CN207739390U - Overlap wall and horizontal member connecting node - Google Patents

Overlap wall and horizontal member connecting node Download PDF

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Publication number
CN207739390U
CN207739390U CN201721720062.5U CN201721720062U CN207739390U CN 207739390 U CN207739390 U CN 207739390U CN 201721720062 U CN201721720062 U CN 201721720062U CN 207739390 U CN207739390 U CN 207739390U
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Prior art keywords
wall
overlapping
plate
horizontal member
layer
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CN201721720062.5U
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张剑
李锦实
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Changsha Broad Homes Industrial Group Co Ltd
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Zhejiang New State Yuanda Green Building Industry Co Ltd
Changsha Broad Homes Industrial Group Co Ltd
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Abstract

A kind of overlapping wall and horizontal member connecting node, it includes the first and second overlapping wall and the first and second horizontal member connected through bonding pad, the vertical connection reinforcing bar of setting in the wall in-situ layer of first and second overlapping wall and bonding pad, stiffener hoop of the setting perpendicular to vertical connection reinforcing bar between the both walls preformed layer of first and second overlapping wall, in in the stiffener hoop, the wall vertical reinforcement in the wall preformed layer of the second overlapping wall of lower part stretches into bonding pad vertical connection steel-bar arrangement;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 extends into bonding pad;Cast-in-place concrete makes the first and second overlapping wall link into an integrated entity with the first and second horizontal member in bonding pad.

