CN106193337A - Overlapping sandwich wall side wall and the connection node of prefabricated panel - Google Patents
Overlapping sandwich wall side wall and the connection node of prefabricated panel Download PDFInfo
- Publication number
- CN106193337A CN106193337A CN201610774563.5A CN201610774563A CN106193337A CN 106193337 A CN106193337 A CN 106193337A CN 201610774563 A CN201610774563 A CN 201610774563A CN 106193337 A CN106193337 A CN 106193337A
- Authority
- CN
- China
- Prior art keywords
- prefabricated panel
- side wall
- overlapping sandwich
- sandwich wall
- termination
- 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.)
- Pending
Links
Classifications
-
- 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
- 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
- E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
- E04B1/6187—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means on top and/or bottom surfaces of the slabs
-
- 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
- E04B2001/6195—Connections for building structures in general of slab-shaped building elements with each other the slabs being connected at an angle, e.g. forming a corner
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
A kind of connection node overlapping sandwich wall side wall and prefabricated panel, L-shaped is made in prefabricated panel termination, the vertical edge of L-type prefabricated panel termination exceeds certain altitude bottom overlapping sandwich wall side wall, for gear soil face outside the vertical edge of L-shaped prefabricated panel termination, bottom and the bottom stirrup of overlapping sandwich wall side wall is installed in the inner side of L-shaped prefabricated panel termination, between bottom the inner side and overlapping sandwich wall side wall of L-shaped prefabricated panel termination, steel reinforcement cage is installed, framework reinforcing bar and supporting steel bar, and by inside L-shaped prefabricated panel termination with overlapping sandwich wall bottom between cast-in-place concrete is connected fix global formation.The present invention increases the attachment structure thickening overlapping sandwich wall with prefabricated panel, effectively resists building shearing force and outside earthwork extruding force, the structural strength and the water resistance that connect node is greatly improved.
Description
Technical field
The invention belongs to construction engineering technical field, be specifically related to a kind of connection overlapping sandwich wall side wall and prefabricated panel
Node.
Background technology
The waterproof connecting structure of existing overlapping sandwich wall side wall and prefabricated panel be by bottom overlapping sandwich wall with
Installing what steel plate for sealing water realized in the in-situ layer on prefabricated panel top, steel plate for sealing water is when suffering shearing force, easily broken, and structure is strong
It is poor to spend, and affects water resistance and the construction quality of building.
Summary of the invention
The technical problem to be solved is: solves the problem that above-mentioned prior art exists, and provides a kind of overlapping
Sandwich wall side wall and the connection node of prefabricated panel, increase and thicken overlapping sandwich wall and the attachment structure of prefabricated panel, effectively support
Imperial building shearing force and outside earthwork extruding force, be greatly improved structural strength and the water resistance connecting node.
The technical solution used in the present invention is:
A kind of connection node overlapping sandwich wall side wall and prefabricated panel, makes L-shaped, L-type prefabricated panel by prefabricated panel termination
The vertical edge of termination exceeds certain altitude bottom overlapping sandwich wall side wall, for gear soil face, L outside the vertical edge of L-shaped prefabricated panel termination
Bottom and the bottom stirrup of overlapping sandwich wall side wall is installed in the inner side of shape prefabricated panel termination, in L-shaped prefabricated panel termination
Between bottom side and overlapping sandwich wall side wall, steel reinforcement cage, framework reinforcing bar and supporting steel bar are installed, and by L-shaped prefabricated panel end
Inside Tou with overlapping sandwich wall bottom between cast-in-place concrete is connected fix global formation.
In technique scheme, described steel reinforcement cage is arranged on inside the vertical edge of L-shaped prefabricated panel termination sandwich with overlapping
In cast-in-place concrete layer between wall side wall bottom outside.
In technique scheme, described framework reinforcing bar includes horizontal framework reinforcing bar and longitudinal framework reinforcing bar, horizontal framework steel
Muscle and longitudinal framework reinforcing bar are all connected fixing with stirrup bottom steel reinforcement cage, truss, supporting steel bar and overlapping sandwich wall, and are embedded in
In cast-in-place concrete layer.
