CN108867934A - T shape connecting structure of wall and assembled arthitecutral structure system - Google Patents
T shape connecting structure of wall and assembled arthitecutral structure system Download PDFInfo
- Publication number
- CN108867934A CN108867934A CN201811089409.XA CN201811089409A CN108867934A CN 108867934 A CN108867934 A CN 108867934A CN 201811089409 A CN201811089409 A CN 201811089409A CN 108867934 A CN108867934 A CN 108867934A
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- Prior art keywords
- wall body
- wall
- precast wall
- wallboard
- precast
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- 230000002787 reinforcement Effects 0.000 claims abstract description 76
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 56
- 239000010959 steel Substances 0.000 claims abstract description 56
- 238000000465 moulding Methods 0.000 claims abstract description 42
- 230000037237 body shape Effects 0.000 claims abstract description 3
- 210000003205 muscle Anatomy 0.000 claims description 50
- 238000010276 construction Methods 0.000 abstract description 49
- 230000003014 reinforcing effect Effects 0.000 description 25
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 8
- 238000000034 method Methods 0.000 description 7
- 238000004519 manufacturing process Methods 0.000 description 6
- 238000005266 casting Methods 0.000 description 5
- 238000009434 installation Methods 0.000 description 5
- 238000011065 in-situ storage Methods 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 4
- 150000001875 compounds Chemical class 0.000 description 3
- 238000005336 cracking Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 238000010923 batch production Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
Abstract
The present invention relates to assembled architecture technical field, in particular to a kind of T shape connecting structure of wall and assembled arthitecutral structure system.The T shape connecting structure of wall includes precast wall body, and precast wall body includes wall shell and molding steel reinforcement cage；Precast wall body is two, and one is the first precast wall body, another is the second precast wall body, and the first precast wall body is vertically arranged with the second precast wall body, and the first precast wall body and the second precast wall body shape are at T-shaped；The connector being connected to the cavity of the first precast wall body is provided in the middle part of second precast wall body；Including connecting reinforced mesh, the molding steel reinforcement cage of the first precast wall body is connect by connecting reinforced mesh with the molding steel reinforcement cage of the first precast wall body.T shape connecting structure of wall provided by the invention, structure is simple, easy for construction；Branch modulus is greatly reduced, construction efficiency is improved.Moreover, precast wall body cast-in-place concrete at the construction field (site), then the comprehensive performance of wall is suitable with common cast-in-place concrete structure.
Description
Technical field
The present invention relates to assembled architecture technical field, in particular to a kind of T shape connecting structure of wall and assembled architecture
Structural system.
Background technique
Currently, when assembled wall is attached, need to carry out a large amount of assembling reinforcements at the construction field (site), a large amount of formworks, so
After-pouring concrete, to complete the connection and construction between wall and wall, under construction efficiency.
Summary of the invention
The purpose of the present invention is to provide a kind of T shape connecting structure of wall, low to solve construction efficiency in the prior art
The technical issues of.
The present invention provides a kind of T shape connecting structure of wall, including precast wall body, and precast wall body includes wall shell and at fashioned iron
Muscle cage；Wall shell includes A wallboard and B wallboard, forms cavity between A wallboard and B wallboard；Forming steel reinforcement cage includes being arranged in A wall
A wall in the thickness range of plate indulges the vertical muscle of muscle, the B wall being arranged within the scope of B wallboard thickness and the height along molding steel reinforcement cage
The spaced multiple reinforced mesh in direction, the side of reinforced mesh are indulged muscle with A wall and are connect, the other side of reinforced mesh and B wall
Vertical muscle connection；
Precast wall body is two, wherein one is the first precast wall body, another is the second precast wall body, and first is prefabricated
Wall is vertically arranged with the second precast wall body, and one end of the first precast wall body is located at the middle part of the A wallboard of the second precast wall body,
First precast wall body and the second precast wall body shape are at T-shaped；The sky with the first precast wall body is provided in the middle part of second precast wall body
The connector of chamber connection；
Reinforced mesh is connected, the molding steel reinforcement cage of the first precast wall body passes through connection reinforced mesh and first precast wall body
Form steel reinforcement cage connection.
Further, connection reinforced mesh in linear type and is horizontally disposed with.