Description

Overlap wall and horizontal member connecting node
Technical field
The utility model belongs to construction engineering technical field, and in particular to a kind of overlapping wall and horizontal member connecting node.
Background technology
Assembled architecture is widely to be approved and be pushed away outstanding advantages of its standard, efficient, heat preservation, energy-saving and environmental protection 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, intermediate in-situ layer and pre- The multilayered structure of impeller in system, this overlapping wall be easy to cause that inner connecting structure intensity is low, and globality poor is especially prefabricated The binding force of outer impeller, intermediate in-situ layer and prefabricated interior impeller needs to be further strengthened.In addition, overlapping wall and horizontal member it Between bonding strength and globality also need to be further strengthened.
Utility model content
Technical problem to be solved in the utility model is:In view of the above-mentioned problems of the prior art, and providing a kind of Wall and horizontal member connecting node are overlapped, to reinforce the connection structure and overall performance of overlapping wall and horizontal member, promotes dress Technical performance with formula building.
In order to solve the above technical problems, the utility model provides a kind of overlapping wall and horizontal member connecting node, including The first overlapping wall of vertical direction overlapping setting and the second overlapping wall through a bonding pad, and the horizontal direction connection through bonding pad First level component and the second horizontal member, the first and second overlapping wall respectively includes positioned at both sides wall preformed layer and be located at Between wall in-situ layer, the first and second horizontal member respectively include overlapping setting plate preformed layer and plate in-situ layer.Described first and second Overlap the vertical connection reinforcing bar of setting in the wall in-situ layer and bonding pad of wall, described first and second overlap wall both walls preformed layer it Between setting perpendicular to the stiffener hoop of vertical connection reinforcing bar, the vertical steel-bar arrangement that connects is in the stiffener hoop, under being located at Wall vertical reinforcement in the wall preformed layer of the second overlapping wall in portion stretches into bonding pad;The plate of first and second horizontal member is existing The plate transverse steel that setting is elongated in layer is poured, the plate transverse steel in plate preformed layer extends into bonding pad;It is existing in bonding pad Pouring concrete makes the first and second overlapping wall link into an integrated entity with the first and second horizontal member.
In said program, 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 said program, the horizontal or vertical both walls for being set to the first and second overlapping wall of the truss bars are prefabricated In layer.
In said program, the square stirrup is staggered with the horizontally disposed truss bars.
In said program, the square stirrup is set to the connecting pin of the first overlapping wall.
In said program, the wall vertical reinforcement in the wall preformed layer of the second overlapping wall stretches into bonding pad and forms U Type structure is located in the U-shaped structure of bonding pad and horizontal connection reinforcing bar is arranged.
In said program, it is provided in 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 said program, it is provided in 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 said program, the stiffener hoop is the tie hoop being set in the wall in-situ layer of the first overlapping wall, and Tie hoop is bound 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 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 said program, the stiffener hoop is the rectangle hoop being set 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 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 order to solve the above technical problems, the utility model additionally provides a kind of above-mentioned overlapping wall and horizontal member connecting node Construction method comprising the following steps:
1) the second overlapping of lifting wall, and it is U-shaped to be placed into the wall vertical reinforcement that installation site makes the second overlapping wall stretch out vertically Structure is arranged upward, while building the first support system for the second overlapping wall;
2) vertical one end for connecting reinforcing bar of setting in the wall in-situ layer of the second overlapping wall is stretched out perpendicular in the second overlapping wall Horizontal connection reinforcing bar is set into reinforcing bar U-shaped structure;
3) the first and second horizontal member of lifting is to its installation site, and is arranged in the plate in-situ layer of the first and second horizontal member Elongated plate transverse steel makes the plate transverse steel in plate preformed layer extend into bonding pad, while being the 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 the first and second horizontal member;
8) concreting second is used to overlap the wall in-situ layer of wall, the plate in-situ layer of the first and second horizontal member and bonding pad;
9) rib mould on the outside of the plate in-situ layer of the first and second horizontal member is removed;
10) the first overlapping of lifting wall, and being placed into installation site vertically makes the other end for vertically connecting reinforcing bar stretch into first It overlaps in the stiffener hoop in the wall in-situ layer of wall, while third support system is built for the first overlapping wall;
11) it uses concreting first to overlap the wall in-situ layer of wall, makes the first and second overlapping wall positioned at bonding pad periphery The plate in-situ layer of wall in-situ layer and the first and second horizontal member forms integral structure, you can.
Feature and effect:
The both walls preformed layer and its pre-buried various reinforcing bars of the overlapping wall of the utility model first and second are all pre- by plant produced System, standardized work make high-efficiency high-quality, avoid site operation need a large amount of templates, scaffold, fastener, cement, sandstone, Building materials and the environmental pollution brought of constructing, processing waste problem low with long in time limit, efficiency.Again due to the first and second overlapping wall Wall is laminar product, and internal links structural strength and overall performance all need to be further strengthened, and building element is come It says, structural strength and overall performance are vital, and therefore, the utility model is not only pre-buried within the walls in the first and second overlapping It is disposed with wall horizontal reinforcement, wall vertical reinforcement, is also especially added in both walls preformed layer and wall in-situ layer and bridges the three's Square stirrup and truss bars, and square stirrup and truss bars are multiple, and parallel spaced-apart arranged is whole from top to bottom A first and second overlapping within the walls, to greatly improve the first and second overlapping structural strength of portion's connection, overall performance and can within the walls By property.In addition, vertical connection reinforcing bar is had additional in the wall in-situ layer of the first and second overlapping wall of the utility model, it also can be further Reinforce the structural strength of wall in-situ layer, the structural behaviour of stress performance and whole overlapping wall.The utility model is also in the second overlapping The both walls preformed layer end of wall is reserved with the wall vertical reinforcement of U-shaped structure, the wall vertical reinforcement of the U-shaped structure and the first overlapping When wall is connected and fixed, the structural strength and reliability of connecting node are significantly enhanced.
