CN107893477A - Overlap wall and horizontal member connecting node and its construction method - Google Patents
Overlap wall and horizontal member connecting node and its construction method Download PDFInfo
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- CN107893477A CN107893477A CN201711317620.8A CN201711317620A CN107893477A CN 107893477 A CN107893477 A CN 107893477A CN 201711317620 A CN201711317620 A CN 201711317620A CN 107893477 A CN107893477 A CN 107893477A
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- horizontal member
- bonding pad
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- 238000010276 construction Methods 0.000 title claims abstract description 9
- 238000011065 in-situ storage Methods 0.000 claims abstract description 60
- 230000002787 reinforcement Effects 0.000 claims abstract description 60
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 48
- 239000003351 stiffener Substances 0.000 claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 11
- 239000010959 steel Substances 0.000 claims abstract description 11
- 238000009434 installation Methods 0.000 claims description 11
- 210000003205 muscle Anatomy 0.000 claims description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 4
- 238000009413 insulation Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 2
- 239000004566 building material Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- -1 sandstone Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
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- 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
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/161—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, both being partially cast in situ
-
- 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
-
- 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
- E04B1/383—Connection of concrete parts using adhesive materials, e.g. mortar or glue
-
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- 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
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
- E04B2/8623—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
- E04B2/8629—Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic with both form leaves and spacers being monolithic
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
-
- 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
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B2001/4192—Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Joining Of Building Structures In Genera (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
One kind overlapping wall and horizontal member connecting node and its construction method, it includes overlapping the first and second overlapping wall (A, B) set through a bonding pad (13), and first and second overlapping wall connects horizontal member (C) through bonding pad.First and second overlapping wall includes the wall preformed layer (8) positioned at both sides and the wall in-situ layer (9) positioned at centre respectively；Horizontal member includes the plate preformed layer (6) and plate in-situ layer (5) being connected with each other；Pre-buried vertical connection reinforcing bar (7) in the wall in-situ layer of first and second overlapping wall and bonding pad, first and second overlapping sets stiffener hoop within the walls, in in the stiffener hoop or being connected thereto fixation, the wall vertical reinforcement of the second overlapping wall stretches into bonding pad vertical connection steel-bar arrangement；The plate transverse steel of horizontal member is stretched into bonding pad, and cast-in-place concrete makes first and second overlapping wall be linked into an integrated entity with horizontal member in bonding pad.
Description
Technical field
The invention belongs to construction engineering technical field, and in particular to one kind overlapping wall and horizontal member connecting node and its apply
Work method.
Background technology
Assembled architecture with its standard, efficiently, insulation, energy-saving and environmental protection outstanding advantages of and widely approved and pushed away
Wide application.But some prefabricated components in assembled architecture, such as prefabricated overlapping wall is laminar product, including prefabricated outer impeller, in
Between in-situ layer and prefabricated interior impeller, or including prefabricated thermal insulation exterior wall plate, adiabator plate, prefabricated outer impeller, middle in-situ layer
With prefabricated interior impeller, the sandwich construction of this prefabricated overlapping wall easily causes inner connecting structure low intensity, and globality poor is special
It is not that the adhesion of prefabricated outer impeller, middle in-situ layer and prefabricated interior impeller needs further to be strengthened.In addition, prefabricated overlapping wall
Bonding strength and globality between horizontal member also need further to be strengthened.
The content of the invention
The technical problems to be solved by the invention are：In view of the above-mentioned problems of the prior art, and provide a kind of overlapping
Wall and horizontal member connecting node and its construction method, to strengthen the attachment structure and entirety of prefabricated overlapping wall and horizontal member
Performance, lift the technical performance of assembled architecture.
In order to solve the above technical problems, the invention provides one kind overlapping wall and horizontal member connecting node, including through one
Bonding pad and vertical direction overlapping set first overlapping wall and second overlapping wall, first and second overlapping wall through bonding pad connect water
The flat horizontal member set, first and second overlapping wall include the wall preformed layer positioned at both sides and the wall in-situ layer positioned at centre respectively,
Horizontal member includes the plate preformed layer and plate in-situ layer that overlapping is set, the wall in-situ layer of the first and second overlapping wall and bonding pad
Interior pre-buried elongated vertical connection reinforcing bar, first and second overlapping set the stiffener perpendicular to vertical connection reinforcing bar within the walls
Hoop, the vertical steel-bar arrangement that connects is in the stiffener hoop or vertical connection reinforcing bar colligation is on the stiffener hoop, under being located at
Wall vertical reinforcement in the wall preformed layer of the second overlapping wall in portion is stretched into bonding pad；The plate preformed layer and plate of the horizontal member
Plate transverse steel in in-situ layer is extended into bonding pad；Cast-in-place concrete makes first and second overlapping wall and level in bonding pad
Component links into an integrated entity.
