CN104775555B - A kind of T-shaped composite plate shear wall edge member and attaching method thereof - Google Patents
A kind of T-shaped composite plate shear wall edge member and attaching method thereof Download PDFInfo
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- CN104775555B CN104775555B CN201510214879.4A CN201510214879A CN104775555B CN 104775555 B CN104775555 B CN 104775555B CN 201510214879 A CN201510214879 A CN 201510214879A CN 104775555 B CN104775555 B CN 104775555B
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Abstract
The invention discloses a kind of T-shaped composite plate shear wall edge member and attaching method thereof, this method is applied to overlaid plate type assembled industrialized building, is mainly used in overlaid plate type concrete shear wall structure.T-shaped composite plate shear wall edge member is mainly made up of the first edge of a wing wallboard, the second edge of a wing wallboard, web wallboard, elongated longitudinal reinforcement, longitudinal lap joint reinforcing bar, horizontal overlap joint reinforcing bar and cast-in-place concrete core wall, first edge of a wing wallboard, the second edge of a wing wallboard and web wallboard are prefabricated composite wallboard, forming one end of T-shaped angular position edge member, longitudinal reinforcement is embedded in composite wallboard in stirrup and edge member in edge member.The present invention's is mainly characterized by T-shaped composite plate shear wall edge member assembling, and four big advantages are brought for engineering-built：1) scene is without construction formwork；2) scene is without assembling reinforcement；3) speed of application is improved；4) industrialization degree of overlaid plate type concrete construction is lifted.
Description
Technical field
The present invention relates to overlaid plate type assembled industrialized building field, and in particular to one kind is applied to overlaid plate type coagulation
T-shaped composite plate shear wall edge member of native shear wall structure and attaching method thereof.
Background technology
With the lifting of people's living standard, higher demand is there has also been to living environment.Traditional extensive house is built
Make that mode is gradually industrialized, integrated mode of construction substitutes.In this context, overlaid plate type concrete shear wall
Structure is arisen at the historic moment, and it can realize standardization and the modularization of residential structure part, reduces Site Template supporting erection, while
Construction period can be reduced.
But according to the data hitherto known, including application publication number is CN102912900A's《A kind of prefabricated dress
With overlaid plate type concrete shear wall structure and its form of construction work》It is CN202925721U's with Authorization Notice No.《It is a kind of prefabricated
Assemble overlaid plate type concrete shear wall structure》, the T-shaped angular position of current overlaid plate type concrete shear wall structure uses
Cast-in-place edge member, in the specific implementation, builder had both needed live assembling reinforcement, needed to set up template again, reduced and apply
Work efficiency rate.
The content of the invention
In view of the shortcomings of the prior art, the present invention is intended to provide a kind of T-shaped composite plate shear wall edge member and its company
Connect method, on the premise of structural integrity is not reduced, eliminate T-shaped composite plate shear wall edge member reinforcing bar colligation and
Template is set up, and has reached the effect for improving overlaid plate type concrete shear wall structure building efficiency.
To achieve these goals, the present invention adopts the following technical scheme that：
A kind of T-shaped composite plate shear wall edge member, including longitudinal lap joint reinforcing bar, horizontal overlap joint reinforcing bar, are also wrapped in addition
The first edge of a wing wallboard, the second edge of a wing wallboard and web wallboard are included, three is the prefabricated composite wallboard including at least two layers of plate body；
First edge of a wing wallboard and the second edge of a wing wallboard connect the both sides of described web wallboard one end respectively, and common with web wallboard
It is T-shaped；Stirrup and edge in edge member are embedded with the plate body of first edge of a wing wallboard, the second edge of a wing wallboard and web wallboard
Longitudinal reinforcement in component, and the space between plate body has poured cast-in-place concrete core wall；The horizontal overlap joint reinforcing bar is across first
Cast-in-place concrete core wall in edge of a wing wallboard and the second edge of a wing wallboard；The longitudinal lap joint reinforcing bar is distributed in institute according to design requirement
State cast-in-place concrete core within the walls.The effect of level overlap joint steel-bar arrangement is to ensure the first edge of a wing wallboard, the second edge of a wing wallboard and abdomen
Effective transmission of power between board wall plate.