Description of the drawings
Fig. 1 is 1 cross-sectional view of the structure of the utility model embodiment;
Fig. 2 is the cross-sectional view of Fig. 1;
Fig. 3 is 2 cross-sectional view of the structure of the utility model embodiment;
Fig. 4 is the cross-sectional view of Fig. 3.
Fig. 5 is 3 cross-sectional view of the structure of the utility model embodiment;
Fig. 6 is the cross-sectional view of Fig. 5.
Fig. 7 is 4 cross-sectional view of the structure of the utility model embodiment;
Fig. 8 is the cross-sectional view of Fig. 7.
Reference numeral:
1-the first overlapping wall, the 2-the second overlapping wall, 3-first level components, 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 layers, 12- wall in-situ layers, 13- truss bars, 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.
Specific implementation mode
As shown in Figure 1 and Figure 2, it includes being connect through one that the utility model, which overlaps wall with one embodiment of horizontal member connecting node, First overlapping wall 1 and second of area 5 and vertical direction overlapping setting overlaps wall 2, and through bonding pad 5 and the of horizontal direction connection One horizontal member 3 and the second horizontal member 4.First and second overlapping wall 1,2 respectively includes being located at the wall preformed layer 11 of both sides and be located at Intermediate wall in-situ layer 12, the first and second horizontal member 3,4 respectively include the plate preformed layer 31 and plate in-situ layer 32 of overlapping setting. The vertical connection reinforcing bar 6 of setting in the wall in-situ layer 12 of first and second overlapping wall 1,2 and bonding pad 5, the two of the first and second overlapping wall 1,2 Stiffener hoop 7 perpendicular to vertical connection reinforcing bar 6 is set between side wall preformed layer 11, and vertical connection reinforcing bar 6 is set to this and adds In strong stirrup 7.Wall vertical reinforcement 8 in the wall preformed layer of the second overlapping wall 2 of lower part is stretched into bonding pad 5 and is formed U-shaped structure is located at setting horizontal connection reinforcing bar 9 in the U-shaped structure of bonding pad 5.The plate of first and second horizontal member 3,4 is cast-in-place Elongated plate transverse steel 33 is set in layer 32, and the plate transverse steel 33 in plate preformed layer 31 extends into bonding pad 5.Connection Cast-in-place concrete makes the first and second overlapping wall 1,2 link into an integrated entity with the first and second horizontal member 3,4 in area 5.
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 Distinguish pre-buried wall vertical reinforcement 8 and the wall horizontal reinforcement 14 perpendicular to wall vertical reinforcement 8, the wall in both walls preformed layer 11 is vertical Pre-buried truss bars 13 and square stirrup 10 between reinforcing bar 8, the vertical reinforcing bar 6 that connects are set in square stirrup 10.As shown in Figure 1, Figure 2 Shown, truss bars 13 are horizontal or vertical to be set in the both walls preformed layer of the 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 connecting pin of the first overlapping wall 1, and however, it is not limited to this, rectangular Stirrup 10 may also set up in entire first and second overlapping wall 1,2.
It is additionally provided in the plate preformed layer 31 and plate in-situ layer 32 of first and second horizontal member 3,4 and hangs 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, the utility model overlapping wall and horizontal member connecting node second embodiment are substantially with first Embodiment is identical, the difference is that only, the stiffener hoop 7 in the present embodiment is the truss bars of V-type, vertically connects reinforcing bar 6 are set in truss bars.
As shown in Figure 5, Figure 6, the utility model overlapping wall and horizontal member connecting node 3rd embodiment are substantially with second Embodiment is identical, the difference is that only, the stiffener hoop 7 in the present embodiment be set to the first overlapping wall 1 wall it is cast-in-place Tie hoop 15 in layer, and the binding of tie hoop 15 is on vertically connection reinforcing bar 6.
As shown in Figure 7, Figure 8, the utility model overlapping wall and horizontal member connecting node fourth embodiment are substantially with second Embodiment is identical, the difference is that only, the stiffener hoop 7 in the present embodiment be set to the first overlapping wall 1 wall it is cast-in-place Rectangle hoop 16 in layer, and vertical connection reinforcing bar 6 is arranged in rectangle hoop 16.
The above-mentioned overlapping wall of the utility model and the construction method of horizontal member connecting node include the following steps:
1) the second overlapping of lifting wall 2, and it is U-shaped to be placed into the wall vertical reinforcement that installation site makes the second overlapping wall stretch out vertically Structure is arranged upward, while building the first support system for the second overlapping wall 2;
2) vertical one end for connecting reinforcing bar 6 of setting in the wall in-situ layer of the second overlapping wall 2, stretches out in the second overlapping wall Setting horizontal connection reinforcing bar 9 in vertical reinforcement U-shaped structure;
3) the first and second horizontal member 3,4 is lifted to its installation site, and in the plate in-situ layer of the first and second horizontal member 3,4 The elongated plate transverse steel 33 of setting, makes the plate transverse steel 33 in plate preformed layer 31 extend into bonding pad 5, simultaneously in 32 The second support system is built for the first and second horizontal member 3,4;
4) rib mould is installed in 32 outside of the plate in-situ layer of the first and second horizontal member 3,4;
8) use concreting second overlap the wall in-situ layer 12 of wall, the first and second horizontal member 3,4 plate in-situ layer 32 and Bonding pad 5;
9) the 32 outside rib mould of plate in-situ layer of the first and second horizontal member 3,4 is removed;
10) the first overlapping of lifting wall 1, and being placed into installation site vertically makes the other end for vertically connecting reinforcing bar 6 stretch into the In stiffener hoop 7 in the wall in-situ layer of one overlapping wall, while third support system is built for the first overlapping wall 1;
11) it uses concreting first to overlap the wall in-situ layer 12 of wall 1, makes the first and second overlapping positioned at bonding pad periphery The plate in-situ layer 32 of the wall in-situ layer 12 of wall 1,2 and the first and second horizontal member 3,4 forms integral structure, you can.