Further, one end of the B wallboard of the first precast wall body is arranged close to the A wallboard of the second precast wall body, and first is pre-
One end of the A wallboard of wall processed is shorter than one end of the B wallboard of the first precast wall body, between the A wallboard of the second precast wall body
Form hand hole.
Further, one end of the A wallboard of the first precast wall body is arranged close to the B wallboard of the second precast wall body, and first is pre-
One end of the B wallboard of wall processed is shorter than one end of the A wallboard of the first precast wall body, between the B wallboard of the second precast wall body
Form hand hole.
Further, each connection reinforced mesh is multiple, and multiple connection reinforced mesh are along the height side of molding steel reinforcement cage
It is arranged to interval.
Further, connection reinforced mesh is overlapped on the reinforced mesh of molding steel reinforcement cage.
Further, T shape connecting structure of wall further includes the first vertical reinforcement extended along the short transverse of precast wall body,
First vertical reinforcement is threaded through in connection reinforced mesh.
Further, T shape connecting structure of wall further includes the second vertical reinforcement extended along the short transverse of precast wall body,
Second vertical reinforcement is arranged in cavity.
Further, the section of A wallboard and the section of B wallboard are in long strip；Reinforced mesh includes the length along A wallboard
B wall reinforcing bar that the A wall reinforcing bar that degree direction extends extends along the length direction of B wallboard and be connected to A wall reinforcing bar and B wall reinforcing bar it
Between transverse bar；
A wall is indulged muscle and is connect with A wall reinforcing bar, and B wall is indulged muscle and connect with B wall reinforcing bar.
Further, B wall indulges muscle and reinforced mesh binding and fixing, and A wall indulges muscle and reinforced mesh binding and fixing.
Further, B wall indulges muscle and reinforced mesh welds, and A wall indulges muscle and reinforced mesh welds.
Further, B wall indulges the upper and lower ends that muscle does not stretch out B wallboard.
Further, A wall indulges the upper and lower ends that muscle does not stretch out A wallboard.
The present invention provides a kind of assembled arthitecutral structure system, including T shape connecting structure of wall of the invention.
Further, in the cavity of the first precast wall body, in the cavity of the second precast wall body and the first precast wall body and
Second precast wall body junction is provided with cast-in-place concrete layer.
In work progress, the first precast wall body and the second precast wall body are lifted in place, keep the two T-shaped in same layer
Setting, then setting connection reinforced mesh, connects the molding steel reinforcement cage of a part for connecting reinforced mesh and the first precast wall body
Connect, another part is passed through and connector and is connect with the molding steel reinforcement cage of the second precast wall body, thus make the first precast wall body at
Steel bar cage is connect with the molding steel reinforcement cage of the second precast wall body, finally to the cavity of the first precast wall body, the second precast wall body
Cavity and the two junction poured in place concrete, to make the first dry wall wall, the second precast wall body and connection
Reinforced mesh forms an entirety, the construction of complete at T-shaped wall.
T shape connecting structure of wall provided by the invention, structure type is simple, construction is simple, easy to operate, high-efficient,
Pouring quality is reliable.Cast-in-place concrete at the construction field (site), then connecting node and the comprehensive performance of component and commonly cast-in-place coagulation
Soil structure is suitable, securely and reliably, has the stronger market competitiveness.
Wall shell and cast-in-place concrete body form an entirety, can be with the common stress of cast-in-place concrete.That is wall
Shell can to molding steel reinforcement cage protect, additionally it is possible to serve as wall body casting template, additionally it is possible to cast-in-place concrete jointly by
Power, to reduce concrete amount.Cast in situs cast-in-place concrete in cavity can effectively avoid cracking, so as to
Improve the waterproof performance of wall.
Furthermore during cast on-site, the wall shell of precast wall body is to pour to provide template, then greatly reduces formwork
Amount, to greatly reduce the handwork of construction site, improves construction efficiency；Greatly reduce branch modulus, so as to save
Consumptive material reduces construction cost, reduces building waste, is good for the environment.
Furthermore a large amount of assembling reinforcements in scene are avoided using molding steel reinforcement cage, reduce manual work, each work post is reduced and intersects
Operation and live labo r usage, greatly reduce the construction time, improve construction efficiency.