It should be noted that stirrup is provided with to web wallboard in the edge member being embedded in the plate body of the web wallboard
Overhanging section of the stirrup extended with the first edge of a wing wallboard, the second edge of a wing wallboard intersection.
Explanation is needed further exist for, cuff has elongated longitudinal reinforcement in overhanging section of the stirrup.
It should be noted that the horizontal overlap joint reinforcing bar is cast-in-place in the first edge of a wing wallboard and the second edge of a wing wallboard respectively
Two segment length of concrete core wall are satisfied by Specification Design requirement.
The connection method of above-mentioned T-shaped composite plate shear wall edge member comprises the following steps：
Longitudinal lap joint reinforcing bar and elongated longitudinal reinforcement have been reserved in precalculated position to S1 at the scene；
First edges of a wing of S2 wallboard is in place：First edge of a wing wallboard is lifted to precalculated position, adjusts its levelness and perpendicularity,
It is and fixed；
S3 web wallboards it is in place：Web wallboard is lifted to precalculated position, adjusts its levelness and perpendicularity, and it is solid
It is fixed；
The insertion of the horizontal overlap joint reinforcing bars of S4：It is flat that water supply is left in first edge of a wing wallboard and the second edge of a wing wallboard in advance
The space of slip of bar is overlapped, level overlap joint reinforcing bar is inserted in the first edge of a wing wallboard, makes the stirrup of its one end and web wallboard
Overhanging section of outside is concordant, it is ensured that it does not influence the in place of the second edge of a wing wallboard, and the diameter of level overlap joint reinforcing bar and spacing are according to setting
Drawing is counted to determine；
Second edges of a wing of S5 wallboard it is in place：Second edge of a wing wallboard is lifted to precalculated position, adjusts its levelness and vertical
Degree, and it is fixed；
S6 is horizontal to overlap the in place of reinforcing bar：Level overlap joint reinforcing bar is moved into the second edge of a wing wallboard, makes it across first wing
Edge wallboard and the second fin wall intralamellar part；
S7 cast-in-place concrete core wall pouring constructions：Checked before concreting the first edge of a wing wallboard, the second edge of a wing wallboard and
Installation deviation, the stable degree of web wallboard, after conforming to quality requirements, carry out pouring for cast-in-place concrete core wall.
It should be further stated that in step S6, the length in horizontal overlap joint reinforcing bar second edge of a wing wallboard of immigration
It is final to cause horizontal overlap joint reinforcing bar in the first edge of a wing wallboard and the second edge of a wing wallboard for the half of horizontal overlap joint reinforcing bar total length
Length be satisfied by Specification Design requirement.
The beneficial effects of the present invention are：By by the stirrup in T-shaped composite plate shear wall edge member and longitudinal steel
Muscle is directly prefabricated in composite wallboard, and the reinforcing bar colligation and template for eliminating field worker are set up；By setting overhanging section of stirrup
Reinforcing bar is overlapped with level, ensure that the globality of the globality of T-shaped composite plate shear wall edge member, i.e. structure.The present invention
Labour can be reduced, improves overlaid plate type concrete shear wall structure building efficiency, lifts building industrialization degree.
Brief description of the drawings
Fig. 1 is traditional T-shaped composite plate shear wall edge member transverse direction sectional plain-view drawing；
Fig. 2 is the T-shaped composite plate shear wall edge member transverse direction sectional plain-view drawing of the present invention；
Fig. 3 is the step S1 of connection method of the present invention schematic diagram；
Fig. 4 is the step S2 of connection method of the present invention schematic diagram；
Fig. 5 is the step S3 schematic diagrames of connection method of the present invention；
Fig. 6 and Fig. 7 is the step S4 schematic diagrames of connection method of the present invention：
Fig. 8 and Fig. 9 is the step S5 schematic diagrames of connection method of the present invention；
Figure 10 is the step S6 schematic diagrames of connection method of the present invention.
