CN106223460B - The prefabricated construction method of large scale wallboard - Google Patents

The prefabricated construction method of large scale wallboard Download PDF

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Publication number
CN106223460B
CN106223460B CN201610653874.6A CN201610653874A CN106223460B CN 106223460 B CN106223460 B CN 106223460B CN 201610653874 A CN201610653874 A CN 201610653874A CN 106223460 B CN106223460 B CN 106223460B
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China
Prior art keywords
prefabricated panel
prefabricated
embedded part
template
terrace
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CN106223460A (en
Inventor
高林
张智
鲁爱创
胡津津
田竹伟
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China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division Co Ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/04Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/044Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres of concrete
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/04Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
    • E04C2/06Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2002/001Mechanical features of panels
    • E04C2002/002Panels with integrated lifting means, e.g. with hoisting lugs

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention discloses a kind of prefabricated construction methods of large scale wallboard, comprising: determines the installation region for making the terrace region of prefabricated panel and for installing prefab-form;The template of prefabricated panel is installed in terrace region, and fixed steel bars mesh sheet, suspension centre embedded part and temporary support embedded part in the template of prefabricated panel;Concreting is carried out to prefabricated panel;After the concrete strength of prefabricated panel reaches lifting requirement, prefabricated panel and temporary support are fixed, then lifting appliance is connect with suspension centre embedded part;Slinging prefabricated panel demoulds prefabricated panel and template, prefabricated panel is hung in installation region, then temporary support is connect with the terrace in installation region;After prefabricated panel is installed in place in installation region, temporary support is removed.The present invention uses in-situ precast wallboard, makes full use of place, breaks through the size limit value of prefabrication, eliminates the multiple lifting and transport of wallboard, and construction method sequencing, speed are fast, the beautiful multiplicity of outer surface effect.

