CN107893478A - 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 PDF

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Publication number
CN107893478A
CN107893478A CN201711318818.8A CN201711318818A CN107893478A CN 107893478 A CN107893478 A CN 107893478A CN 201711318818 A CN201711318818 A CN 201711318818A CN 107893478 A CN107893478 A CN 107893478A
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CN
China
Prior art keywords
wall
overlapping
horizontal member
plate
layer
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201711318818.8A
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Chinese (zh)
Inventor
张剑
李锦实
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Changsha Broad Homes Industrial Group Co Ltd
Original Assignee
Zhejiang New State Yuanda Green Building Industry Co Ltd
Changsha Broad Homes Industrial Group Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Zhejiang New State Yuanda Green Building Industry Co Ltd, Changsha Broad Homes Industrial Group Co Ltd filed Critical Zhejiang New State Yuanda Green Building Industry Co Ltd
Priority to CN201711318818.8A priority Critical patent/CN107893478A/en
Publication of CN107893478A publication Critical patent/CN107893478A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/16Structures 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
    • E04B1/161Structures 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/383Connection of concrete parts using adhesive materials, e.g. mortar or glue
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8623Walls made by casting, pouring, or tamping in situ made in permanent forms with spacers and at least one form leaf being monolithic
    • E04B2/8629Walls 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38Floor 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • E04B2001/4192Connecting devices specially adapted for embedding in concrete or masonry attached to concrete reinforcing elements, e.g. rods or wires

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

One kind overlapping wall and horizontal member connecting node and its construction method, it is included through first and second overlapping wall of bonding pad connection and first and second horizontal member, vertical connection reinforcing bar is set in the wall in-situ layer of first and second overlapping wall and bonding pad, stiffener hoop perpendicular to vertical connection reinforcing bar is set between the both walls preformed layer of first and second overlapping wall, vertical connection steel-bar arrangement overlaps the wall vertical reinforcement in the wall preformed layer of wall positioned at the second of bottom and stretched into bonding pad in the stiffener hoop;Elongated plate transverse steel is set in the plate in-situ layer of first and second horizontal member, and the plate transverse steel in plate preformed layer is extended into bonding pad;Cast-in-place concrete makes first and second overlapping wall be linked into an integrated entity with first and second horizontal member in bonding pad.