Embodiment
Below with reference to accompanying drawing, the invention will be further described, it is necessary to which explanation, the present embodiment is with this technology side
Premised on case, detailed embodiment and specific operating process are given, but protection scope of the present invention is not limited to this reality
Apply example.
As shown in figure 1, the T-shaped composite plate shear wall edge member of traditional overlaid plate type concrete shear wall structure is adopted
With the cast-in-place mode of tradition, longitudinal lap joint reinforcing bar 104 is reserved according to design requirement, by 101, No. two overlapping walls of No.1 composite wallboard
Plate 102 and No. three composite wallboards 103 lift after in place and leveling is fixed longitudinal steel, it is necessary in builder's colligation edge member
Muscle 105 and stirrup 106, arrange the horizontal overlap joint reinforcing bar 108 of horizontal overlap joint reinforcing bar 107 and second, treat to need after the completion of reinforcing bar colligation into
One step sets up template, last casting concrete core wall 109.Wherein 100 be No.1 composite wallboard 101 and No. two composite wallboards 102
The installation tolerance seam of junction.
As shown in Fig. 2 a kind of T-shaped composite plate shear wall edge member, including longitudinal lap joint reinforcing bar 4, horizontal overlap joint steel
Muscle 7, additionally includes the first edge of a wing wallboard 11, the second edge of a wing wallboard 12 and web wallboard 13, and three is including at least two layers
The prefabricated composite wallboard of plate body；First edge of a wing wallboard 11 and the second edge of a wing wallboard 12 connect the web wallboard 13 1 respectively
The both sides at end, and it is jointly T-shaped with web wallboard 13, and installation tolerance seam 10 is left in the junction of three.First edge of a wing
It is embedded with the plate body of wallboard 11, the second edge of a wing wallboard 12 and web wallboard 13 in edge member in stirrup 6 and edge member
Longitudinal reinforcement 5, and the space between plate body has poured cast-in-place concrete core wall 9；The horizontal overlap joint reinforcing bar 7 is across first edge of a wing
Cast-in-place concrete core wall in the edge of a wing wallboard 12 of wallboard 11 and second；The longitudinal lap joint reinforcing bar 4 is distributed according to design requirement
In the cast-in-place concrete core wall 9.The effect that level overlap joint reinforcing bar 7 is set is to ensure the first edge of a wing wallboard 11, the second fin wall
Effective transmission of power between plate 12 and web wallboard 13.
It should be noted that stirrup 6 is provided with to web in the edge member being embedded in the plate body of the web wallboard 13
The edge of a wing wallboard 11 of wallboard 13 and first, overhanging section 15 of the stirrup of the intersection of the second edge of a wing wallboard 12 extension.
It should be noted that cuff has elongated longitudinal reinforcement 14 in overhanging section 15 of the stirrup.
It should be noted that the horizontal overlap joint reinforcing bar 7 is located at the first edge of a wing wallboard 11 and the second edge of a wing wallboard 12 respectively
Two segment length of interior cast-in-place concrete core wall are satisfied by Specification Design requirement.