Detailed description of the invention
The attached drawing for constituting a part of the invention is used to provide further understanding of the present invention, schematic reality of the invention
It applies example and its explanation is used to explain the present invention, do not constitute improper limitations of the present invention.In the accompanying drawings：
Fig. 1 is the top view of T shape connecting structure of wall provided in an embodiment of the present invention；
Fig. 2 is the side view of precast wall body in T shape connecting structure of wall shown in FIG. 1；
Fig. 3 is the top view of precast wall body in T shape connecting structure of wall shown in FIG. 1；
Fig. 4 is the structural schematic diagram of reinforced mesh in precast wall body shown in Fig. 3；
Fig. 5 is the top view of assembled arthitecutral structure system according to an embodiment of the present invention.
In figure：10- wall shell；20- forms steel reinforcement cage；30- cavity；40- connection reinforced mesh；50- hand hole；
The first vertical reinforcement of 60-；The second vertical reinforcement of 70-；80- connector；11-A wallboard；12-B wallboard；21-A wall is vertical
Muscle；22-B wall indulges muscle；23- reinforced mesh；231-A wall reinforcing bar；232-B wall reinforcing bar；233- transverse bar；01- first is prefabricated
Wall；The second precast wall body of 02-；03- cast-in-place concrete layer.
Specific embodiment
It should be noted that in the absence of conflict, the feature in embodiment and embodiment in the present invention can phase
Mutually combination.The present invention will be described in detail below with reference to the accompanying drawings and embodiments.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " installation ", " phase
Even ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can
It, can also be indirectly connected through an intermediary to be to be connected directly.It for the ordinary skill in the art, can be specific
Situation understands the concrete meaning of above-mentioned term in the present invention.In addition, term " first " and " second " are used for description purposes only, and
It cannot be understood as indicating or implying relative importance.
It should be noted that T shape connecting structure of wall provided by the present application can be adapted for the connection of a variety of dry walls, example
Such as common precast wall body or prefabricated sandwich wall.
It should be noted that "up" and "down" described in this application refers to precast wall body nature in practical applications
"up" and "down" in lower common sense." short transverse " refers to the vertical direction of precast wall body in practical applications." vertical " refers to pre-
Wall processed vertical direction in common sense under natural conditions in practical applications.
Fig. 1 is the top view of T shape connecting structure of wall provided in an embodiment of the present invention；Fig. 2 is T shape wall shown in FIG. 1
The side view of precast wall body in connection structure；Fig. 3 is the top view of precast wall body in T shape connecting structure of wall shown in FIG. 1；Figure
4 be the structural schematic diagram of reinforced mesh in precast wall body shown in Fig. 3；Fig. 5 is assembled architecture according to an embodiment of the present invention
The top view of structural system.
As shown in Figures 1 to 4, the present invention provides a kind of T shape connecting structure of wall, including precast wall body, precast wall body packet
Wall shell 10 and molding steel reinforcement cage 20 are included, wall shell 10 includes A wallboard 11 and B wallboard 12, shape between A wallboard 11 and B wallboard 12
At cavity 30；A wallboard 11 and B wallboard 12 are concrete slab；Steel reinforcement cage 20 is formed, molding steel reinforcement cage 20 includes being arranged in A wall
A wall in the thickness range of plate 11 indulges muscle 21, the B wall being arranged in the thickness range of B wallboard 12 indulges muscle 22 and edge is at fashioned iron
The spaced multiple reinforced mesh 23 of the short transverse of muscle cage 20, the side of reinforced mesh 23 are indulged muscle 21 with A wall and are connect, reinforcing bar
Muscle 22 is indulged with B wall and is connect in the other side of mesh sheet 23.
Precast wall body is two, wherein one is the first precast wall body 01, another is the second precast wall body 02, first
Precast wall body 01 is vertically arranged with the second precast wall body 02, and one end of the first precast wall body 01 is located at the second precast wall body 02
The middle part of A wallboard 11, the first precast wall body 01 and 02 shape of the second precast wall body are at T-shaped；The middle part of second precast wall body 02 is arranged
There is the connector 80 being connected to the cavity of the first precast wall body 01；It further include connection reinforced mesh 40, the first precast wall body 01
Molding steel reinforcement cage 20 is connect by connecting reinforced mesh 40 with the molding steel reinforcement cage 20 of the second precast wall body 02.