Description

Overlap wall and horizontal member connecting node and its construction method
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, it is laminar product such as to overlap wall, including prefabricated outer impeller, centre are now Pour layer and prefabricated interior impeller, or including prefabricated thermal insulation exterior wall plate, adiabator plate, prefabricated outer impeller, middle in-situ layer and pre- Impeller in system, the sandwich construction of this overlapping wall easily cause inner connecting structure low intensity, and globality poor is particularly prefabricated The adhesion of outer impeller, middle in-situ layer and prefabricated interior impeller needs further to be strengthened.In addition, overlapping wall and horizontal member it Between bonding strength and globality 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 globality of overlapping wall and horizontal member Energy, 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 the first overlapping wall and the second overlapping wall that vertical direction overlapping is set, and through bonding pad and the of horizontal direction connection One horizontal member and the second horizontal member, first and second overlapping wall are included positioned at the wall preformed layer of both sides and positioned at centre respectively Wall in-situ layer, first and second horizontal member include the plate preformed layer and plate in-situ layer that overlapping is set respectively.First and second overlapping Vertical connection reinforcing bar is set in the wall in-situ layer of wall and bonding pad, set between the both walls preformed layer of the first and second overlapping wall Put the stiffener hoop perpendicular to vertical connection reinforcing bar, the vertical steel-bar arrangement that connects is in the stiffener hoop, positioned at bottom Wall vertical reinforcement in the wall preformed layer of second overlapping wall is stretched into bonding pad;The plate in-situ layer of first and second horizontal member Interior to set elongated plate transverse steel, the plate transverse steel in plate preformed layer is extended into bonding pad;It is cast-in-place mixed in bonding pad Solidifying soil makes first and second overlapping wall be linked into an integrated entity with first and second horizontal member.
In such scheme, the stiffener hoop is square stirrup, in the both walls preformed layer of the first and second overlapping wall Pre-buried wall vertical reinforcement and the wall horizontal reinforcement perpendicular to wall vertical reinforcement respectively, the both walls preformed layer interior wall vertical reinforcement Between pre-buried truss bars and the square stirrup, the vertical connection steel-bar arrangement is in the square stirrup.
In such scheme, the truss bars is horizontal or vertical be arranged at the first and second overlapping wall both walls it is prefabricated In layer.
In such scheme, the square stirrup is staggered with the horizontally disposed truss bars.
In such scheme, the square stirrup is arranged at the connection end of the first overlapping wall.
In such scheme, the wall vertical reinforcement in the wall preformed layer of the second overlapping wall stretches into bonding pad and forms U Type structure, horizontal connection reinforcing bar is set in the U-shape structure of bonding pad.
In such scheme, it is provided with the plate preformed layer and plate in-situ layer of first and second horizontal member and plate transverse direction steel The vertical plate vertical reinforcement of muscle.
In such scheme, it is provided with the plate preformed layer and plate in-situ layer of first and second horizontal member and plate transverse direction steel The vertical plate vertical reinforcement of muscle, and the truss of first and second horizontal member interior also pre-buried bridging plate preformed layer and plate in-situ layer Reinforcing bar.
In such scheme, the stiffener hoop is the tie hoop being arranged in the wall in-situ layer of the first overlapping wall, and Tie hoop colligation is on the vertical connection reinforcing bar, the pre-buried wall of difference in the both walls preformed layer of the first and second overlapping wall Vertical reinforcement and the wall horizontal reinforcement perpendicular to wall vertical reinforcement, pre-buried purlin between the both walls preformed layer interior wall vertical reinforcement Frame reinforcing bar.