Description

The prefabricated construction method of large scale wallboard
Technical field
The present invention relates to technical field of building construction, refer in particular to a kind of prefabricated construction method of large scale wallboard.
Background technique
Prefabrication is widely used in the building such as house, office building in China, due to the high limit value of layer and construction Technical problem, factory for prefabrication's panel width are no more than 4 meters, and common height is 3 meters or so.However in practical applications, some Extensive building such as logistics center, commercial center, low layer office building building, even for house, the wallboard of prefabrication It is restricted by size, it is also necessary to which repeatedly lifting and transport cannot be applicable in completely.
Summary of the invention
In view of the above problem, the present invention provides a kind of prefabricated construction methods of large scale wallboard, comprising:
Determine the installation region for making the terrace region of prefabricated panel and for installing prefab-form;
The template of prefabricated panel is installed in the terrace region, and in the template of prefabricated panel fixed steel bars mesh sheet, Suspension centre embedded part and temporary support embedded part;Wherein:
Suspension centre embedded part is fixed in the template of prefabricated panel, comprising: the suspension centre embedded part is set to the surface of prefabricated panel, The suspension centre embedded part uses two to plate embedded part and is able to achieve automatically-unhooked;Reinforcement steel is additionally provided with around the suspension centre embedded part Muscle, the suspension centre embedded part are equipped with the linkage section being connected for the hook connector with lifting appliance, and linkage section is equipped with and is used for The hook hole of hook;
Concreting is carried out to prefabricated panel;
After the concrete strength of prefabricated panel reaches lifting requirement, prefabricated panel and temporary support are fixed, then will be risen Equipment is hung to connect with the suspension centre embedded part;
Slinging prefabricated panel demoulds prefabricated panel and template, and prefabricated panel is hung in the installation region, then by institute Temporary support is stated to connect with the terrace in the installation region;
After prefabricated panel is installed in place in the installation region, the temporary support is removed.
The prefabricated construction method of large scale wallboard of the present invention, prefabricated panel use in-situ precast, make full use of place, The size limit value for breaking through prefabrication eliminates the multiple lifting and transport of wallboard, and construction method sequencing, speed of application are fast, The beautiful multiplicity of wallboard outer surface effect;Lifting is using automatically-unhooked so that construction safety, temporary support and ground are proposed with hammer It hits expansion bolt and is connected to precoat terrace or anchoring pile, so that temporary support is more firm.
The prefabricated construction further improvements in methods of large scale wallboard of the present invention are, determine for making dry wall The terrace region of plate, comprising:
The place of construction site meet all prefabricated panels simultaneously it is prefabricated, first pour indoor cushion as the terrace area Domain;Or
The place of construction site is limited, first pours a region as the terrace region, the small prefabricated panel of size is borrowed The prefabricated panel for helping size big carries out prefabricated.
The prefabricated construction further improvements in methods of large scale wallboard of the present invention are, prop up in the terrace region If after the template of prefabricated panel, further includes: be fixed for connecting the company of adjacent prefabricated panel in the template of prefabricated panel Connect embedded part.
The prefabricated construction further improvements in methods of large scale wallboard of the present invention are, prop up in the terrace region If after the template of prefabricated panel, further includes: fix appearance mold in the template of prefabricated panel.
The prefabricated construction further improvements in methods of large scale wallboard of the present invention are, prop up in the terrace region If after the template of prefabricated panel, further includes: the spary release agent in the template of prefabricated panel.
The prefabricated construction further improvements in methods of large scale wallboard of the present invention are, in the template of prefabricated panel Fixed steel bars mesh sheet, comprising:
Arrange the stirrup of lower layer's reinforced mesh, and in place by lower layer's hoisting steel mesh piece;
For the place of door-window opening, cut according to openings position;
It arranges the stirrup of top bars mesh sheet, and top bars mesh sheet is lifted into position;
Intermediate reinforcing bar stirrup is arranged between upper and lower layer reinforced mesh;
Hole and prefabricated panel edge are bound using steel wire;
For constructing edge member, silent stirrup is replaced using two-way opening stirrup.
The prefabricated construction further improvements in methods of large scale wallboard of the present invention are, the fixed temporary support and Rubber sleeve is configured when the suspension centre embedded part, and sprays release agent on the rubber sleeve.
The prefabricated construction further improvements in methods of large scale wallboard of the present invention are, the concrete to prefabricated panel After intensity reaches lifting requirement, prefabricated panel and temporary support are fixed, then lifting appliance is connect with the suspension centre embedded part, is wrapped It includes: after the concrete strength of prefabricated panel reaches lifting requirement, first taking out the rubber sleeve, then prefabricated panel is propped up with interim Support is fixed, and then again connect lifting appliance with the suspension centre embedded part.
The prefabricated construction further improvements in methods of large scale wallboard of the present invention are, by the temporary support and institute State the terrace connection in installation region, comprising: by the terrace of the temporary support and the installation region using hammering expanding screw Bolt is anchored.
Detailed description of the invention
Fig. 1 is the flow diagram of the prefabricated construction method of large scale wallboard of the present invention.
Fig. 2 is the scheme of installation of the suspension centre embedded part of the prefabricated construction method of large scale wallboard of the present invention.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to the accompanying drawings and embodiments, right The present invention is further elaborated.It should be appreciated that described herein, specific examples are only used to explain the present invention, not For limiting the present invention.
