CN107313517A - Overlap wall and intermediate layer laminated floor slab connecting node - Google Patents
Overlap wall and intermediate layer laminated floor slab connecting node Download PDFInfo
- Publication number
- CN107313517A CN107313517A CN201710605635.8A CN201710605635A CN107313517A CN 107313517 A CN107313517 A CN 107313517A CN 201710605635 A CN201710605635 A CN 201710605635A CN 107313517 A CN107313517 A CN 107313517A
- Authority
- CN
- China
- Prior art keywords
- floor slab
- laminated floor
- intermediate layer
- wall
- cast
- Prior art date
- 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.)
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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
- E04B1/38—Connections for building structures in general
- E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
-
- 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
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
Abstract
One kind overlapping wall and intermediate layer laminated floor slab connecting node, including upper prefabricated overlapping wall, be connected with upper prefabricated overlapping wall bottom cast-in-situ wall, be connected down with the one end of cast-in-situ wall away from upper prefabricated overlapping wall it is prefabricated overlap wall and located at cast-in-situ wall and under the prefabricated junction opposite sides for overlapping wall the first intermediate layer laminated floor slab and the second intermediate layer laminated floor slab；The cast-in-situ wall junction of prefabricated overlapping wall and first intermediate layer laminated floor slab with are connected with the junction weight merga pass cast-in-place concrete of the second intermediate layer laminated floor slab is shaped to entirety.Standardized production of the present invention, quality controllable, efficiency high, Assembling, a large amount of templates, scaffold, fastener, sandstone, cement and construction equipment, non-environmental-pollution are saved, and occupation of land construction site is small, without excavating Large Foundation Pit, earth volume is few, and construction cost is low, and construction speed is fast, efficiency high.
Description
Technical field
Traditional municipal underground engineering and Building class underground engineering generally use poured in place concrete solid wall, entity bottom
Plate and entity intermediate layer, due to being entirely cast-in-place concrete, it is therefore desirable to substantial amounts of template, scaffold, fastener and cement,
Sandstone, building materials, take construction site greatly, and equipment and materials is more, and, it is necessary to excavate Large Foundation Pit, backfill earth volume is big after the completion of construction,
Construction cost is high.Particularly in work progress, Concrete contamination environment, construction material is wasted, and criteria of right and wrong metaplasia is produced
Operation, quality is difficult to control to, and the monolithic concrete oxidative cure time is long, and the construction period is delayed, and progress is slow, and efficiency is low.
Background technology
The present invention, which to be solved technical problem, is：The problem of above-mentioned prior art is present is solved, and a kind of overlapping wall is provided
With intermediate layer laminated floor slab connecting node, building element is prefabricated in the factory, and standardized production is quality controllable, efficiency high, live group
Dress, saves a large amount of templates, scaffold, fastener, sandstone, cement and construction equipment, non-environmental-pollution, and take up an area construction site
Small, without excavating Large Foundation Pit, earth volume is few, and cost is low, and construction speed is fast, efficiency high.
The content of the invention
The technical solution adopted by the present invention is：One kind overlapping wall and intermediate layer laminated floor slab connecting node, including it is upper prefabricated
Overlap wall, the cast-in-situ wall being connected with upper prefabricated overlapping wall bottom, be connected with the one end of cast-in-situ wall away from upper prefabricated overlapping wall
Under it is prefabricated overlapping wall and located at cast-in-situ wall with it is prefabricated overlapping wall junction opposite sides the first intermediate layer overlap building
Plate and the second intermediate layer laminated floor slab；The cast-in-situ wall junction of prefabricated overlapping wall and first intermediate layer laminated floor slab with
It is connected with the junction weight merga pass cast-in-place concrete of the second intermediate layer laminated floor slab and is shaped to entirety.