Claims (10)

1. a kind of overlapping wall and horizontal member connecting node, include through a bonding pad (5) and vertical direction overlaps the first of setting 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 first and second overlapping wall (1,2) are respectively included positioned at the wall preformed layer (11) of both sides and cast-in-place positioned at intermediate wall Layer (12), the first and second horizontal member (3,4) respectively includes the plate preformed layer (31) and plate in-situ layer (32) of overlapping setting, special Sign is that setting is vertical in the wall in-situ layer (12) of the first and second overlapping wall (1,2) and bonding pad (5) connects reinforcing bar (6), Reinforcement steel of the setting perpendicular to vertical connection reinforcing bar (6) between the both walls preformed layer (11) of the first and second overlapping wall (1,2) Muscle hoop (7) vertically connects reinforcing bar (6) and is set in the stiffener hoop (7), and the wall for being located at the second overlapping wall (2) of lower part is pre- Wall vertical reinforcement (8) in preparative layer stretches 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) extends into bonding pad (5);Even Connecing area (5) interior cast-in-place concrete makes the first and second overlapping wall (1,2) link into an integrated entity with the 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 set 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 set 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 set to the connecting pin 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 is formed U-shaped structure, is located at the U of bonding pad (5) Setting horizontal connection reinforcing bar (9) 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 It is provided with the plate vertical reinforcement vertical with plate transverse steel (33) in 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 It is provided with the plate vertical reinforcement vertical with plate transverse steel (33) in the plate preformed layer (31) and plate in-situ layer (32) of component (3,4) (34), and first and second horizontal member (3,4) in also pre-buried bridging plate preformed layer (31) and plate in-situ layer (32) Truss Steel Muscle.
9. overlapping wall according to claim 1 and horizontal member connecting node, it is characterised in that:The stiffener hoop (7) it is the tie hoop (15) being set in the wall in-situ layer (12) of the first overlapping wall (1), and tie hoop (15) binding is in institute It states 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 perpendicular to wall vertical reinforcement (8) wall horizontal reinforcement (14), 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) it is the rectangle hoop (16) being set in the wall in-situ layer (12) of the first overlapping wall (1), and the vertical connection reinforcing bar (6) Setting is 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 perpendicular to wall vertical reinforcement (8) wall horizontal reinforcement (14), between the both walls preformed layer interior wall vertical reinforcement (8) Pre-buried truss bars (13).
CN201721720062.5U 2017-12-12 2017-12-12 Overlap wall and horizontal member connecting node Active CN207739390U (en)

Priority Applications (1)

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Application Number Priority Date Filing Date Title
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110080385A (en) * 2019-04-23 2019-08-02 中铁第四勘察设计院集团有限公司 A kind of prefabricated component
CN113389304A (en) * 2021-06-15 2021-09-14 中国建筑第八工程局有限公司 Assembled double-blade cavity superposed wall system and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110080385A (en) * 2019-04-23 2019-08-02 中铁第四勘察设计院集团有限公司 A kind of prefabricated component
CN113389304A (en) * 2021-06-15 2021-09-14 中国建筑第八工程局有限公司 Assembled double-blade cavity superposed wall system and construction method thereof

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GR01 Patent grant
GR01 Patent grant
TR01 Transfer of patent right

Effective date of registration: 20231231

Address after: 410000 Junction of Lusong Road and Dongfanghong Road, Changsha High-tech Development Zone, Changsha City, Hunan Province

Patentee after: CHANGSHA BROAD HOMES INDUSTRIAL GROUP Co.,Ltd.

Address before: 310000 E-9 plot, Block E, Light Industry Park, Lucheng District, Wenzhou City, Zhejiang Province

Patentee before: ZHEJIANG XINBANG YUANDA GREEN BUILDING INDUSTRY CO.,LTD.

Patentee before: CHANGSHA BROAD HOMES INDUSTRIAL GROUP Co.,Ltd.

TR01 Transfer of patent right