Operation principle and advantageous effect: due to the fact that and prefabricated panel termination is made L-shaped, and L-type vertical edge exceeds folded
Certain altitude bottom co-clip core-wall side wall, and be provided with inside L-type prefabricated panel termination and between overlapping bottom sandwich wall
Laterally framework reinforcing bar, longitudinal framework reinforcing bar, steel reinforcement cage, stirrup, supporting steel bar etc., after casting concrete, it connects node and increases, increases
Thickness, anti-shear ability greatly strengthens with resisting outside earthwork extruding force, and technical scheme eliminates wallboard with base plate even
Connect the steel plate for sealing water at place, make full use of the characteristic that prefabricated panel density is high, replace steel plate for sealing water with dry wall.Therefore, this
Bright overlapping sandwich wall is high with the connecting joint structure intensity of prefabricated panel, and water resistance is good, and construction quality is excellent.
Accompanying drawing illustrates:
Fig. 1 is present configuration schematic diagram.
Reference:
1 L-shaped prefabricated panel, 2 overlapping sandwich walls, 3 horizontal framework reinforcing bars, 4 longitudinal framework reinforcing bars, 5 stirrups, 6
Supporting steel bar, 7 truss, 8 steel reinforcement cages, 9 cast-in-place concrete layers.
Detailed description of the invention:
See Fig. 1, overlapping sandwich wall side wall and the connection node of prefabricated panel of the present invention, L-shaped is made in prefabricated panel termination,
The vertical edge of L-type prefabricated panel termination exceeds certain altitude bottom overlapping sandwich wall side wall, outside the vertical edge of L-shaped prefabricated panel termination
For gear soil face, bottom and the bottom stirrup of overlapping sandwich wall side wall is installed in the inner side of L-shaped prefabricated panel termination, at the L-shaped prefabricated end
Between bottom the inner side of plate termination and overlapping sandwich wall side wall, steel reinforcement cage, framework reinforcing bar and supporting steel bar are installed, and by L-shaped
Inside prefabricated panel termination with bottom overlapping sandwich wall between cast-in-place concrete is connected fixing global formation, described steel reinforcement cage is pacified
In the cast-in-place concrete layer being contained in inside the vertical edge of L-shaped prefabricated panel termination and overlap between sandwich wall side wall bottom outside, institute
State framework reinforcing bar include horizontal framework reinforcing bar and longitudinal framework reinforcing bar, horizontal framework reinforcing bar and longitudinal framework reinforcing bar all with reinforcing bar
Bottom cage, truss, supporting steel bar and overlapping sandwich wall, stirrup connects fixing, and is embedded in cast-in-place concrete layer.
Claims (3)
1. the connection node overlapping sandwich wall side wall and prefabricated panel, it is characterised in that: L is made in prefabricated panel termination
Shape, the vertical edge of L-type prefabricated panel termination exceeds certain altitude bottom overlapping sandwich wall side wall, the vertical edge of L-shaped prefabricated panel termination
Outside is gear soil face, and bottom and the bottom stirrup of overlapping sandwich wall side wall is installed in the inner side of L-shaped prefabricated panel termination, pre-in L-shaped
Between bottom the inner side of base plate termination processed and overlapping sandwich wall side wall, steel reinforcement cage, framework reinforcing bar and supporting steel bar are installed, and pass through
Inside L-shaped prefabricated panel termination with overlapping sandwich wall bottom between cast-in-place concrete is connected fix global formation.
Overlapping sandwich wall side wall the most according to claim 1 and the connection node of prefabricated panel, it is characterised in that: described
The cast-in-place concrete that steel reinforcement cage is arranged on inside the vertical edge of L-shaped prefabricated panel termination and overlaps between sandwich wall side wall bottom outside
In layer.