In above-mentioned technical proposal, the prefabricated overlapping wall preformed layer of the upper prefabricated overlapping wall including both sides and prefabricated located at two
Overlapping wall preformed layer between cast-in-place concrete intermediate layer, be embedded in both sides it is prefabricated overlapping wall preformed layer in vertical reinforcement and with
The horizontal reinforcement of corresponding Vertical bar connection and located at cast-in-place concrete intermediate layer, and to connect both sides respectively prefabricated folded at two ends
Close the truss connection reinforcing bar of vertical reinforcement in wall preformed layer.
In above-mentioned technical proposal, it is described under prefabricated overlapping wall including both sides prefabricated overlapping wall preformed layer, pre- located at two
System overlapping wall preformed layer between cast-in-place concrete intermediate layer, be embedded in both sides it is prefabricated overlapping wall preformed layer in vertical reinforcement and with
The horizontal reinforcement of corresponding Vertical bar connection and located at cast-in-place concrete intermediate layer, and to connect both sides respectively prefabricated folded for both sides
Close the truss connection reinforcing bar of vertical reinforcement in wall preformed layer.
In above-mentioned technical proposal, described the first intermediate layer laminated floor slab and the second intermediate layer laminated floor slab all includes folded
Close floor preformed layer, laminated floor slab in-situ layer, laminated floor slab bottom surface transverse steel, laminated floor slab top surface transverse steel, overlapping building
Plate longitudinal reinforcement and floor truss connection reinforcing bar, the truss connection reinforcing bar upper and lower side connect the horizontal steel of laminated floor slab top surface respectively
Muscle and laminated floor slab bottom surface transverse steel, the laminated floor slab top surface transverse steel section of stretching out of first intermediate layer laminated floor slab are inserted
Enter the laminated floor slab in-situ layer of the second intermediate layer laminated floor slab, and the horizontal steel in the laminated floor slab bottom surface of the first intermediate layer laminated floor slab
Muscle section of stretching out and the laminated floor slab bottom surface transverse steel section of stretching out of the second intermediate layer laminated floor slab are overlapped, the second intermediate layer overlapping building
Plate laminated floor slab top surface transverse steel section of stretching out bending be embedded in cast-in-situ wall and bottom it is prefabricated overlapping sandwich wall between it is cast-in-place
In concrete bodies.
In above-mentioned technical proposal, steel plate for sealing water is embedded with described cast-in-situ wall.
In above-mentioned technical proposal, stirrup or steel reinforcement cage are embedded with described cast-in-situ wall.
In above-mentioned technical proposal, the vertical reinforcement of prefabricated overlapping within the walls that is embedded in extends downwardly from section through cast-in-place wall
Body, vertical reinforcement protrudes upward section and is connected within the walls with being embedded in down prefabricated overlapping.
It is horizontal by upper and lower prefabricated overlapping wall vertical reinforcement and laminated floor slab top surface transverse steel, bottom surface in above-mentioned technical proposal
Provided with connection reinforcing bar on the inside of the reinforcing steel bar frame surrounded to reinforcing bar.
In above-mentioned technical proposal, the thickness of the in-situ layer of second intermediate layer laminated floor slab is overlapped higher than the first intermediate layer
The thickness of floor in-situ layer.
It is folded in the middle of the laminated floor slab preformed layer bottom surface of first intermediate layer laminated floor slab and second in above-mentioned technical proposal
The laminated floor slab preformed layer bottom surface for closing floor is in same plane.