It should be noted that the vertical muscle 21 of A wall, which is arranged in the thickness range of A wallboard 11, refers to that A wall indulges muscle 21 and is located at A wall
Between one wall of the separate cavity 30 of a wall and A wallboard 11 for the close cavity 30 of plate 11；B wall is indulged muscle 22 and is arranged in B wallboard 12
Thickness range in refer to B wall indulge muscle 22 be located at B wallboard 12 close cavity 30 a wall and B wallboard 12 separate cavity 30
Between one wall.
One end of first precast wall body is located at the middle part of the A wallboard of the second precast wall body, then described one end of A wallboard, B
Described one end of wallboard refers both to one end of the lining close to the second precast wall body of the first precast wall body.
In the present embodiment, precast wall body by molding steel reinforcement cage 20 and be arranged in molding 20 two sides of steel reinforcement cage wall shell
10 are constituted, and A wallboard 11 and B wallboard 12 are formed by the way that casting concrete is prefabricated in the factory in wall shell 10, are pouring walling shell
The B wall for forming steel reinforcement cage 20 is first indulged muscle 22 before 10 to be embedded in B wallboard 12, A wall is indulged into muscle 21 and is embedded in A wallboard 11,
I.e. in 11 forming process of B wallboard 12 and A wallboard, completes wall shell 10 and form the connection of steel reinforcement cage 20.
In work progress, the first precast wall body 01 and the second precast wall body 02 are lifted in place, make the two in same layer
T-shaped setting, then setting connection reinforced mesh 40, make connect reinforced mesh 40 a part and the first precast wall body 01 at
Steel bar cage 20 connects, and another part passes through connector and connect with the molding steel reinforcement cage 20 of the second precast wall body 02, to make
The molding steel reinforcement cage 20 of first precast wall body 01 is connect with the molding steel reinforcement cage 20 of the second precast wall body 02, finally prefabricated to first
The junction poured in place concrete of the cavity 30 of wall 01, the cavity 30 of the second precast wall body 02 and the two, to make
One dry wall wall 01, the second precast wall body 02 and connection reinforced mesh 40 form an entirety, the construction of complete at T-shaped wall.
T shape connecting structure of wall provided in this embodiment, structure type is simple, construction is simple, easy to operate, efficiency
Height, pouring quality are reliable.
Wall cast-in-place concrete at the construction field (site), then connecting node and the comprehensive performance of component and common cast-in-place concrete
Structure is suitable, securely and reliably, has the stronger market competitiveness.
Wall shell and cast-in-place concrete body form an entirety, can be with the common stress of cast-in-place concrete.That is wall
Shell 10 can protect molding steel reinforcement cage 20, additionally it is possible to serve as wall body casting template, additionally it is possible to total with cast-in-place concrete
Same stress, to reduce concrete amount.Cast in situs cast-in-place concrete in cavity 30 can effectively avoid cracking, from
And it can be improved the waterproof performance of wall.
Furthermore during cast on-site, the wall shell 10 of precast wall body is to pour to provide template, then greatly reduces branch
Modulus improves construction efficiency to greatly reduce the handwork of construction site；Greatly reduce branch modulus, so as to save
About consumptive material reduces construction cost, reduces building waste, is good for the environment.
Furthermore a large amount of assembling reinforcements in scene are avoided using molding steel reinforcement cage, reduce manual work, each work post is reduced and intersects
Operation and live labo r usage, greatly reduce the construction time, improve construction efficiency.
It should be noted that the thickness of B wallboard 12 and A wallboard 11 can be arranged according to Specific construction situation, for example, B wall
The thickness of plate 12 and A wallboard 11 is any value etc. in this section 40mm, 50mm, 60mm or 40mm-60mm.
Wherein, the structure type of connector 80 can be a variety of, such as：On the A wallboard of the second precast wall body by upper and
The lower multiple through-holes of setting, can be such that the cavity of the first precast wall body and the cavity of the second precast wall body is connected to, and can make to connect
The one end for connecing reinforced mesh passes through connector and protrudes into the cavity of the second precast wall body.