Overlapping sandwich wall side wall the most according to claim 1 and the connection node of prefabricated panel, it is characterised in that: described frame
Structure reinforcing bar include horizontal framework reinforcing bar and longitudinal framework reinforcing bar, horizontal framework reinforcing bar and longitudinal framework reinforcing bar all with steel reinforcement cage, purlin
Bottom frame, supporting steel bar and overlapping sandwich wall, stirrup connects fixing, and is embedded in cast-in-place concrete layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610774563.5A CN106193337A (en) | 2016-08-31 | 2016-08-31 | Overlapping sandwich wall side wall and the connection node of prefabricated panel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610774563.5A CN106193337A (en) | 2016-08-31 | 2016-08-31 | Overlapping sandwich wall side wall and the connection node of prefabricated panel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106193337A true CN106193337A (en) | 2016-12-07 |
Family
ID=58089250
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610774563.5A Pending CN106193337A (en) | 2016-08-31 | 2016-08-31 | Overlapping sandwich wall side wall and the connection node of prefabricated panel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106193337A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN108104331A (en) * | 2017-12-12 | 2018-06-01 | 重庆渝隆远大住宅工业有限公司 | Overlap wall body structure and preparation method thereof |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3822737B2 (en) * | 1997-11-13 | 2006-09-20 | クリオン株式会社 | Veranda wall mounting structure |
| CN201695411U (en) * | 2010-06-22 | 2011-01-05 | 中国建筑第二工程局有限公司 | Waterproof system for basement bottom plate and wall surface |
| CN103397695A (en) * | 2013-08-01 | 2013-11-20 | 香港华艺设计顾问(深圳)有限公司 | Concrete filled steel tube combination column high position connected structure provided with bidirectional steel trusses |
| CN104563329A (en) * | 2014-10-27 | 2015-04-29 | 顾世章 | Load-bearing heat-preserving integrated shear wall structure |
| CN204804062U (en) * | 2015-07-14 | 2015-11-25 | 上海核工程研究设计院 | Steel sheet - concrete compound shear wall and concrete shear force wall quadrature connected node |
| CN204982634U (en) * | 2015-05-27 | 2016-01-20 | 中机国能电力工程有限公司 | Novel coal transporting trestle prevents sparge water pattern steel construction |
| CN105839666A (en) * | 2016-06-03 | 2016-08-10 | 长沙远大住宅工业集团股份有限公司 | Total-prefabricated superimposed assembly type underground pipe gallery and connecting node thereof |
| CN206052988U (en) * | 2016-08-31 | 2017-03-29 | 长沙远大住宅工业集团股份有限公司 | The connecting node of overlapping sandwich wall side wall and prefabricated panel |
-
2016
- 2016-08-31 CN CN201610774563.5A patent/CN106193337A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3822737B2 (en) * | 1997-11-13 | 2006-09-20 | クリオン株式会社 | Veranda wall mounting structure |
| CN201695411U (en) * | 2010-06-22 | 2011-01-05 | 中国建筑第二工程局有限公司 | Waterproof system for basement bottom plate and wall surface |
| CN103397695A (en) * | 2013-08-01 | 2013-11-20 | 香港华艺设计顾问(深圳)有限公司 | Concrete filled steel tube combination column high position connected structure provided with bidirectional steel trusses |
| CN104563329A (en) * | 2014-10-27 | 2015-04-29 | 顾世章 | Load-bearing heat-preserving integrated shear wall structure |
| CN204982634U (en) * | 2015-05-27 | 2016-01-20 | 中机国能电力工程有限公司 | Novel coal transporting trestle prevents sparge water pattern steel construction |
| CN204804062U (en) * | 2015-07-14 | 2015-11-25 | 上海核工程研究设计院 | Steel sheet - concrete compound shear wall and concrete shear force wall quadrature connected node |
| CN105839666A (en) * | 2016-06-03 | 2016-08-10 | 长沙远大住宅工业集团股份有限公司 | Total-prefabricated superimposed assembly type underground pipe gallery and connecting node thereof |
| CN206052988U (en) * | 2016-08-31 | 2017-03-29 | 长沙远大住宅工业集团股份有限公司 | The connecting node of overlapping sandwich wall side wall and prefabricated panel |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN108104331A (en) * | 2017-12-12 | 2018-06-01 | 重庆渝隆远大住宅工业有限公司 | Overlap wall body structure and preparation 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 |
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|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20161207 |
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| RJ01 | Rejection of invention patent application after publication |