and many guardrail and the protective screenings that horizon bar is overlapped to form, described guardrail is arranged on support top, is positioned at a side of horizontal skeleton, vertical rod and horizon bar in guardrail link together by fastener, and described protective screening is laid on guardrail
Connect wall part comprise connect wall screw, with connect company's wall nut of matching of wall screw and connect wall pad, connect wall screw through the vertical beam in support and side fascia, in side fascia inner side by connect wall pad and even wall nut fix.
7. exterior wall protective frame according to claim 6, is characterized in that: connect in wall part, connecting wall pad is the steel plate that 10cm × 10cm, 3mm are thick, and connecting wall screw is 4.8 grades of M28 high-strength bolts.
8. exterior wall protective frame according to claim 6, is characterized in that: block in parts, vertical rod is fixedly installed on the horizontal beam in support, and horizon bar is at least provided with three roads, and protective screening is dense mesh type fire retardant safety net.
9. exterior wall protective frame according to claim 8, is characterized in that: the mode that vertical rod connects by welding or sleeve pipe is fixed on the horizontal beam in support.
10. exterior wall protective frame according to claim 6, is characterized in that: in platform component, horizontal skeleton is fixedly connected with the horizontal beam of support by screw bolt and nut, and the periphery of horizontal skeleton is provided with the block that prevents the outside landing of scaffold floor.
11. exterior wall protective frame according to claim 6, is characterized in that: support is made up of the welding of 5# channel-section steel.
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2345622Y (en) * | 1998-12-01 | 1999-10-27 | 黑龙江省第一建筑工程公司 | Outer wall suspending structure scaffold |
| JP2000291181A (en) * | 1999-04-13 | 2000-10-17 | Taisei Corp | Construction method for precast earthquake resistant wall |
| CN201053199Y (en) * | 2007-06-19 | 2008-04-30 | 青岛市胶州建设集团有限公司 | Large template pylon |
| CN202483154U (en) * | 2012-03-05 | 2012-10-10 | 中国核工业华兴建设有限公司 | High bearing capacity suspending scaffold |
| CN103422672A (en) * | 2013-08-29 | 2013-12-04 | 杜新智 | Construction method for reinforced concrete prefabricated house |
| CN203947756U (en) * | 2014-07-02 | 2014-11-19 | 中铁二局股份有限公司 | Exterior wall protective frame |
-
2014
- 2014-07-02 CN CN201410311425.4A patent/CN104074358B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2345622Y (en) * | 1998-12-01 | 1999-10-27 | 黑龙江省第一建筑工程公司 | Outer wall suspending structure scaffold |
| JP2000291181A (en) * | 1999-04-13 | 2000-10-17 | Taisei Corp | Construction method for precast earthquake resistant wall |
| CN201053199Y (en) * | 2007-06-19 | 2008-04-30 | 青岛市胶州建设集团有限公司 | Large template pylon |
| CN202483154U (en) * | 2012-03-05 | 2012-10-10 | 中国核工业华兴建设有限公司 | High bearing capacity suspending scaffold |
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