Outstanding advantages and remarkable result：
The present invention is designed for municipal underground engineering and Building class underground engineering, using upper and lower prefabricated overlapping wall and first, the
Two intermediate layer laminated floor slabs, these building elements are all prefabricated in the factory, standardized production, and Bu cities have stable political situation Building class underground work
Journey is made, thus without construction materials such as a large amount of templates, scaffold, fastener and cement, sandstones, should not also excavate large-scale base
A large amount of earthwork, particularly non-environmental-pollution are cheated and backfill, no construction material is wasted, and construction cost is low, and built speed is fast, efficiency
It is high.The present invention revolutionizes the original that conventional municipal underground engineering and Building class underground engineering use cast-in-place concrete to construct
Beginning backward state.Cast-in-situ wall, first and second intermediate layer laminated floor slab in-situ layer and the cast-in-situ wall of the present invention are prefabricated folded with
The connection space bar splicing structure and cast-in-place concrete attachment structure of wall are closed, makes municipal underground engineering and Building class underground engineering
Good integrity, structural strength is high.So, present invention wall both in underground engineering, on floor these building elements using environmental protection,
Standard, efficient precast construction, again can be in underground engineering wall, the connecting node of floor using the cast-in-place knot that structural strength is high
Structure, thus make underground engineering that there is both sides advantage and effect, it is well known that prefabricated components are efficient, environmentally friendly, standardization, and
Cast-in-place concrete good integrity, structural strength is high, the organic unity of both, has undoubtedly concentrated both advantage performances, has evaded
Both defects, this makes the construction quality and technical performance of the present invention be improved significantly, and technique effect is further notable.
Brief description of the drawings：
Fig. 1 is schematic structural view of the invention.
Reference：
1-prefabricated overlapping wall preformed layer, 2-truss connection reinforcing bar, 3-cast-in-place concrete intermediate layer, 4-laminated floor slab is prefabricated
Layer, 5-laminated floor slab in-situ layer, 6-steel plate for sealing water, 7-upper prefabricated overlapping wall, 8-under prefabricated overlapping wall, in the middle of 9-the first
Layer laminated floor slab, the 10-the second intermediate layer laminated floor slab, 11-cast-in-situ wall, 12-vertical reinforcement, 13-horizontal reinforcement, 14-
Top surface transverse steel, 15-bottom surface transverse steel, 16-longitudinal reinforcement, 17-stirrup or steel reinforcement cage, the connection of 18-floor truss
Reinforcing bar, 19-connection reinforcing bar.
Embodiment：
Referring to Fig. 1, overlapping wall of the invention and intermediate layer laminated floor slab connecting node, including upper prefabricated overlapping wall 7, with it is upper prefabricated
Overlap the cast-in-situ wall 11 of wall 7 bottom connection, the first intermediate layer laminated floor slab 9, the second intermediate layer laminated floor slab 10 and under it is prefabricated
Overlap wall 8；The cast-in-situ wall 11, under prefabricated overlapping wall 8 top and the first intermediate layer laminated floor slab 9 and the second intermediate layer overlapping
The junction of floor 10 is shaped to entirety by cast-in-place concrete connection.As illustrated, upper prefabricated overlapping wall 7 includes the pre- of both sides
System overlapping wall preformed layer 1, the cast-in-place concrete intermediate layers 3 between two prefabricated overlapping wall preformed layers, to be embedded in both sides prefabricated
Overlap the vertical reinforcement 12 in wall preformed layer 1 and the horizontal reinforcement 13 with corresponding Vertical bar connection and connection both sides are prefabricated
Overlap the truss connection reinforcing bar 2 of vertical reinforcement in wall preformed layer.And under prefabricated overlapping wall 8 including both sides prefabricated overlapping wall it is prefabricated
Layer 1, located at two it is prefabricated overlapping wall preformed layers between cast-in-place concrete intermediate layers 3, be embedded in both sides it is prefabricated overlapping wall preformed layer
Interior vertical reinforcement 12 and with corresponding Vertical bar connection and with the vertically arranged horizontal reinforcement of vertical reinforcement 13 and being connected two
The truss connection reinforcing bar 2 of vertical reinforcement in the prefabricated overlapping wall preformed layer in side.It is embedded in the vertical reinforcement 12 in prefabricated overlapping wall 7
Section is extended downwardly from through cast-in-situ wall 11, protruding upward section with being embedded in down vertical reinforcement 12 in prefabricated overlapping wall 8 is connected.