The stiffener hoop is square stirrup, the pre-buried institute of difference in the both walls preformed layer of the first and second overlapping wall
State wall vertical reinforcement and the wall horizontal reinforcement perpendicular to wall vertical reinforcement, it is pre- between the both walls preformed layer interior wall vertical reinforcement
Truss bars and the square stirrup are buried, the vertical connection steel-bar arrangement is in the square stirrup.
The truss bars is horizontal or vertical to be arranged in the both walls preformed layer of the first and second overlapping wall, and described
Square stirrup is staggered with the horizontally disposed truss bars.
The square stirrup is arranged at being set close to second overlapping wall one end, and closer to the second overlapping wall for the first overlapping wall
Put closeer.
Wall vertical reinforcement in the wall preformed layer of the second overlapping wall stretches into bonding pad and forms U-shape structure, is located at
Horizontal connection reinforcing bar is set in the U-shape structure of bonding pad.
The plate longitudinal reinforcement vertical with plate transverse steel is provided with the plate preformed layer and plate in-situ layer of the horizontal member.
The horizontal member is laminated floor slab or pre-stress floor, and pre-buried bridging plate preformed layer and plate show in laminated floor slab
Pour the truss bars of layer.
The stiffener hoop is the truss stirrup of V-type, pre- respectively in the both walls preformed layer of the first and second overlapping wall
Bury the wall vertical reinforcement and the wall horizontal reinforcement perpendicular to wall vertical reinforcement, the both walls preformed layer interior wall vertical reinforcement it
Between horizontal or vertical pre-buried truss bars, the vertical connection steel-bar arrangement is in horizontal pre-buried truss bars.
The external wall preformed layer of the second overlapping wall extends into bonding pad, and the U-shape structure and water of wall vertical reinforcement
The side of flushconnection reinforcing bar is arranged in the external wall preformed layer extension of the second overlapping wall.
In such scheme, the stiffener hoop is alternatively horizontally disposed tie hoop, the first and second overlapping wall
The pre-buried wall vertical reinforcement of difference and the wall horizontal reinforcement perpendicular to wall vertical reinforcement, the both walls in both walls preformed layer
Horizontal or vertical pre-buried truss bars between preformed layer interior wall vertical reinforcement, the spiral hoop is horizontally disposed with the wall in-situ layer
Muscle, the vertical connection reinforcing bar is together with tie hoop colligation.
In such scheme, the stiffener hoop is horizontally disposed rectangle hoop, the both sides of the first and second overlapping wall
The pre-buried wall vertical reinforcement and the wall horizontal reinforcement perpendicular to wall vertical reinforcement, the both walls are prefabricated respectively in wall preformed layer
Horizontal or vertical pre-buried truss bars between layer interior wall vertical reinforcement, the rectangle hoop is horizontally disposed with the wall in-situ layer,
The vertical connection reinforcing bar is together with rectangle hoop colligation.
A kind of in order to solve the above technical problems, applying present invention also offers above-mentioned overlapping wall and horizontal member connecting node
Work method, it comprises the following steps：
1) overlapping of lifting second wall, and it is U-shaped to be placed into the wall vertical reinforcement that installation site stretches out the second overlapping wall vertically
Structure is arranged at bonding pad upward, while builds the first support system for the second overlapping wall；
2) one end of vertical connection reinforcing bar is set in the in-situ layer of the second overlapping wall, the second overlapping wall in bonding pad
Horizontal connection reinforcing bar is set in the wall vertical reinforcement U-shape structure of stretching；
3) horizontal member is lifted to its installation site, and makes the plate transverse steel external part and the second overlapping wall of horizontal member
The wall vertical reinforcement U-shape structure at top builds the second support system in being staggered in bonding pad, while for horizontal member；
4) rib mould is installed on the outside of the plate in-situ layer of horizontal member；
8) the wall in-situ layer of wall, the plate in-situ layer of horizontal member and bonding pad are overlapped with concreting second；
9) rib mould on the outside of the plate in-situ layer of horizontal member is removed；
10) overlapping of lifting first wall, and being placed into installation site vertically makes the other end of vertical connection reinforcing bar stretch into first
Overlap in the stiffener hoop in the wall in-situ layer of wall, while the 3rd support system is built for the first overlapping wall；
11) the wall in-situ layer of wall is overlapped with concreting first, makes to overlap wall positioned at the first and second of bonding pad periphery
The plate in-situ layer of wall in-situ layer and horizontal member forms integrative-structure, you can.