Referring to shown in Fig. 1, Fig. 1 is the flow diagram of the prefabricated construction method of large scale wallboard of the present invention for cooperation. The prefabricated construction method of large scale wallboard of the present invention, comprising:
Step S01: the installation region for making the terrace region of prefabricated panel and for installing prefab-form is determined;
Step S02: the template of prefabricated panel is installed in the terrace region, and fixes steel in the template of prefabricated panel Muscle mesh sheet, suspension centre embedded part and temporary support embedded part;
Step S03: concreting is carried out to prefabricated panel;
Step S04: after the concrete strength of prefabricated panel reaches lifting requirement, prefabricated panel and temporary support are consolidated It is fixed, then lifting appliance is connect with the suspension centre embedded part;
Step S05: slinging prefabricated panel demoulds prefabricated panel and template, and prefabricated panel is hung to the installation region It is interior, then the temporary support is connect with the terrace in the installation region;
Step S06: after prefabricated panel is installed in place in the installation region, the temporary support is removed.
The prefabricated construction method of large scale wallboard of the present invention, prefabricated panel use in-situ precast, make full use of place, The size limit value for breaking through prefabrication eliminates the multiple lifting and transport of wallboard, and construction method sequencing, speed of application are fast, The beautiful multiplicity of wallboard outer surface effect;Lifting is using automatically-unhooked so that construction safety, temporary support and ground are proposed with hammer It hits expansion bolt and is connected to precoat terrace or anchoring pile, so that temporary support is more firm.
Wherein, in above-mentioned steps S01, the terrace region for making prefabricated panel is determined, comprising:
The place of construction site meet all prefabricated panels simultaneously it is prefabricated, first pour indoor cushion as the terrace area Domain;Or
The place of construction site is limited, first pours a region as the terrace region, the small prefabricated panel of size is borrowed The prefabricated panel for helping size big carries out prefabricated.
Specifically, the terrace region of prefabricated panel is determined according to construction place and wallboard layout drawing and specification, and Bed die (corresponding wallboard outer surface) for prefabricated panel;
A can be used and first be poured if building yard meets all wallboards simultaneously prefabricated (for example, for warehouse, workshop etc.) Build indoor cushion;
B can pour a region for prefabricated panel if building yard is limited, meanwhile, the small wallboard of size can be with It is carried out by the big wallboard of size prefabricated;
C, if the temporary support of prefabricated panel is anchored in the terrace in installation region, concrete used by the terrace etc. Grade and thickness need to reach design requirement;
D needs prefabricated panel terrace to meet certain flatness (2 meter Nei Gao to guarantee the appearance of prefabricated panel Difference is no more than 3mm) and smoothness (before concrete reaches initial set, repeatedly smearing pressure);
E, ponding in order to prevent, can appropriate slope, drained.
In above-mentioned steps S02, after installing the template of prefabricated panel in the terrace region, further includes: prefabricated It is fixed for connecting the connection embedded part of adjacent prefabricated panel in the template of wallboard, fixes appearance effect in the template of prefabricated panel Fruit mold and the spary release agent in the template of prefabricated panel.
Specifically, unwrapping wire, including template, wallboard appearance mold connect embedded part with other structures component, fix temporarily Support the sleeve embedded part and facial suspension centre embedded part of embedded part.
A, the connection embedded part being arranged between prefabricated panel, determines the need for according to design requirement;
B, fixed side form template, template punching block, wooden model and gang form etc.;
C, the selection of template is it is contemplated that being used in turn for material
D, the selection of template need to guarantee not occur bending and deformation;
E, spary release agent are recommended to use clear water release agent, to prevent rain drop erosion for area of heavy rainfull and season.
In above-mentioned steps S02, the fixed steel bars mesh sheet in the template of prefabricated panel, it is preferred to use electric welding production steel mesh Piece, comprising:
A, according to the stirrup of atlas arrangement lower layer's reinforced mesh, and in place by lower layer's hoisting steel mesh piece;
B cuts the place of door-window opening according to openings position;
C arranges the stirrup of top bars mesh sheet with the arrangement of lower layer's reinforced mesh, and top bars mesh sheet is hung It is attached to position;
D can arrange intermediate reinforcing bar stirrup or individually arrangement top bars stirrup between upper and lower layer reinforced mesh;
E can according to need and determine whether to be laid with insulating layer, needs to add thermal-insulation connecting piece at this time;
F, hole and prefabricated panel edge are bound using steel wire;
G can replace silent stirrup using two-way opening stirrup for constructing edge member.
In above-mentioned steps S02, suspension centre embedded part is fixed in the template of prefabricated panel, it is attached for facial suspension centre embedded part Add reinforcing bar to need according to design requirement, and reinforcing bar and suspension centre embedded part must not be welded, is specifically included:
A lifts by crane large scale wallboard using face, i.e., the described suspension centre embedded part is set to the surface of prefabricated panel;
B, in order to avoid high altitude operation, suspension centre embedded part uses two to plate embedded part, as shown in Fig. 2, being large scale of the present invention The scheme of installation of the suspension centre embedded part of the prefabricated construction method of wallboard in Fig. 2, is additionally provided with reinforcement around suspension centre embedded part 10 Reinforcing bar 20, suspension centre embedded part 10 are equipped with the linkage section 30 being connected for the hook connector with lifting appliance, set on linkage section 30 There is the hook hole 310 for hook.Particularly, 1. reinforcing bar, 20 diameter is 16mm, length 600mm, using HRB400;2. When construction, built-in fitting direction is paid attention to, the distance of 10 distance from top concrete outer surface of suspension centre embedded part is not greater than 5mm;3. hook Connector is connect by D-ring with steel strand wires, while when clasping built-in fitting, the direction direction coping of handle;
C requires configuration rubber sleeve, takes for the ease of the later period when fixing the sleeve embedded part and suspension centre embedded part of temporary support Out, rubber sleeve needs to spray release agent.