For another example：In the production process of the second precast wall body, gap can be reserved at the middle part of A wallboard, i.e. the A wallboard exists
Middle part disconnects, and to form connector, the structure type is simple, prefabricated can be formed, and is not necessarily to secondary operation.
It can be a variety of that reinforced mesh 40, which is connected, with the connection type for forming steel reinforcement cage 20, such as：Reinforced mesh will be connected
40 will connect by the reinforced mesh binding and fixing in iron wire and molding steel reinforcement cage 20, or by connectors such as anchor ear, buckles
Reinforced mesh 40 is connected and fixed with the reinforced mesh binding in molding steel reinforcement cage 20.
Optionally, a part for connecting reinforced mesh 40 is directly ridden over to the molding steel reinforcement cage in the first precast wall body 01
On 20 reinforced mesh, the another part for connecting reinforced mesh 40 is directly overlapped on to the molding steel reinforcement cage of the second precast wall body 02
In 20 mesh sheet, operation is significantly facilitated, to improve construction efficiency.
The quantity of connection reinforced mesh 40 can be arranged according to Specific construction requirement, and optionally, connection reinforced mesh 40 is
Multiple, multiple reinforced mesh e.g., are overlapped on every layer of reinforced mesh along the short transverse interval setting of molding steel reinforcement cage 20.
To ensure the intensity of the first precast wall body 01 and 02 junction of the second precast wall body, and then ensure the whole strong of T shape wall
Degree.
It can be a variety of for connecting the structure type of reinforced mesh 40, such as：The L-shaped setting of reinforced mesh 40 is connected, that is, is connected
Connecing reinforced mesh 40 includes first and second, and first and second is arranged in a mutually vertical manner, and shape is at L-shaped, and first to the
The cavity of one precast wall body 01 extends, and second is prolonged to the side cavity positioned at the first precast wall body of the second precast wall body 02
It stretches；L shape reinforced mesh can be wholely set, and form L shape with regard to connection in a pre-installation, can not also pacify first and second part
After being filled to cavity, then by first and second connect.Can be provided on the B wallboard of the second precast wall body can will connect
Second of reinforced mesh is horizontally inserted into the gap in the cavity of the second precast wall body, and second that connects reinforced mesh is passed through
Gap on second precast wall body is inserted into the cavity of the first precast wall body.
For another example：The T-shaped setting of reinforced mesh 40 is connected, i.e., connection reinforced mesh 40 includes first, second and third
Portion, first and second is coplanar with, and third portion is vertically arranged with first and second junction, and three's shape is at T-shaped.
Wherein, first extends to the cavity of the first precast wall body 01, and second is located at the first dry wall to the second precast wall body 02
The side cavity of body extends, and third portion extends to the other side cavity positioned at the first precast wall body of the second precast wall body 02.T shape
Reinforced mesh can be wholely set, and form T shape with regard to connection in a pre-installation, can also be other by first, second and Part III
It installs to cavity, then three is connected.When the T-shaped setting of connection reinforced mesh, installation method can connect with above-mentioned L shape
It is identical to connect reinforced mesh installation method.
Optionally, as shown in Figure 1, connection reinforced mesh 40 is arranged in linear type, in the first precast wall body 01 of guarantee and the
Structure is simple under the premise of the bonding strength of two precast wall bodies 02, and easy processing manufacture, production cost is low, easily constructs.
It, can be in the B wallboard and connector phase of the second precast wall body when connecting reinforcing bar connection mesh sheet in linear type setting
The position setting socket answered, one end of linear type connection reinforced mesh is inserted by socket until being inserted into the sky of the first precast wall body
Intracavitary, so that one end of linear type connection reinforced mesh be made to be overlapped in the molding steel reinforcement cage of the first precast wall body, the other end is taken
It connects in the molding steel reinforcement cage of the second precast wall body.
Optionally, as shown in Figure 1, one end of the B wallboard of the first precast wall body is set close to the A wallboard of the second precast wall body
It sets, one end of the A wallboard of the first precast wall body is shorter than one end of the B wallboard of the first precast wall body, with the A with the second precast wall body
Hand hole 50 is formed between wallboard.
Alternatively, one end of the A wallboard of the first precast wall body is arranged close to the B wallboard of the second precast wall body, the first dry wall
One end of the B wallboard of body is shorter than one end of the A wallboard of the first precast wall body, to be formed between the B wallboard of the second precast wall body
Hand hole 50.