In such scheme, the stiffener hoop is the rectangle hoop being arranged in the wall in-situ layer of the first overlapping wall, and The vertical connection steel-bar arrangement is in rectangle hoop, the pre-buried wall of difference in the both walls preformed layer of the first and second overlapping wall Vertical reinforcement and the wall horizontal reinforcement perpendicular to wall vertical reinforcement, pre-buried purlin between the both walls preformed layer interior wall vertical reinforcement Frame reinforcing bar.
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 set upward, while builds the first support system for the second overlapping wall;
2) one end of vertical connection reinforcing bar is set in the wall in-situ layer of the second overlapping wall, stretched out in the second overlapping wall perpendicular Horizontal connection reinforcing bar is set into reinforcing bar U-shape structure;
3) first and second horizontal member is lifted to its installation site, and is set in the plate in-situ layer of first and second horizontal member Elongated plate transverse steel, the plate transverse steel in plate preformed layer is extended into bonding pad, while be first and second horizontal structure Part builds the second support system;
4) rib mould is installed on the outside of the plate in-situ layer of first and second horizontal member;
8) the wall in-situ layer of wall, the plate in-situ layer of first and second horizontal member and bonding pad are overlapped with concreting second;
9) rib mould on the outside of the plate in-situ layer of first and second 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 first and second 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 Vertical connection reinforcing bar is had additional in the wall in-situ layer of first and second overlapping wall of invention, also can further strengthen the knot of wall in-situ layer The structural behaviour of structure intensity, stress performance and overall overlapping wall.The present invention is also in the both walls preformed layer end of the second overlapping wall The wall vertical reinforcement of U-shape structure is reserved with, when the wall vertical reinforcement of the U-shape structure and the first overlapping wall are connected, greatly Enhance the structural strength and reliability of connecting node.
Brief description of the drawings
Fig. 1 is the section of structure of the embodiment of the present invention 1;
Fig. 2 is Fig. 1 cross-sectional view;
Fig. 3 is the section of structure of the embodiment of the present invention 2;
Fig. 4 is Fig. 3 cross-sectional view.
Fig. 5 is the section of structure of the embodiment of the present invention 3;
Fig. 6 is Fig. 5 cross-sectional view.
Fig. 7 is the section of structure of the embodiment of the present invention 4;
Fig. 8 is Fig. 7 cross-sectional view.
Reference:
1-the first overlapping wall, the 2-the second overlapping wall, 3-first level component, the 4-the second horizontal member, 5- connections Area, 6- vertically connect reinforcing bar, 7- stiffener hoops, 8- wall vertical reinforcements, 9- horizontal connection reinforcing bars, 10- square stirrups, 11-wall preformed layer, 12- wall in-situ layers, 13- truss barses, 14- wall horizontal reinforcements, 15- tie hoops, 16- rectangle hoops Muscle, 31- plate preformed layers, 32- plate in-situ layers, 33- plate transverse steels, 34- plate vertical reinforcements.
Embodiment
As shown in Figure 1 and Figure 2, the present invention overlapping wall and the embodiment of horizontal member connecting node one include through a bonding pad 5 and The first overlapping wall 1 and second that vertical direction overlapping is set overlaps wall 2, and first water of horizontal direction connection through bonding pad 5 The flat horizontal member 4 of component 3 and second.First and second overlapping wall 1,2 is included positioned at the wall preformed layer 11 of both sides and positioned at centre respectively Wall in-situ layer 12, first and second horizontal member 3,4 respectively include overlapping set plate preformed layer 31 and plate in-situ layer 32.Firstth, Vertical connection reinforcing bar 6, the both walls of first and second overlapping wall 1,2 are set in the wall in-situ layer 12 of two overlapping walls 1,2 and bonding pad 5 Stiffener hoop 7 perpendicular to vertical connection reinforcing bar 6 is set between preformed layer 11, and the vertical reinforcing bar 6 that connects is arranged at the reinforcement steel In muscle hoop 7.The second wall vertical reinforcement 8 overlapped in the wall preformed layer of wall 2 positioned at bottom is stretched into bonding pad 5 and formed U-shaped Structure, horizontal connection reinforcing bar 9 is set in the U-shape structure of bonding pad 5.The plate in-situ layer 32 of first and second horizontal member 3,4 Interior to set elongated plate transverse steel 33, the plate transverse steel 33 in plate preformed layer 31 is extended into bonding pad 5.Bonding pad 5 Interior cast-in-place concrete makes first and second overlapping wall 1,2 be linked into an integrated entity with first and second horizontal member 3,4.