Feature and effect：
The both walls preformed layer and its pre-buried various reinforcing bars of the overlapping wall of the present invention first and second are all prefabricated by plant produced,
Standardized work, high-efficiency high-quality is made, avoiding site operation needs a large amount of templates, scaffold, fastener, cement, sandstone, building materials
And environmental pollution, the processing that construction is brought waste problem low with long in time limit, efficiency.Again due to the wall of first and second overlapping wall
For laminar product, its internal links structural strength and overall performance all need further to be strengthened, and for building element, its
Structural strength and overall performance are vital, and therefore, the present invention not only pre-buried is within the walls disposed with wall water in first and second overlapping
Flat reinforcing bar, wall vertical reinforcement, also especially set up in both walls preformed layer and wall in-situ layer bridge the three square stirrup and
Truss bars, and square stirrup and truss bars are multiple, and parallel spaced-apart arranged is folded whole first and second from top to bottom
Close within the walls, so as to greatly improve first and second overlapping portion connects within the walls structural strength, overall performance and reliability.In addition, this
Elongated vertical connection reinforcing bar is had additional in the wall in-situ layer of first and second overlapping wall of invention, it is cast-in-place also further to strengthen wall
Structural strength, stress performance and the overall structural behaviour for overlapping wall of layer.The present invention is also prefabricated in the both walls of the second overlapping wall
Layer end is reserved with the wall vertical reinforcement of U-shape structure, when the wall vertical reinforcement of the U-shape structure and the first overlapping wall are connected,
Significantly enhance the structural strength and reliability of connecting node.
Brief description of the drawings
Fig. 1 is first embodiment of the invention section of structure；
Fig. 2 is Fig. 1 cross-sectional views；
Fig. 3 is second embodiment of the invention section of structure；
Fig. 4 is Fig. 3 cross-sectional views；
Fig. 5 third embodiment of the invention section of structures；
Fig. 6 is that Fig. 5 removes the cross-sectional view after thermal insulation external wall panel and heat-insulation layer；
Fig. 7 is fourth embodiment of the invention section of structure；
Fig. 8 is Fig. 7 cross-sectional views.
Reference：
1-truss bars, 2-wall horizontal reinforcement, 3-wall vertical reinforcement, 4-square stirrup, 5-plate in-situ layer, 6-plate
Preformed layer, 7-vertically connect reinforcing bar, 8-wall preformed layer, 9-wall in-situ layer, 10-plate transverse steel, 11-plate longitudinal reinforcement,
12-horizontal connection reinforcing bar, 13-bonding pad, 14-tie hoop, 15-heat-insulation layer, 16-thermal insulation external wall panel, 17-rectangle hoop
Muscle, A- first overlap wall, and B- second overlaps wall, C- horizontal members.
Embodiment
As shown in Figure 1 and Figure 2, present invention overlapping wall includes through a bonding pad with horizontal member connecting node first embodiment
13 and vertical direction overlapping set first overlapping wall A and second overlapping wall B, and first and second overlapping wall A, B connect through bonding pad 13
Meet horizontally disposed horizontal member C.
First and second overlapping wall A, B includes the wall preformed layer 8 positioned at both sides and the wall in-situ layer 9 positioned at centre respectively.The
First, the pre-buried wall vertical reinforcement 3 of difference and the wall level perpendicular to wall vertical reinforcement 3 in two overlapping wall A, B both walls preformed layer 8
Reinforcing bar 2, pre-buried truss bars 1 and square stirrup 4 between both walls preformed layer interior wall vertical reinforcement 3.Truss bars 1 is with vertically connecting
It is parallel or be vertically arranged to connect reinforcing bar 7, square stirrup 4 be connected reinforcing bar 7 and be vertically arranged with vertical, and vertically connects reinforcing bar 7 and be arranged at
In square stirrup 4.In horizontal direction, square stirrup 4 is staggered with horizontally disposed truss bars 1.Square stirrup 4 is preferable
The first overlapping wall A connection end is arranged at, and it is closeer closer to connection end setting.Second overlapping wall B external wall preformed layer 8 prolongs
Bonding pad 13 is extended into, and the side of the U-shape structure of wall vertical reinforcement 3 and horizontal connection reinforcing bar 12 is arranged on the second overlapping wall B
External wall preformed layer extension in.