On the inside of the reinforcing steel bar frame that upper and lower prefabricated overlapping wall vertical reinforcement and laminated floor slab top surface transverse steel, bottom surface transverse steel are surrounded
Provided with connection reinforcing bar 19.The laminated floor slab refers to that the first intermediate layer laminated floor slab and the second intermediate layer laminated floor slab are referred to as.
As shown in figure 1, all to include laminated floor slab pre- for the first intermediate layer laminated floor slab 9 and the second intermediate layer laminated floor slab 10
Preparative layer 4, laminated floor slab in-situ layer 5, laminated floor slab bottom surface transverse steel 15, laminated floor slab top rebars 14, laminated floor slab longitudinal direction
Reinforcing bar 16 and floor truss connection reinforcing bar 18, the floor truss connection upper and lower side of reinforcing bar 18 connect steel at the top of laminated floor slab respectively
Muscle 14 and laminated floor slab bottom surface transverse steel 15, the laminated floor slab top rebars 14 of first intermediate layer laminated floor slab 9 are stretched out
The laminated floor slab in-situ layer 5 of section the second intermediate layer laminated floor slab 10 of insertion, and the laminated floor slab bottom of the first intermediate layer laminated floor slab 9
The section of stretching out of laminated floor slab bottom surface transverse steel 15 overlap joint of the external part of face transverse steel 15 and the second intermediate layer laminated floor slab 10, the
The section of stretching out of laminated floor slab top rebars 14 bending of two intermediate layer laminated floor slabs 9 is embedded in the prefabricated overlapping wall with of cast-in-situ wall 11
Between cast-in-place concrete body in, the thickness of the in-situ layer of the second intermediate layer laminated floor slab 10 is higher than the first intermediate layer laminated floor slab
Steel plate for sealing water 6, stirrup or steel reinforcement cage 17 are embedded with the thickness of 9 in-situ layers, described cast-in-situ wall.First intermediate layer overlaps building
The laminated floor slab preformed layer bottom surface of plate and the laminated floor slab preformed layer bottom surface of the second intermediate layer laminated floor slab are in same plane.
Claims (10)
1. one kind overlapping wall and intermediate layer laminated floor slab connecting node, it is characterised in that：Including it is upper it is prefabricated overlapping wall, with it is upper prefabricated
Overlap the cast-in-situ wall of wall bottom connection, prefabricated overlapping wall is connected down with the one end of cast-in-situ wall away from upper prefabricated overlapping wall,
And located at cast-in-situ wall with it is prefabricated overlapping wall junction opposite sides the first intermediate layer laminated floor slab and the second intermediate layer
Laminated floor slab；The cast-in-situ wall is laminated with in the middle of the junction of prefabricated overlapping wall and the first intermediate layer laminated floor slab and second
The junction weight merga pass cast-in-place concrete connection for closing floor is shaped to entirety.
2. overlapping wall according to claim 1 and intermediate layer laminated floor slab connecting node, it is characterised in that：It is described prefabricated
Overlapping wall is included in the middle of the prefabricated overlapping wall preformed layer of both sides and the cast-in-place concrete between two prefabricated overlapping wall preformed layers
Layer, the vertical reinforcement being embedded in the prefabricated overlapping wall preformed layer in both sides and horizontal reinforcement with corresponding Vertical bar connection and
Located at cast-in-place concrete intermediate layer, and two ends connect the truss connection steel of vertical reinforcement in the prefabricated overlapping wall preformed layer in both sides respectively
Muscle.
3. overlapping wall according to claim 1 and intermediate layer laminated floor slab connecting node, it is characterised in that：Described is lower pre-
System overlapping wall includes the prefabricated overlapping wall preformed layer of both sides, in the middle of the two prefabricated cast-in-place concretes overlapped between wall preformed layers
Layer, it is embedded in the prefabricated overlapping wall preformed layer in both sides vertical reinforcement and horizontal reinforcement with corresponding Vertical bar connection and sets
In cast-in-place concrete intermediate layer, and both sides connect the truss connection steel of vertical reinforcement in the prefabricated overlapping wall preformed layer in both sides respectively
Muscle.