Then construction personnel directly by hand hole 50 by connect reinforced mesh be put into the first precast wall body A wallboard and B wallboard it
Between, then one end of mobile connection reinforced mesh, passes through connector and protrudes into the cavity of the second precast wall body.50 side of hand hole
Just it is arranged, and when the exterior wall that the second precast wall body is building is in particular high-rise, construction personnel is second prefabricated indoors
Wall can place connection reinforced mesh by hand hole 50 close to the side of the first precast wall body, avoid that excessively high support is arranged
Object, very convenient construction are highly-safe.
Wherein, the size of hand hole 50 can be arranged according to the length of connection reinforced mesh 40, can make construction personnel that will connect
Reinforced mesh 40 is put into the first precast wall body 01.
Optionally, length of the sum of the thickness of the length of hand hole 50, wallboard A and cavity not less than connection reinforced mesh.From
And after connection reinforced mesh 40 places, one end far from the second precast wall body of connection reinforced mesh 40 is located at hand hole
In length range, then the reinforcing bar connected in reinforced mesh 40 positioned at edge can be with position in the reinforced mesh of the first precast wall body 01
It is flushed in the reinforcing bar in A wallboard 11, in edge the first vertically vertical muscle of setting for connecting reinforced mesh 40, the first vertical reinforcement energy
It is enough coplanar with the vertical muscle of A wall, so as to so that the vertical muscle structure for completing the inside of the wall after pouring is unified.
The A wallboard of the first precast wall body can be carried out being cut to hand hole, optionally, pre- in the construction process
In wall prefabrication process processed, pours A wallboard and be shorter than B wallboard set distance to form hand hole, make to construct more convenient, further mention
High construction efficiency.
B wall indulges muscle 22 and interior B wall is indulged muscle 22 and can be held with the angled setting of vertical direction preferably, being vertically arranged
By biggish power.Reinforced mesh 23 can with the angled setting of horizontal direction, preferably, reinforced mesh 23 is horizontally disposed, i.e., with
Vertical muscle is vertically arranged, easy to process, is the compound with regular structure for forming steel reinforcement cage 20.
The vertical muscle 21 of connection type and A wall that B wall indulges muscle 22 and reinforced mesh 23 all can be a variety of with reinforced mesh 23,
For example, carrying out binding and fixing by iron wire, or vertical muscle and reinforced mesh 23 are blocked by anchor ear.
For another example, B wall is indulged muscle 22 and is welded with reinforced mesh 23, and A wall is indulged muscle 21 and welded with reinforced mesh 23, passes through welding, effect
Rate is high, and bonding strength is good, to improve the production efficiency of precast wall body.
The structure type of reinforced mesh 23 can be a variety of, such as：Reinforced mesh 23 is by multiple interlaced setting reinforcing bars
Setting, to form network, the shape of grid can be rectangle or abnormity etc..
Optionally, as shown in figure 3, the section of A wallboard 11 and the section of B wallboard 12 are in long strip；Reinforced mesh 23
Including along A wallboard 11 length direction extension A wall reinforcing bar 231, along B wallboard 12 length direction extend B wall reinforcing bar 232
And it is connected to the transverse bar 233 between A wall reinforcing bar and B wall reinforcing bar；A wall is indulged muscle and is connect with A wall reinforcing bar, and B wall indulges muscle and B wall reinforcing bar
Connection.
Mesh sheet structure provided in this embodiment is capable of forming ladder shape, day font or mu character shape etc., the present embodiment provides
23 structure of reinforced mesh it is simple, can be realized mechanization in the factory, batch production, to further increase precast wall body
Production efficiency.
In addition, using welding transverse bar is connect with A wall reinforcing bar and B wall reinforcing bar, then transverse bar 233 with A wall reinforcing bar and B wall
Without being bent when reinforcing bar connects, then steel are saved, to reduce production cost, and then reduce the overall cost of construction.
As shown in Figure 1, further, T shape connecting structure of wall further includes along dry wall on above-described embodiment basis
The first vertical reinforcement 60 that the short transverse of body extends, the first vertical reinforcement 60 are threaded through in connection reinforced mesh 40.