Horizontal member C includes the plate preformed layer 5 and plate in-situ layer 6 that overlapping is set.Horizontal member C plate preformed layer 6 and plate
The plate longitudinal reinforcement 11 vertical with plate transverse steel 10 is provided with in-situ layer 5.In horizontal member C can also pre-buried bridging plate it is prefabricated
The truss bars 1 of layer 6 and plate in-situ layer 5.
Pre-buried elongated vertical connection reinforcing bar 7 in first and second overlapping wall A, B wall in-situ layer 9 and bonding pad 13, first,
Square stirrup 4 perpendicular to vertical connection reinforcing bar 7 is set between two overlapping wall A, B both walls preformed layer 8, vertically connects reinforcing bar
7 are arranged in the square stirrup 4, and the wall vertical reinforcement 3 in the second overlapping wall B of bottom wall preformed layer 8 stretches into connection
In area 13 and U-shape structure is formed, horizontal connection reinforcing bar 12 is set in the U-shape structure of bonding pad 13；Horizontal member C plate
Plate transverse steel 10 in preformed layer 5 and plate in-situ layer 6 is extended into bonding pad 13；Cast-in-place concrete makes in bonding pad 13
First, two overlapping wall A, B and horizontal member C link into an integrated entity.
As shown in Figure 3, Figure 4, the general configuration of the present invention overlapping wall and horizontal member connecting node second embodiment and the
One embodiment is identical, simply, in the present embodiment between first and second overlapping wall A, B both walls preformed layer interior wall vertical reinforcement 3
Horizontal or vertical pre-buried truss bars 1, the vertical reinforcing bar 7 that connects are directly arranged in horizontal pre-buried truss bars 1.
As shown in Figure 5, Figure 6, the general configuration of the present invention overlapping wall and horizontal member connecting node 3rd embodiment and the
One embodiment is identical, simply, in the present embodiment between first and second overlapping wall A, B both walls preformed layer interior wall vertical reinforcement 3
Horizontal or vertical pre-buried truss bars 1, the vertical reinforcing bar 7 that connects are directly arranged in first and second overlapping wall A, B wall in-situ layer 7,
And it is banded with the multiple spiral hoops being horizontally placed in first and second overlapping wall A, B wall in-situ layer 7 on the vertical connection reinforcing bar 7
Muscle 14.In addition, in the present embodiment, a first and second overlapping wall A, B side wall preformed layer 8 has been orderly arranged outside each the and of heat-insulation layer 15
Thermal insulation external wall panel 16.
As shown in Figure 7, Figure 8, the general configuration of the present invention overlapping wall and horizontal member connecting node fourth embodiment and the
Three embodiments are identical, simply, in the present embodiment are banded with vertical connection reinforcing bar 7 and are horizontally placed on first and second overlapping wall A, B
Wall in-situ layer 7 in multiple rectangle hoops 17.
Present invention overlapping wall and the construction method of horizontal member connecting node, it comprises the following steps：
1) overlapping of lifting second wall B, and it is U-shaped to be placed into the wall vertical reinforcement that installation site stretches out the second overlapping wall vertically
Structure is arranged at bonding pad 13 upward, while builds the first support system for the second overlapping wall B；
2) one end of vertical connection reinforcing bar 7 is set in the second overlapping wall B in-situ layer, and second in bonding pad 13 folds
Close and horizontal connection reinforcing bar 12 is set in the wall vertical reinforcement U-shape structure that wall stretches out；
3) horizontal member C is lifted to its installation site, and folds the horizontal member C external part of plate transverse steel 10 and second
Close the wall vertical reinforcement U-shape structure at the top of wall B to be staggered in bonding pad 13, while the second support is built for horizontal member C
System；
4) in the horizontal member C outside of plate in-situ layer 5 installation rib mould；
8) the wall in-situ layer 9 of wall, horizontal member C plate in-situ layer 5 and bonding pad 13 are overlapped with concreting second；
9) rib mould on the outside of horizontal member C plate in-situ layer is removed；
10) overlapping of lifting first wall A, and being placed into installation site vertically makes the other end of vertical connection reinforcing bar 7 stretch into the
In square stirrup or horizontally disposed truss bars in one overlapping wall A wall in-situ layer, while the is built for the first overlapping wall A
Three support systems；
11) wall A wall in-situ layer 9 is overlapped with concreting first, makes the first and second overlapping wall positioned at bonding pad periphery
A, B wall in-situ layer and horizontal member C plate in-situ layer form integrative-structure, you can.