4. overlapping wall according to claim 1 and intermediate layer laminated floor slab connecting node, it is characterised in that：Described first
Intermediate layer laminated floor slab and the second intermediate layer laminated floor slab all include laminated floor slab preformed layer, laminated floor slab in-situ layer, overlapping
Soffit transverse steel, laminated floor slab top surface transverse steel, laminated floor slab longitudinal reinforcement and floor truss connection reinforcing bar, it is described
Truss connection reinforcing bar upper and lower side connects laminated floor slab top surface transverse steel and laminated floor slab bottom surface transverse steel, described first respectively
The laminated floor slab that the laminated floor slab top surface transverse steel section of stretching out of intermediate layer laminated floor slab inserts the second intermediate layer laminated floor slab shows
Pour layer, and the laminated floor slab bottom surface transverse steel section of stretching out of the first intermediate layer laminated floor slab and the second intermediate layer laminated floor slab is folded
Soffit transverse steel section of stretching out overlap joint is closed, the laminated floor slab top surface transverse steel section of stretching out of the second intermediate layer laminated floor slab is curved
Folding is embedded in the cast-in-place concrete body between the prefabricated overlapping sandwich wall of cast-in-situ wall and bottom.
5. overlapping wall according to claim 1 and intermediate layer laminated floor slab connecting node, it is characterised in that：Described is cast-in-place
Steel plate for sealing water is embedded with wall.
6. overlapping wall according to claim 1 and intermediate layer laminated floor slab connecting node, it is characterised in that：Described is cast-in-place
Stirrup or steel reinforcement cage are embedded with wall.
7. overlapping wall according to claim 2 and intermediate layer laminated floor slab connecting node, it is characterised in that：It is described to be embedded in
The vertical reinforcement of upper prefabricated overlapping within the walls extends downwardly from section through cast-in-situ wall, with being embedded in down prefabricated overlapping vertical reinforcement within the walls
Section is protruded upward to be connected.
8. overlapping wall according to claim 4 and intermediate layer laminated floor slab connecting node, it is characterised in that：By upper and lower pre-
Provided with connection steel on the inside of the reinforcing steel bar frame that system overlapping wall vertical reinforcement and laminated floor slab top surface transverse steel, bottom surface transverse steel are surrounded
Muscle.
9. overlapping wall according to claim 4 and intermediate layer laminated floor slab connecting node, it is characterised in that：In described second
The thickness of the in-situ layer of interbed laminated floor slab is higher than the thickness of the first intermediate layer laminated floor slab in-situ layer.
10. overlapping wall according to claim 4 and intermediate layer laminated floor slab connecting node, it is characterised in that：Described first
The laminated floor slab preformed layer bottom surface of intermediate layer laminated floor slab and the laminated floor slab preformed layer bottom surface of the second middle laminated floor slab are in
Same plane.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710605635.8A CN107313517B (en) | 2017-07-24 | 2017-07-24 | Connecting node for laminated wall and laminated floor slab in middle layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710605635.8A CN107313517B (en) | 2017-07-24 | 2017-07-24 | Connecting node for laminated wall and laminated floor slab in middle layer |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107313517A true CN107313517A (en) | 2017-11-03 |
| CN107313517B CN107313517B (en) | 2023-08-18 |
Family
ID=60178410
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710605635.8A Active CN107313517B (en) | 2017-07-24 | 2017-07-24 | Connecting node for laminated wall and laminated floor slab in middle layer |