In above-mentioned steps S03, strength grade of concrete, aggregate, gradation, slump etc. will be up to state standards And design requirement needs laminated pouring if being equipped with insulating layer.And implement concrete surface leveling, polishing and maintenance.
In above-mentioned steps S04, after the concrete strength of prefabricated panel reaches lifting requirement, by prefabricated panel and temporarily Support is fixed, then lifting appliance is connect with the suspension centre embedded part, comprising: the concrete strength to prefabricated panel, which reaches lifting, to be wanted After asking, the rubber sleeve is first taken out, then prefabricated panel and temporary support are fixed, then again by the hanging buckle connector of lifting appliance It is connect with the suspension centre embedded part.
In above-mentioned steps S05, when prefabricated panel lifts by crane:
A needs slowly to operate crane, lifts by crane repeatedly when just demoulding is lifted by crane;
B is rinsed surfaces of wall using giant after prefabricated panel demoulding;
In above-mentioned steps S05, the temporary support is connect with the terrace in the installation region, comprising:
A, fixed temporary support, preferably by the terrace of the temporary support and the installation region using hammering expansion bolt It is anchored, if without the fixation of terrace and temporary support anchoring pile can be used, present invention simultaneously provides the selections of common anchoring pile Table see the table below 1;
B using level, while adjusting temporary support, guarantees the verticality of wallboard and the levelness at top;
C can remove temporary support after prefabricated panel and fixed other structures.
Table 1
Below in conjunction with specific embodiment, the prefabricated construction method of large scale wallboard of the present invention is described in detail.
By taking the library Prologis Logistic Park A3 of Liuyang as an example, building is 240 meters long, and width is 95 meters, and column is away from being 12 meters, span 24 Rice, cornice absolute altitude are 10m, which introduces North America Tilt-up building system, are mixed using steel construction and concrete wall Structure, outer curtain wall penel participate in whole stress, and wall-plate level is up to 14.6 meters.The prefabricated construction of large scale wallboard of the present invention The construction procedure of method, prefabricated panel is as follows:
(1) this project first pours indoor cushion, strength grade of concrete C30, with a thickness of 150mm, the flatness of bed course Requirement is substantially met with smoothness;
(2) unwrapping wire, including template, wallboard appearance mold connect embedded part, fixed temporary support with other structures component Sleeve embedded part and facial suspension centre embedded part, setting connection embedded part between the wallboard of interlayer Office Area;
(3) fixed side form template, this project use channel steel steel form;
(4) moulding and chamfering item use solid wood, and wherein chamfering item is bonded using double-sided adhesive and channel steel, and moulding is adopted It is fixed with nailing and indoor cushion;
(5) Liuyang City is rainy, therefore uses clear water release agent;
(6) reinforced mesh makes:
A makes reinforced mesh using electric welding;
B arranges the stirrup of lower layer's reinforced mesh, and spacing is no more than 1 meter between stirrup, then by lower layer's hoisting steel mesh piece In place,
C cuts the place of door-window opening according to openings position;
D arranges top bars mesh sheet stirrup, places top bars mesh sheet;
E, hole and panel edges are bound using steel wire;
F replaces silent stirrup using two-way opening stirrup for constructing edge member;
(7) fixation of embedded part, for facial suspension centre embedded part, additional bar needs (must not be by reinforcing bar according to design requirement Welded with suspension centre embedded part), temporary support embedded part sleeve and suspension centre embedded part rubber sleeve (surface spraying release agent) are fixed;
(8) concreting, this project use strength grade of concrete for C45, slump 18cm;
(9) concrete surface flattens, polishing and maintenance;
(10) when R.C. wall board strength grade reaches 70%, the rubber sleeve in step (7) is taken out first, it is fixed simultaneously Then hanging buckle connector is connected by the connection of temporary support and wallboard with suspension centre embedded part;
(11) wallboard lifts by crane, and when just demoulding is lifted by crane, needs slowly to operate crane, lifts by crane repeatedly, after wallboard demoulding, utilizes height Pressure hydraulic giant is rinsed surfaces of wall;
(12) temporary support is fixed with indoor cushion using hammering expansion bolt, using level, is adjusted simultaneously Temporary support guarantees the verticality of wallboard and the levelness at top.
On the one hand the prefabricated construction method of large scale wallboard of the present invention makes full use of place, separately using in-situ precast On the one hand the size limit value for breaking through prefabrication saves wallboard in multiple lifting and transport;Lifting using automatically-unhooked so that Construction safety, temporary support and ground are proposed with hammering expansion bolt and are connected to precoat terrace or anchoring pile, so that temporary support It is more firm.The sequencing of this construction method, speed of application are fast, shorten construction period, wallboard outer surface effect beauty multiplicity etc..
The prefabricated construction method of large scale wallboard of the present invention, large-size reinforcement bar concrete panel use in-situ precast, Width is unrestricted, determines its economic width by building requirements or structure design, if wallboard participates in whole stress, highly may be used To reach 18 meters.Wallboard installation using face overturning lifting, while realize it is automatically-unhooked, can be to avoid high altitude operation, using can Adjusting supports temporary support effect.Therefore, large-size reinforcement bar concrete panel construction requirement is high, and difficulty of construction is big, further relates to The selection of auxiliary products.
The above is only presently preferred embodiments of the present invention, not does limitation in any form to the present invention, though So the present invention has been disclosed as a preferred embodiment, and however, it is not intended to limit the invention, any technology people for being familiar with this profession Member, in the range of not departing from technical solution of the present invention, when the technology contents using the disclosure above are modified or are repaired Decorations are the equivalent embodiment of equivalent variations, but anything that does not depart from the technical scheme of the invention content, technology according to the present invention are real Matter any simple modification, equivalent change and modification to the above embodiments, still fall within the range of technical solution of the present invention It is interior.