Claims (10)
1. one kind overlapping wall and horizontal member connecting node, including through a bonding pad (13) and vertical direction overlapping is set first
Wall (A) and the second overlapping wall (B) are overlapped, first and second overlapping wall (A, B) connects horizontally disposed horizontal member through bonding pad (13)
(C), first and second overlapping wall (A, B) includes the wall preformed layer (8) positioned at both sides and the wall in-situ layer (9) positioned at centre, water respectively
Flat component (C) includes the plate preformed layer (5) and plate in-situ layer (6) that overlapping is set, it is characterised in that the first and second overlapping wall
Pre-buried vertical connection reinforcing bar (7) in the wall in-situ layer (9) of (A, B) and bonding pad (13), the first and second overlapping wall (A, B) are interior
Stiffener hoop perpendicular to vertical connection reinforcing bar (7) is set, and vertically connection reinforcing bar (7) is arranged in the stiffener hoop or perpendicular
To connection reinforcing bar colligation on the stiffener hoop, the wall vertical steel in the wall preformed layer of wall (B) is overlapped positioned at the second of bottom
Muscle (3) is stretched into bonding pad (13)；Plate transverse steel in the plate preformed layer (5) and plate in-situ layer (6) of the horizontal member (C)
(10) extend into bonding pad (13)；Bonding pad (13) interior cast-in-place concrete makes first and second overlapping wall (A, B) and horizontal member
(C) link into an integrated entity.
2. overlapping wall according to claim 1 and horizontal member connecting node, it is characterised in that：The stiffener hoop is
Square stirrup (4), in the both walls preformed layer of the first and second overlapping wall (A, B) respectively the pre-buried wall vertical reinforcement (3) and
Perpendicular to the wall horizontal reinforcement (2) of wall vertical reinforcement (3), pre-buried purlin between the both walls preformed layer interior wall vertical reinforcement (3)
Frame reinforcing bar (1) and the square stirrup (4), the vertical connection reinforcing bar (7) are arranged in the square stirrup (4).
3. overlapping wall according to claim 2 and horizontal member connecting node, it is characterised in that：The truss bars (1)
Be arranged at it is described first and second overlapping wall (A, B) both walls preformed layer (8) in, and the square stirrup (4) with it is horizontally disposed
The truss bars (1) is staggered.
4. overlapping wall according to claim 1 and horizontal member connecting node, it is characterised in that：The second overlapping wall
(B) the wall vertical reinforcement (3) in wall preformed layer stretches into bonding pad (13) and forms U-shape structure, positioned at bonding pad (13)
Horizontal connection reinforcing bar (12) is set in the U-shape structure.
5. overlapping wall according to claim 1 and horizontal member connecting node, it is characterised in that：The horizontal member (C)
For laminated floor slab or pre-stress floor, and the Truss Steel of pre-buried bridging plate preformed layer (6) and plate in-situ layer (5) in laminated floor slab
Muscle.
6. overlapping wall according to claim 1 and horizontal member connecting node, it is characterised in that：The stiffener hoop is
The truss stirrup (1) of V-type, the interior wall vertical reinforcement pre-buried respectively of both walls preformed layer of the first and second overlapping wall (A, B)
(3) it is and the wall horizontal reinforcement (2) perpendicular to wall vertical reinforcement (3), pre- between the both walls preformed layer interior wall vertical reinforcement (3)
Truss bars (1) is buried, the vertical connection reinforcing bar (7) is arranged in horizontal pre-buried truss bars (1).