The connection method of above-mentioned T-shaped composite plate shear wall edge member comprises the following steps：
S1 is as shown in figure 3, longitudinal lap joint reinforcing bar 4 and elongated longitudinal reinforcement 14 have been reserved in precalculated position at the scene；
First edges of a wing of S2 wallboard is in place：As shown in figure 4, the first edge of a wing wallboard 11 is lifted to precalculated position, its water is adjusted
Pingdu and perpendicularity, and it is fixed；
S3 web wallboards it is in place：As shown in figure 5, web wallboard 13 is lifted to precalculated position, adjust its levelness and
Perpendicularity, and it is fixed；
The insertion of the horizontal overlap joint reinforcing bars of S4：As shown in Figure 6, Figure 7, first edge of a wing wallboard 11 and the second edge of a wing wallboard 12
The space that flat overlap joint reinforcing bar 7 slides of supplying water inside is left in advance, and level overlap joint reinforcing bar 7 is inserted in the first edge of a wing wallboard 11, made
Overhanging section 15 outside of its one end and the stirrup of web wallboard 13 is concordant, it is ensured that it does not influence in place, the water of the second edge of a wing wallboard 12
The diameter and spacing of flat overlap joint reinforcing bar 7 determine according to design drawing；
Second edges of a wing of S5 wallboard it is in place：As shown in Figure 8, Figure 9, the second edge of a wing wallboard 12 is lifted to precalculated position, adjusted
Whole its levelness and perpendicularity, and it is fixed；
S6 is horizontal to overlap the in place of reinforcing bar：As shown in Figure 10, level overlap joint reinforcing bar 7 is moved into the second edge of a wing wallboard 12,
Make it inside the first edge of a wing wallboard 11 and the second edge of a wing wallboard 12；
The pouring construction of S7 cast-in-place concrete cores wall 9：Checked before concreting the first edge of a wing wallboard, the second edge of a wing wallboard and
Installation deviation, the stable degree of web wallboard, after conforming to quality requirements, according to common method by the way of pump concrete pours
Carry out pouring construction.
It should be further stated that in step S6, the length in horizontal overlap joint reinforcing bar 7 second edge of a wing wallboard 12 of immigration
The half that the total length of reinforcing bar 7 is overlapped for level is spent, it is final to cause the horizontal reinforcing bar 7 that overlaps on the first edge of a wing wallboard 11 and second edge of a wing
Length in wallboard 12 is satisfied by Specification Design requirement.
For those skilled in the art, technical scheme that can be more than and design, make various corresponding
Change and deform, and all these change and deformation should be construed as being included within the protection domain of the claims in the present invention.
Claims (4)
1. a kind of T-shaped composite plate shear wall edge member, including longitudinal lap joint reinforcing bar, horizontal overlap joint reinforcing bar, it is characterised in that
Also include the first edge of a wing wallboard, the second edge of a wing wallboard and web wallboard, three is the prefabricated overlapping including at least two layers of plate body
Wallboard；First edge of a wing wallboard and the second edge of a wing wallboard connect the both sides of described web wallboard one end respectively, and with web wall
Plate is jointly T-shaped；Stirrup in edge member is embedded with the plate body of first edge of a wing wallboard, the second edge of a wing wallboard and web wallboard
With longitudinal reinforcement in edge member, and the space between plate body has poured cast-in-place concrete core wall；The horizontal overlap joint reinforcing bar is horizontal
Across the cast-in-place concrete core wall in the first edge of a wing wallboard and the second edge of a wing wallboard；The longitudinal lap joint reinforcing bar is according to design requirement point
Cloth in the cast-in-place concrete core within the walls；Stirrup in the edge member in the plate body of the web wallboard is embedded in be provided with to web
Wallboard and the first edge of a wing wallboard, overhanging section of the stirrup of the second edge of a wing wallboard intersection extension；There is cuff in overhanging section of the stirrup
Elongated longitudinal reinforcement.
2. a kind of T-shaped composite plate shear wall edge member according to claim 1, it is characterised in that the level is taken
Connecing reinforcing bar, two segment length of cast-in-place concrete core wall are satisfied by specification in the first edge of a wing wallboard and the second edge of a wing wallboard respectively
Design requirement.