In the present embodiment, stiffener hoop 7 can be square stirrup 10.In the both walls preformed layer of first and second overlapping wall 1,2 Pre-buried wall vertical reinforcement 8 and the wall horizontal reinforcement 14 perpendicular to wall vertical reinforcement 8 respectively, the wall in both walls preformed layer 11 are vertical Pre-buried truss bars 13 and square stirrup 10 between reinforcing bar 8, the vertical reinforcing bar 6 that connects are arranged in square stirrup 10.As shown in Figure 1, Figure 2 Shown, truss bars 13 is horizontal or vertical to be arranged in the both walls preformed layer of first and second overlapping wall 1,2, and square stirrup 10 It is staggered with horizontally disposed truss bars 13.
In the present embodiment, square stirrup 10 is only arranged at the connection end of the first overlapping wall 1, but is not limited thereto, square Stirrup 10 may also set up in whole first and second overlapping wall 1,2.
It is additionally provided with the plate preformed layer 31 and plate in-situ layer 32 of first and second horizontal member 3,4 and is hung down with plate transverse steel 33 Straight plate vertical reinforcement 34.In first and second horizontal member 3,4 can also pre-buried bridging plate preformed layer 31 and plate in-situ layer 32 truss Reinforcing bar.
As shown in Figure 3, Figure 4, present invention overlapping wall is substantially implemented with horizontal member connecting node second embodiment with first Example is identical, the difference is that only, the stiffener hoop 7 in the present embodiment is the truss bars of V-type, and the vertical reinforcing bar 6 that connects is set It is placed in truss bars.
As shown in Figure 5, Figure 6, present invention overlapping wall is substantially implemented with horizontal member connecting node 3rd embodiment with second Example is identical, the difference is that only, the stiffener hoop 7 in the present embodiment is to be arranged in the wall in-situ layer of the first overlapping wall 1 Tie hoop 15, and the colligation of tie hoop 15 vertically connection reinforcing bar 6 on.
As shown in Figure 7, Figure 8, present invention overlapping wall is substantially implemented with horizontal member connecting node fourth embodiment with second Example is identical, the difference is that only, the stiffener hoop 7 in the present embodiment is to be arranged in the wall in-situ layer of the first overlapping wall 1 Rectangle hoop 16, and vertical connection reinforcing bar 6 is arranged in rectangle hoop 16.
The above-mentioned overlapping wall of the present invention and the construction method of horizontal member connecting node comprise the following steps:
1) overlapping of lifting second wall 2, 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 set upward, while builds the first support system for the second overlapping wall 2;
2) one end of vertical connection reinforcing bar 6 is set in the wall in-situ layer of the second overlapping wall 2, stretched out in the second overlapping wall Horizontal connection reinforcing bar 9 is set in vertical reinforcement U-shape structure;
3) first and second horizontal member 3,4 is lifted to its installation site, and in the plate in-situ layer of first and second horizontal member 3,4 Elongated plate transverse steel 33 is set in 32, the plate transverse steel 33 in plate preformed layer 31 is extended into bonding pad 5, simultaneously The second support system is built for first and second horizontal member 3,4;
4) in the outside of the plate in-situ layer 32 installation rib mould of first and second horizontal member 3,4;
8) with concreting second overlap the wall in-situ layer 12 of wall, first and second horizontal member 3,4 plate in-situ layer 32 and Bonding pad 5;
9) the outside rib mould of plate in-situ layer 32 of first and second horizontal member 3,4 is removed;
10) overlapping of lifting first wall 1, and being placed into installation site vertically makes the other end of vertical connection reinforcing bar 6 stretch into the In stiffener hoop 7 in the wall in-situ layer of one overlapping wall, while the 3rd support system is built for the first overlapping wall 1;
11) the wall in-situ layer 12 of wall 1 is overlapped with concreting first, makes first and second overlapping positioned at bonding pad periphery The plate in-situ layer 32 of the horizontal member 3,4 of wall in-situ layer 12 and first and second of wall 1,2 forms integrative-structure, you can.