Claims (9)

1. a kind of prefabricated construction method of large scale wallboard characterized by comprising
Determine the installation region for making the terrace region of prefabricated panel and for installing prefab-form;
The template of prefabricated panel, and fixed steel bars mesh sheet, suspension centre in the template of prefabricated panel are installed in the terrace region Embedded part and temporary support embedded part;Wherein:
Suspension centre embedded part is fixed in the template of prefabricated panel, comprising: the suspension centre embedded part is set to the surface of prefabricated panel, described Suspension centre embedded part uses two to plate embedded part and is able to achieve automatically-unhooked;It is additionally provided with reinforcing bar around the suspension centre embedded part, institute It states suspension centre embedded part and is equipped with the linkage section being connected for the hook connector with lifting appliance, linkage section is equipped with for hook Hook hole;
Concreting is carried out to prefabricated panel;
After the concrete strength of prefabricated panel reaches lifting requirement, prefabricated panel and temporary support are fixed, then lifting is set It is standby to be connect with the suspension centre embedded part;
Slinging prefabricated panel demoulds prefabricated panel and template, and prefabricated panel is hung in the installation region, then is faced described When support connect with the terrace in the installation region;
After prefabricated panel is installed in place in the installation region, the temporary support is removed.
2. the prefabricated construction method of large scale wallboard as described in claim 1, which is characterized in that determination is pre- for making The terrace region of wallboard processed, comprising:
The place of construction site meet all prefabricated panels simultaneously it is prefabricated, first pour indoor cushion as the terrace region;Or
The place of construction site is limited, first pours a region as the terrace region, the small prefabricated panel of size is by ruler Very little big prefabricated panel carries out prefabricated.
3. the prefabricated construction method of large scale wallboard as described in claim 1, which is characterized in that in the terrace region After the template for inside installing prefabricated panel, further includes: be fixed for connecting adjacent prefabricated panel in the template of prefabricated panel Connection embedded part.
4. the prefabricated construction method of large scale wallboard as described in claim 1, which is characterized in that in the terrace region After the template for inside installing prefabricated panel, further includes: fix appearance mold in the template of prefabricated panel.
5. the prefabricated construction method of large scale wallboard as described in claim 1, which is characterized in that in the terrace region After the template for inside installing prefabricated panel, further includes: the spary release agent in the template of prefabricated panel.
6. the prefabricated construction method of large scale wallboard as described in claim 1, which is characterized in that in the mould of prefabricated panel Fixed steel bars mesh sheet on plate, comprising:
Arrange the stirrup of lower layer's reinforced mesh, and in place by lower layer's hoisting steel mesh piece;
For the place of door-window opening, cut according to openings position;
It arranges the stirrup of top bars mesh sheet, and top bars mesh sheet is lifted into position;
Intermediate reinforcing bar stirrup is arranged between upper and lower layer reinforced mesh;
Hole and prefabricated panel edge are bound using steel wire;
For constructing edge member, silent stirrup is replaced using two-way opening stirrup.
7. the prefabricated construction method of large scale wallboard as described in claim 1, which is characterized in that the fixed interim branch Rubber sleeve is configured when support and the suspension centre embedded part, and sprays release agent on the rubber sleeve.
8. the prefabricated construction method of large scale wallboard as claimed in claim 7, which is characterized in that the mixed of prefabricated panel After solidifying soil intensity reaches lifting requirement, prefabricated panel and temporary support are fixed, then lifting appliance and the suspension centre embedded part are connected Connect, comprising: reach after lifting requires after the concrete strength of prefabricated panel, first take out the rubber sleeve, then by prefabricated panel with Temporary support is fixed, and then again connect lifting appliance with the suspension centre embedded part.
9. the prefabricated construction method of large scale wallboard as described in claim 1, which is characterized in that by the temporary support It is connect with the terrace in the installation region, comprising: the temporary support and the terrace of the installation region is swollen using hammering Swollen bolt is anchored.
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Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106986291A (en) * 2017-05-12 2017-07-28 黄坤坤 Large scale prefabricated wallboard overturns construction method for hanging in the air
CN108487552B (en) * 2018-05-22 2024-05-24 李凤东 Picking piece of dismantling-free template system
CN111962546A (en) * 2020-07-25 2020-11-20 上海精典规划建筑设计有限公司 Connecting joint structure for lifting wall and foundation and construction process thereof