In the present embodiment, the first vertical reinforcement 60 intersects setting with connection reinforced mesh 40, on the one hand, completes cast in situs
Afterwards, the first vertical reinforcement 60 can increase the intensity of 02 junction of the first precast wall body 01 and the second precast wall body.
On the other hand, when T shape wall is that multilayer is arranged, the first vertical reinforcement 60 can be covered by mechanical connection as mechanical
Cylinder or welding are connect with upper one layer or next layer of the first vertical vertical muscle, complete the vertical connection of wall.Wherein, using machine
Tool connects then, too long in the cavity for the precast wall body that the first vertical reinforcement that can avoid next layer protrudes into current layer, avoids next
First vertical reinforcement of layer hinders moving horizontally for the connection reinforced mesh of current layer.
As shown in Figure 1, further, T shape connecting structure of wall further includes along dry wall on above-described embodiment basis
The second vertical reinforcement 70 that the short transverse of body extends, the second vertical reinforcement 70 are arranged in cavity.In the present embodiment, Ke Yi
After the completion of first precast wall body and the lifting of the second precast wall body, the second vertical reinforcement is placed in the cavity of precast wall body, is made
The top of wall shell is stretched out can overlap with the steel reinforcement cage of upper one layer of precast wall body in the upper end, and it is vertical to further realize wall
Connection.Construction is simple, it is easy to operate.
As shown in Fig. 2, further, B wall indulges muscle 22 and does not stretch out the upper and lower of B wallboard 12 on above-described embodiment basis
Both ends.That is B wall is indulged muscle 22 and is completely encapsulated in B wallboard 12, keeps connecting joint structure simple, construction is simple, further
Construction efficiency is improved, the compound with regular structure of precast wall body, convenient transportation can be made.
As shown in Fig. 2, further, A wall indulges muscle 21 and does not stretch out the upper and lower of A wallboard 11 on above-described embodiment basis
Both ends.That is A wall is indulged muscle 21 and is completely encapsulated in A wallboard 11, keeps connecting joint structure simple, construction is simple, further
Construction efficiency is improved, the compound with regular structure of precast wall body, convenient transportation are further made.
When B wall reinforcing bar is completely encapsulated in B wallboard 12, and A wall reinforcing bar is wrapped in A wallboard 11, by connecting steel mesh
The connection between prefabricated components can be realized in piece 40 and one-piece casting cast-in-place concrete, completes the construction of building, connecting node
Structure is simple, construction is simple, into a raising construction efficiency.
As shown in figure 5, the present invention provides a kind of assembled arthitecutral structure system, including T shape wall provided by the invention connects
Binding structure.The cavity 30 of first precast wall body 01 is interior, the second precast wall body 02 cavity 30 is interior and 01 and of the first precast wall body
Second precast wall body, 02 junction is provided with cast-in-place concrete layer 03.
In work progress, the first precast wall body and the second precast wall body are lifted in place, keep the two T-shaped in same layer
Setting, then setting connection reinforced mesh, connects the molding steel reinforcement cage of a part for connecting reinforced mesh and the first precast wall body
It connects, another part is connect with the molding steel reinforcement cage of the second precast wall body, to make the molding steel reinforcement cage and of the first precast wall body
The molding steel reinforcement cage of two precast wall bodies connects, finally to the cavity of the first precast wall body, the cavity and two of the second precast wall body
The junction poured in place concrete of person, so that the first dry wall wall, the second precast wall body and connection reinforced mesh be made to be formed
One entirety, the construction of complete at T-shaped wall.
In the present embodiment, the wall shell 10 of precast wall body is to pour to provide template, then branch modulus is greatly reduced, thus greatly
The big handwork for reducing construction site, improves construction efficiency；Greatly reduce branch modulus, so as to save consumptive material, reduces
Construction cost reduces building waste, is good for the environment.The a large amount of assembling reinforcements in scene are avoided using molding steel reinforcement cage, reduce hand
Work work reduces each work post cross-operation and live labo r usage, greatly reduces the construction time, improve construction efficiency.Wall
Shell and cast-in-place concrete body form an entirety, can be with the common stress of cast-in-place concrete.That is wall shell 10 can
To molding steel reinforcement cage 20 protect, additionally it is possible to serve as wall body casting template, additionally it is possible to the common stress of cast-in-place concrete, thus
Reduce concrete amount.Cast in situs cast-in-place concrete in cavity 30 can effectively avoid cracking, so as to improve wall
The waterproof performance of body.