Claims (11)

1. one kind overlapping wall and horizontal member connecting node, including through a bonding pad (5) and vertical direction overlapping is set first Overlap wall (1) and the second overlapping wall (2), and the first level component (3) and the second water of horizontal direction connection through bonding pad (5) Flat component (4), the wall that first and second overlapping wall (1,2) is included positioned at the wall preformed layer (11) of both sides and positioned at centre respectively are cast-in-place Layer (12), first and second horizontal member (3,4) include the plate preformed layer (31) and plate in-situ layer (32) that overlapping is set respectively, and it is special Sign is, vertical connection reinforcing bar (6) is set in the wall in-situ layer (12) of the first and second overlapping wall (1,2) and bonding pad (5), Reinforcement steel perpendicular to vertical connection reinforcing bar (6) is set between the both walls preformed layer (11) of the first and second overlapping wall (1,2) Muscle hoop (7), vertically connect reinforcing bar (6) and be arranged in the stiffener hoop (7), the wall positioned at the second overlapping wall (2) of bottom is pre- Wall vertical reinforcement (8) in preparative layer is stretched into bonding pad (5);In the plate in-situ layer (32) of first and second horizontal member (3,4) Elongated plate transverse steel (33) is set, and the plate transverse steel (33) in plate preformed layer (31) is extended into bonding pad (5);Even Connecing area (5) interior cast-in-place concrete makes first and second overlapping wall (1,2) be linked into an integrated entity with first and second horizontal member (3,4).
2. overlapping wall according to claim 1 and horizontal member connecting node, it is characterised in that:The stiffener hoop (7) it is square stirrup (10), the pre-buried wall vertical reinforcement (8) of difference in the both walls preformed layer of the first and second overlapping wall (1,2) It is pre-buried between the both walls preformed layer interior wall vertical reinforcement (8) with the wall horizontal reinforcement (14) perpendicular to wall vertical reinforcement (8) Truss bars (13) and the square stirrup (10), the vertical connection reinforcing bar (6) are arranged in the square stirrup (10).
3. overlapping wall according to claim 2 and horizontal member connecting node, it is characterised in that:The truss bars (13) It is horizontal or vertical to be arranged in the both walls preformed layer of the first and second overlapping wall (1,2).
4. overlapping wall according to claim 3 and horizontal member connecting node, it is characterised in that:The square stirrup (10) It is staggered with the horizontally disposed truss bars (13).
5. overlapping wall according to claim 4 and horizontal member connecting node, it is characterised in that:The square stirrup (10) It is arranged at the connection end of the first overlapping wall (1).
6. overlapping wall according to claim 1 and horizontal member connecting node, it is characterised in that:The second overlapping wall (2) the wall vertical reinforcement (8) in wall preformed layer stretches into bonding pad (5) and forms U-shape structure, the U positioned at bonding pad (5) Horizontal connection reinforcing bar (9) is set in type structure.
7. overlapping wall according to claim 1 and horizontal member connecting node, it is characterised in that:Described first and second is horizontal The plate vertical reinforcement vertical with plate transverse steel (33) is provided with the plate preformed layer (31) and plate in-situ layer (32) of component (3,4) (34)。
8. overlapping wall according to claim 1 and horizontal member connecting node, it is characterised in that:Described first and second is horizontal The plate vertical reinforcement vertical with plate transverse steel (33) is provided with the plate preformed layer (31) and plate in-situ layer (32) of component (3,4) (34) Truss Steel of also pre-buried bridging plate preformed layer (31) and plate in-situ layer (32), and in first and second horizontal member (3,4) Muscle.
9. overlapping wall according to claim 1 and horizontal member connecting node, it is characterised in that:The stiffener hoop (7) to be arranged at the tie hoop (15) in the wall in-situ layer (12) of the first overlapping wall (1), and tie hoop (15) colligation is in institute State on vertical connection reinforcing bar (6), the pre-buried wall vertical reinforcement of difference in the both walls preformed layer of the first and second overlapping wall (1,2) (8) and the wall horizontal reinforcement (14) perpendicular to wall vertical reinforcement (8), between the both walls preformed layer interior wall vertical reinforcement (8) Pre-buried truss bars (13).
10. overlapping wall according to claim 1 and horizontal member connecting node, it is characterised in that:The stiffener hoop (7) to be arranged at rectangle hoop (16) in the wall in-situ layer (12) of the first overlapping wall (1), and the vertical connection reinforcing bar (6) It is arranged in rectangle hoop (16), the pre-buried wall vertical reinforcement of difference in the both walls preformed layer of the first and second overlapping wall (1,2) (8) and the wall horizontal reinforcement (14) perpendicular to wall vertical reinforcement (8), between the both walls preformed layer interior wall vertical reinforcement (8) Pre-buried truss bars (13).
11. a kind of overlapping wall and the construction method of horizontal member connecting node as described in claim 1-10 any one, its It is characterised by comprising the following steps:
1) the overlapping wall of lifting second (2), and the U-shaped knot of wall vertical reinforcement that installation site stretches out the second overlapping wall is placed into vertically Structure is set upward, while builds the first support system for the second overlapping wall (2);
2) one end of vertical connection reinforcing bar (6) is set in the wall in-situ layer of the second overlapping wall (2), stretched out in the second overlapping wall Horizontal connection reinforcing bar (9) is set in vertical reinforcement U-shape structure;
3) first and second horizontal member (3,4) is lifted to its installation site, and in the plate in-situ layer of first and second horizontal member (3,4) (32) elongated plate transverse steel (33) is set in, the plate transverse steel (33) in plate preformed layer (31) is extended into bonding pad (5) in, while the second support system is built for first and second horizontal member (3,4);
4) the installation rib mould on the outside of the plate in-situ layer (32) of first and second horizontal member (3,4);
8) wall in-situ layer (12), the plate in-situ layer (32) of first and second horizontal member (3,4) of wall are overlapped with concreting second And bonding pad (5);
9) rib mould on the outside of the plate in-situ layer (32) of first and second horizontal member (3,4) is removed;
10) the overlapping wall of lifting first (1), and being placed into installation site vertically makes the other end of vertical connection reinforcing bar (6) stretch into the In stiffener hoop (7) in the wall in-situ layer of one overlapping wall, while the 3rd support system is built for the first overlapping wall (1);
11) the wall in-situ layer (12) of wall (1) is overlapped with concreting first, makes first and second overlapping positioned at bonding pad periphery The wall in-situ layer (12) of wall (1,2) and the plate in-situ layer (32) of first and second horizontal member (3,4) form integrative-structure, you can.
CN201711318818.8A 2017-12-12 2017-12-12 Overlap wall and horizontal member connecting node and its construction method Pending CN107893478A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
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
CN110469001A (en) * 2019-08-28 2019-11-19 广东省建筑设计研究院 Overlapped shear wall and its method of construction
CN110700420A (en) * 2018-07-10 2020-01-17 周兆弟 Prefabricated wall body and assembly structure of assembly type building and construction method of prefabricated wall body and assembly structure