A kind of 3. connection method of the T-shaped composite plate shear wall edge member described in claim 1, it is characterised in that including
Following steps：
Longitudinal lap joint reinforcing bar and elongated longitudinal reinforcement have been reserved in precalculated position to S1 at the scene；
First edges of a wing of S2 wallboard is in place：First edge of a wing wallboard is lifted to precalculated position, adjusts its levelness and perpendicularity, and it is solid
It is fixed；
S3 web wallboards it is in place：Web wallboard is lifted to precalculated position, adjusts its levelness and perpendicularity, and it is fixed；
The insertion of the horizontal overlap joint reinforcing bars of S4：The flat overlap joint of water supply is left in first edge of a wing wallboard and the second edge of a wing wallboard in advance
The space of slip of bar, level overlap joint reinforcing bar is inserted in the first edge of a wing wallboard, makes its one end and the stirrup of web wallboard overhanging
Section outside is concordant, it is ensured that it does not influence the in place of the second edge of a wing wallboard, and the diameter and spacing of level overlap joint reinforcing bar are according to design drawing
Paper determines；
Second edges of a wing of S5 wallboard it is in place：Second edge of a wing wallboard is lifted to precalculated position, adjusts its levelness and perpendicularity, and
It is fixed；
S6 is horizontal to overlap the in place of reinforcing bar：Level overlap joint reinforcing bar is moved into the second edge of a wing wallboard, makes it across the first fin wall
Plate and the second fin wall intralamellar part；
S7 cast-in-place concrete core wall pouring constructions：The first edge of a wing wallboard, the second edge of a wing wallboard and web are checked before concreting
Installation deviation, the stable degree of wallboard, after conforming to quality requirements, carry out pouring for cast-in-place concrete core wall.
4. connection method according to claim 3, it is characterised in that in step S6, the horizontal overlap joint reinforcing bar moves into the
Length in two edge of a wing wallboards is the half of horizontal overlap joint reinforcing bar total length, finally causes horizontal overlap joint reinforcing bar in the first fin wall
Length in plate and the second edge of a wing wallboard is satisfied by Specification Design requirement.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510214879.4A CN104775555B (en) | 2015-04-30 | 2015-04-30 | A kind of T-shaped composite plate shear wall edge member and attaching method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201510214879.4A CN104775555B (en) | 2015-04-30 | 2015-04-30 | A kind of T-shaped composite plate shear wall edge member and attaching method thereof |
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| CN104775555A CN104775555A (en) | 2015-07-15 |
| CN104775555B true CN104775555B (en) | 2017-12-01 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN106284802A (en) * | 2016-09-28 | 2017-01-04 | 中民筑友科技投资有限公司 | A kind of assembly method of roof system |
| CN106351357A (en) * | 2016-09-30 | 2017-01-25 | 浙江宝业现代建筑工业化制造有限公司 | T-shaped connecting node for integrated coinciding shear force wallboard and construction method thereof |
| CN106284756A (en) * | 2016-10-20 | 2017-01-04 | 南通联泷建筑材料有限公司 | A kind of wallboard is dry with the T font of wallboard spells steel attachment structure |
| CN107893478A (en) * | 2017-12-12 | 2018-04-10 | 浙江新邦远大绿色建筑产业有限公司 | Overlap wall and horizontal member connecting node and its construction method |
| CN114753692B (en) * | 2022-03-19 | 2024-03-22 | 北京工业大学 | Assembled L-shaped column and ecological interior wall self-tapping screw block connection structure and construction method |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102912900A (en) * | 2012-11-14 | 2013-02-06 | 安徽华力建设集团有限公司 | Prefabricated assembled superposed plate type concrete shear wall and construction method thereof |
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| US8407954B2 (en) * | 2006-11-29 | 2013-04-02 | Stala Integrated Assemblies, Llc | Method and devices for framing openings in cast-in-place walls |
| CN102071746B (en) * | 2011-01-20 | 2012-10-31 | 上海市城市建设设计研究院 | T-shaped connecting node for superposed external wall and prefabricated internal wall of shear wall structure |
| CN204266415U (en) * | 2014-10-08 | 2015-04-15 | 绍兴宝业西伟德混凝土预制件有限公司 | The vertical antidetonation connected node of the prefabricated overlapped shear wall of L-type |
| CN204571019U (en) * | 2015-04-30 | 2015-08-19 | 华东建筑设计研究院有限公司 | A kind of novel T-shaped overlaid plate type shear wall edge member |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102912900A (en) * | 2012-11-14 | 2013-02-06 | 安徽华力建设集团有限公司 | Prefabricated assembled superposed plate type concrete shear wall and construction method thereof |
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