7. overlapping wall according to claim 1 and horizontal member connecting node, it is characterised in that：The second overlapping wall
(B) external wall preformed layer extends into bonding pad (13), and the U-shaped knot of the wall vertical reinforcement (3) of the second overlapping wall (B)
The side of structure and horizontal connection reinforcing bar (12) is arranged in the external wall preformed layer extension of the second overlapping wall (B).
8. overlapping wall according to claim 1 and horizontal member connecting node, it is characterised in that：The stiffener hoop is
Horizontally disposed tie hoop (16), it is described first and second overlapping wall (A, B) both walls preformed layer in respectively the pre-buried wall erect
Wall horizontal reinforcement (2) to reinforcing bar (3) and perpendicular to wall vertical reinforcement (3), the both walls preformed layer interior wall vertical reinforcement (3)
Between pre-buried truss bars (1), the tie hoop (16), the vertical connection reinforcing bar are horizontally disposed with the wall in-situ layer
(7) it is connected with tie hoop (16).
9. overlapping wall according to claim 1 and horizontal member connecting node, it is characterised in that：The stiffener hoop is
Horizontally disposed rectangle hoop (17), it is described first and second overlapping wall (A, B) both walls preformed layer in respectively the pre-buried wall erect
Wall horizontal reinforcement (2) to reinforcing bar (3) and perpendicular to wall vertical reinforcement (3), the both walls preformed layer interior wall vertical reinforcement (3)
Between pre-buried truss bars (1), the rectangle hoop (17), the vertical connection reinforcing bar are horizontally disposed with the wall in-situ layer
(7) it is connected with rectangle hoop (17).
10. a kind of overlapping wall and the construction method of horizontal member connecting node, its feature as described in 1 to 9 any one of power exists
In comprising the following steps：
1) the overlapping wall of lifting second (B), and the U-shaped knot of wall vertical reinforcement that installation site stretches out the second overlapping wall is placed into vertically
Structure is arranged at bonding pad (13) upward, while builds the first support system for the second overlapping wall (B)；
2) vertical one end for connecting reinforcing bar (7) of setting in the in-situ layer of the second overlapping wall (B), second in bonding pad (13)
Overlap and horizontal connection reinforcing bar (12) is set in the wall vertical reinforcement U-shape structure that wall stretches out；
3) horizontal member (C) is lifted to its installation site, and makes plate transverse steel (10) external part and second of horizontal member (C)
Wall vertical reinforcement U-shape structure at the top of overlapping wall (B) is staggered in bonding pad (13), while is built for horizontal member (C)
Second support system；
4) the installation rib mould on the outside of the plate in-situ layer (5) of horizontal member (C)；
8) the wall in-situ layer (9) of wall, the plate in-situ layer (5) of horizontal member (C) and bonding pad are overlapped with concreting second
(13)；
9) rib mould on the outside of the plate in-situ layer of horizontal member (C) is removed；
10) the overlapping wall of lifting first (A), and being placed into installation site vertically makes the other end of vertical connection reinforcing bar (7) stretch into the
In stiffener hoop in the wall in-situ layer of one overlapping wall (A), while the 3rd support system is built for the first overlapping wall (A)；
11) the wall in-situ layer (9) of wall (A) is overlapped with concreting first, makes the first and second overlapping wall positioned at bonding pad periphery
The plate in-situ layer of the wall in-situ layer and horizontal member (C) of (A, B) forms integrative-structure, you can.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711317620.8A CN107893477B (en) | 2017-12-12 | 2017-12-12 | Connecting node of laminated wall and horizontal member and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711317620.8A CN107893477B (en) | 2017-12-12 | 2017-12-12 | Connecting node of laminated wall and horizontal member and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107893477A true CN107893477A (en) | 2018-04-10 |
| CN107893477B CN107893477B (en) | 2023-09-19 |
Family
ID=61807554