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101575872A (en) * 2009-06-08 2009-11-11 南京工业大学 Energy-saving building structure system suitable for industrial production
CN104775555A (en) * 2015-04-30 2015-07-15 华东建筑设计研究院有限公司 Novel T-shaped superimposed slab shear wall edge member and connecting method thereof
CN105937270A (en) * 2016-06-03 2016-09-14 长沙远大住宅工业集团股份有限公司 Novel prefabricated building connecting joint
CN205742550U (en) * 2016-06-03 2016-11-30 长沙远大住宅工业集团股份有限公司 Novel fabricated building connects node
CN107313517A (en) * 2017-07-24 2017-11-03 远大住宅工业(上海)有限公司 Overlap wall and intermediate layer laminated floor slab connecting node

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101575872A (en) * 2009-06-08 2009-11-11 南京工业大学 Energy-saving building structure system suitable for industrial production
CN104775555A (en) * 2015-04-30 2015-07-15 华东建筑设计研究院有限公司 Novel T-shaped superimposed slab shear wall edge member and connecting method thereof
CN105937270A (en) * 2016-06-03 2016-09-14 长沙远大住宅工业集团股份有限公司 Novel prefabricated building connecting joint
CN205742550U (en) * 2016-06-03 2016-11-30 长沙远大住宅工业集团股份有限公司 Novel fabricated building connects node
CN107313517A (en) * 2017-07-24 2017-11-03 远大住宅工业(上海)有限公司 Overlap wall and intermediate layer laminated floor slab connecting node

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110700420A (en) * 2018-07-10 2020-01-17 周兆弟 Prefabricated wall body and assembly structure of assembly type building and construction method of prefabricated wall body and assembly structure
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
CN110469001A (en) * 2019-08-28 2019-11-19 广东省建筑设计研究院 Overlapped shear wall and its method of construction
CN110469001B (en) * 2019-08-28 2024-02-23 广东省建筑设计研究院 Superimposed shear wall and construction method thereof

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