Assembled arthitecutral structure system provided in this embodiment, construction efficiency is high, is good for the environment, integral construction cost
Low, intensity high quality is good.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not intended to limit the invention, all in essence of the invention
Within mind and principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (10)
1. a kind of T shape connecting structure of wall, which is characterized in that including：Precast wall body, the precast wall body include wall shell and at
Steel bar cage；The wall shell includes A wallboard and B wallboard, forms cavity between the A wallboard and the B wallboard；The molding
Steel reinforcement cage includes that the A wall being arranged in the thickness range of the A wallboard indulges muscle, the B wall being arranged within the scope of the B wallboard thickness
Vertical muscle and spaced multiple reinforced mesh of short transverse along the molding steel reinforcement cage, the side of the reinforced mesh with
The A wall indulges muscle connection, and the other side of the reinforced mesh is indulged muscle with the B wall and connect；
The precast wall body is two, wherein one is the first precast wall body, another is the second precast wall body, described first
Precast wall body is vertically arranged with second precast wall body, and one end of first precast wall body is located at second dry wall
The middle part of the A wallboard of body, first precast wall body and the second precast wall body shape are at T-shaped；Second dry wall
The middle part of body is provided with the connector being connected to the cavity of first precast wall body；
Connect reinforced mesh, the molding steel reinforcement cage of first precast wall body passes through the connection reinforced mesh and described the
The molding steel reinforcement cage of one precast wall body connects.
2. T shape connecting structure of wall according to claim 1, which is characterized in that the connection reinforced mesh is in linear type
And it is horizontally disposed.
3. T shape connecting structure of wall according to claim 2, which is characterized in that the B wall of first precast wall body
Described one end of plate is arranged close to the A wallboard of second precast wall body, the A wallboard of first precast wall body
Described one end is shorter than described one end of the B wallboard of first precast wall body, with the A wallboard with second precast wall body
Between form hand hole.
4. T shape connecting structure of wall according to claim 2, which is characterized in that the A wall of first precast wall body
Described one end of plate is arranged close to the B wallboard of second precast wall body, the B wallboard of first precast wall body
Described one end is shorter than described one end of the A wallboard of first precast wall body, with the B wallboard with second precast wall body
Between form hand hole.
5. T shape connecting structure of wall according to claim 4, which is characterized in that the connection reinforced mesh be it is multiple, it is more
A connection reinforced mesh is arranged along the short transverse interval of the molding steel reinforcement cage.
6. T shape connecting structure of wall according to claim 5, which is characterized in that the connection reinforced mesh is overlapped on institute
On the reinforced mesh for stating molding steel reinforcement cage.
7. the T shape connecting structure of wall according to any one of claim 2-6, which is characterized in that further include along described pre-
The first vertical reinforcement that the short transverse of wall processed extends, first vertical reinforcement are threaded through in the connection reinforced mesh.
8. T shape connecting structure of wall according to claim 7, which is characterized in that further include the height along the precast wall body
The second vertical reinforcement that direction extends is spent, second vertical reinforcement is arranged in the cavity.
9. T shape connecting structure of wall according to claim 1, which is characterized in that the B wall indulges muscle and do not stretch out the B wall
The upper and lower ends of plate；
And/or the A wall indulges the upper and lower ends that muscle does not stretch out the A wallboard.
10. a kind of assembled arthitecutral structure system, which is characterized in that including T shape as claimed in any one of claims 1-9 wherein
Connecting structure of wall.
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| CN201811089409.XA CN108867934B (en) | 2018-09-18 | 2018-09-18 | T-shaped wall connecting structure and assembled building structure system |
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| CN109403506A (en) * | 2018-12-11 | 2019-03-01 | 三筑工科技有限公司 | The manufacturing method of overlapped shear wall plate, overlapped shear wall and overlapped shear wall plate |
| CN114525891A (en) * | 2022-02-24 | 2022-05-24 | 山东长箭建设集团有限公司 | Assembled building wall connection structure |
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| CN108867934B (en) | 2024-02-20 |
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