Family Applications (1)
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| CN108756027A (en) * | 2018-06-28 | 2018-11-06 | 美好建筑装配科技有限公司 | A kind of sandwich heat preservation overlapped shear wall and its construction technology |
| CN109707085A (en) * | 2019-01-15 | 2019-05-03 | 浙江国远建设有限公司 | A kind of reinforced concrete floor and its processing method |
| CN110080455A (en) * | 2019-06-06 | 2019-08-02 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | A kind of precast shear wall, connecting node and its construction method |
| CN110374242A (en) * | 2019-07-17 | 2019-10-25 | 梁涛 | A kind of assembled laminated floor slab |
| CN110469012A (en) * | 2018-05-10 | 2019-11-19 | 龙瑞特·吉塔雅彭 | Half dry wall |
| CN110499858A (en) * | 2018-05-18 | 2019-11-26 | 中清大科技股份有限公司 | Exempt to tear non-metallic floor solid model superimposed sheet, corresponding floor structure and flooring construction method open |
| CN110820983A (en) * | 2019-10-25 | 2020-02-21 | 绍兴文理学院 | Longitudinal connection method for assembled prefabricated superposed wall boards |
| CN111075063A (en) * | 2018-10-18 | 2020-04-28 | 中清大科技股份有限公司 | Formwork-removal-free concrete shear wall structure building and construction method thereof |
| CN111075084A (en) * | 2018-10-18 | 2020-04-28 | 中清大科技股份有限公司 | Method and device for manufacturing disassembly-free non-metal bottom plate fixed mold laminated slab |
| CN111139955A (en) * | 2020-01-08 | 2020-05-12 | 毕捷 | Shear wall with transverse rib laminated wallboard and construction method thereof |
| CN111926996A (en) * | 2020-09-03 | 2020-11-13 | 三一筑工科技有限公司 | Prefabricated wall component with board of encorbelmenting |
| CN114703975A (en) * | 2019-03-21 | 2022-07-05 | 巴马丹拿建筑及工程师有限公司 | Connecting structure between prefabricated reinforced concrete structures and reinforcing steel bar configuration method for reinforced concrete structures |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110469012A (en) * | 2018-05-10 | 2019-11-19 | 龙瑞特·吉塔雅彭 | Half dry wall |
| CN110499858A (en) * | 2018-05-18 | 2019-11-26 | 中清大科技股份有限公司 | Exempt to tear non-metallic floor solid model superimposed sheet, corresponding floor structure and flooring construction method open |
| CN108756027A (en) * | 2018-06-28 | 2018-11-06 | 美好建筑装配科技有限公司 | A kind of sandwich heat preservation overlapped shear wall and its construction technology |
| CN111075084A (en) * | 2018-10-18 | 2020-04-28 | 中清大科技股份有限公司 | Method and device for manufacturing disassembly-free non-metal bottom plate fixed mold laminated slab |
| CN111075063A (en) * | 2018-10-18 | 2020-04-28 | 中清大科技股份有限公司 | Formwork-removal-free concrete shear wall structure building and construction method thereof |
| CN111075084B (en) * | 2018-10-18 | 2022-02-11 | 中清大科技股份有限公司 | Method and device for manufacturing disassembly-free non-metal bottom plate fixed mold laminated slab |
| CN109707085A (en) * | 2019-01-15 | 2019-05-03 | 浙江国远建设有限公司 | A kind of reinforced concrete floor and its processing method |
| CN114703975A (en) * | 2019-03-21 | 2022-07-05 | 巴马丹拿建筑及工程师有限公司 | Connecting structure between prefabricated reinforced concrete structures and reinforcing steel bar configuration method for reinforced concrete structures |
| CN110080455A (en) * | 2019-06-06 | 2019-08-02 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | A kind of precast shear wall, connecting node and its construction method |
| CN110080455B (en) * | 2019-06-06 | 2023-10-03 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Prefabricated shear wall, connecting node and construction method thereof |
| CN110374242A (en) * | 2019-07-17 | 2019-10-25 | 梁涛 | A kind of assembled laminated floor slab |
| CN110820983A (en) * | 2019-10-25 | 2020-02-21 | 绍兴文理学院 | Longitudinal connection method for assembled prefabricated superposed wall boards |
| CN110820983B (en) * | 2019-10-25 | 2022-04-15 | 绍兴文理学院 | Longitudinal connection method for assembled prefabricated superposed wall boards |
| CN111139955A (en) * | 2020-01-08 | 2020-05-12 | 毕捷 | Shear wall with transverse rib laminated wallboard and construction method thereof |
| CN111926996A (en) * | 2020-09-03 | 2020-11-13 | 三一筑工科技有限公司 | Prefabricated wall component with board of encorbelmenting |
| CN111926996B (en) * | 2020-09-03 | 2021-01-01 | 三一筑工科技有限公司 | Prefabricated wall component with board of encorbelmenting |
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