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Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN107642104A (en) * | 2017-09-20 | 2018-01-30 | 湖南远大工程设计有限公司 | Prefabricated sandwich wall and middle overlapping board connecting structure and its construction method |
| CN107893478A (en) * | 2017-12-12 | 2018-04-10 | 浙江新邦远大绿色建筑产业有限公司 | Overlap wall and horizontal member connecting node and its construction method |
| CN107893477A (en) * | 2017-12-12 | 2018-04-10 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Overlap wall and horizontal member connecting node and its construction method |
| CN107893476A (en) * | 2017-12-12 | 2018-04-10 | 浙江新邦远大绿色建筑产业有限公司 | Overlap wall and horizontal member connecting node and its construction method |
| CN107938892A (en) * | 2017-12-12 | 2018-04-20 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Overlap exterior wall and overlapping beam connecting node and its construction method |
| CN107975165A (en) * | 2017-12-12 | 2018-05-01 | 青岛上流远大住宅工业有限公司 | Overlap wall body structure and preparation method thereof |
| CN108625487A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of across frame structure end support node structure of steel bar girder plate |
| CN109653439A (en) * | 2019-01-18 | 2019-04-19 | 长沙远大住宅工业集团股份有限公司 | Overlap column connected node and its construction method |
| CN110700485A (en) * | 2019-09-20 | 2020-01-17 | 湖北宇辉新型建筑材料有限公司 | Prefabricated laminated plate type edge member and production method thereof |
| CN110955929A (en) * | 2019-12-19 | 2020-04-03 | 三一筑工科技有限公司 | Method and device for generating model of horizontal seam connecting component of wallboard |
| CN115434466A (en) * | 2022-10-21 | 2022-12-06 | 中建八局浙江建设有限公司 | Connecting structure of floor slabs with height difference and construction method thereof |
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| CN107642104B (en) * | 2017-09-20 | 2022-12-30 | 湖南远大工程设计有限公司 | Connecting structure of prefabricated sandwich wall and middle laminated slab and construction method thereof |
| CN107642104A (en) * | 2017-09-20 | 2018-01-30 | 湖南远大工程设计有限公司 | Prefabricated sandwich wall and middle overlapping board connecting structure and its construction method |
| CN107893478A (en) * | 2017-12-12 | 2018-04-10 | 浙江新邦远大绿色建筑产业有限公司 | Overlap wall and horizontal member connecting node and its construction method |
| CN107893477A (en) * | 2017-12-12 | 2018-04-10 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Overlap wall and horizontal member connecting node and its construction method |
| CN107893476A (en) * | 2017-12-12 | 2018-04-10 | 浙江新邦远大绿色建筑产业有限公司 | Overlap wall and horizontal member connecting node and its construction method |
| CN107938892A (en) * | 2017-12-12 | 2018-04-20 | 呼和浩特市中朵兴泰远大建筑工业有限公司 | Overlap exterior wall and overlapping beam connecting node and its construction method |
| CN107975165A (en) * | 2017-12-12 | 2018-05-01 | 青岛上流远大住宅工业有限公司 | Overlap wall body structure and preparation method thereof |
| CN107975165B (en) * | 2017-12-12 | 2024-03-12 | 长沙远大住宅工业集团股份有限公司 | Laminated wall structure and manufacturing method thereof |
| CN107893477B (en) * | 2017-12-12 | 2023-09-19 | 长沙远大住宅工业集团股份有限公司 | Connecting node of laminated wall and horizontal member and construction method thereof |
| CN108625487A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of across frame structure end support node structure of steel bar girder plate |
| CN109653439A (en) * | 2019-01-18 | 2019-04-19 | 长沙远大住宅工业集团股份有限公司 | Overlap column connected node and its construction method |
| CN110700485A (en) * | 2019-09-20 | 2020-01-17 | 湖北宇辉新型建筑材料有限公司 | Prefabricated laminated plate type edge member and production method thereof |
| CN110955929A (en) * | 2019-12-19 | 2020-04-03 | 三一筑工科技有限公司 | Method and device for generating model of horizontal seam connecting component of wallboard |
| CN115434466A (en) * | 2022-10-21 | 2022-12-06 | 中建八局浙江建设有限公司 | Connecting structure of floor slabs with height difference and construction method thereof |
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