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN204001447U (en) * 2014-06-06 2014-12-10 中建七局建筑装饰工程有限公司 A kind of novel cast in place reinforced bar net
CN104563384A (en) * 2014-12-12 2015-04-29 中国建筑股份有限公司 Structural heat-preservation decoration integrated large-size prefabricated outer wall-hung plate and manufacturing method thereof
CN105350703A (en) * 2015-11-30 2016-02-24 中国建筑股份有限公司 Lightweight-aggregate cell-concrete large prefabricated externally-hung wallboard, manufacturing method thereof and installing method thereof
CN105625632A (en) * 2016-03-14 2016-06-01 程丹松 Prefabricated external wall panel and manufacturing technology thereof

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20150276318A1 (en) * 2014-03-28 2015-10-01 Ronald J. Marks Cmu cooling tower and method of construction

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN204001447U (en) * 2014-06-06 2014-12-10 中建七局建筑装饰工程有限公司 A kind of novel cast in place reinforced bar net
CN104563384A (en) * 2014-12-12 2015-04-29 中国建筑股份有限公司 Structural heat-preservation decoration integrated large-size prefabricated outer wall-hung plate and manufacturing method thereof
CN105350703A (en) * 2015-11-30 2016-02-24 中国建筑股份有限公司 Lightweight-aggregate cell-concrete large prefabricated externally-hung wallboard, manufacturing method thereof and installing method thereof
CN105625632A (en) * 2016-03-14 2016-06-01 程丹松 Prefabricated external wall panel and manufacturing technology thereof

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
"再生混凝土现场平浇预制装配结构墙板节点抗震性能试验研究";王一行;《中国优秀硕士学位论文全文数据库工程科技Ⅱ辑》;20130215(第2期);C038-472页
"再生混凝土现场平浇预制装配结构墙板节点抗震性能试验研究";王一行;《中国优秀硕士学位论文全文数据库工程科技Ⅱ辑》;20130215;C038-472页

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