CN108775098A - The production method of across floor PEC shear walls-steel coupling beam coupled wall connecting node - Google Patents
The production method of across floor PEC shear walls-steel coupling beam coupled wall connecting node Download PDFInfo
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- CN108775098A CN108775098A CN201810617075.2A CN201810617075A CN108775098A CN 108775098 A CN108775098 A CN 108775098A CN 201810617075 A CN201810617075 A CN 201810617075A CN 108775098 A CN108775098 A CN 108775098A
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- floor
- pec
- shear walls
- steel
- coupling beam
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- 230000008878 coupling Effects 0.000 title claims abstract description 80
- 238000010168 coupling process Methods 0.000 title claims abstract description 80
- 238000005859 coupling reaction Methods 0.000 title claims abstract description 80
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 51
- 239000010959 steel Substances 0.000 title claims abstract description 51
- 238000004519 manufacturing process Methods 0.000 title claims abstract description 17
- 239000002131 composite material Substances 0.000 claims abstract description 39
- 238000010276 construction Methods 0.000 claims abstract description 19
- 238000010008 shearing Methods 0.000 claims abstract description 9
- 239000000203 mixture Substances 0.000 claims abstract description 4
- 239000003351 stiffener Substances 0.000 claims description 13
- 230000010412 perfusion Effects 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims description 2
- 238000005345 coagulation Methods 0.000 claims description 2
- 230000005540 biological transmission Effects 0.000 abstract description 3
- 150000001875 compounds Chemical class 0.000 description 6
- 238000010586 diagram Methods 0.000 description 3
- 230000008901 benefit Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000012946 outsourcing Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
This application discloses a kind of production methods of across floor PEC shear walls-steel coupling beam coupled wall connecting node construction, include the following steps：1）Be prefabricated in the factory assembled across the floor PEC shear walls of monolithic for completing connection or more floor, and 2）The composite coupling beams of prefabricated half length；3）The composite coupling beams of half length are welded in the side of across the floor PEC shear walls of monolithic, across the floor PEC of composition monolithic shears wall member；4）It repeats prefabricated across the floor PEC for completing another half-connection or more floor and shears wall member；5）Bolt hole is symmetrically opened up on the composite coupling beams web that across the floor PEC of two panels shears wall member；6）Across the floor PEC shearings wall member of two panels is attached, and both sides composite coupling beams web is by connecting plate and is bolted, and the edge of a wing is by being welded to connect.Across floor arrangement coupling beam can be realized using the application, and solves the problems, such as that floor support plate is shelved, and realize the reliable power transmission of connection that floor passes through steel coupling beam up and down；PEC shear walls are prefabricated in the factory with steel coupling beam, greatly reduce site operation working hour.
Description
Technical field：
This application involves a kind of production methods of building element, and in particular to a kind of across floor part compound shear wall-steel coupling beam
The production method of coupled wall tie point, belongs to construction engineering technical field.
Background technology：
Part outsourcing compound shear wall（Partially Encased Composite Shear Wall, hereinafter referred to as PEC shearings
Wall）It is a kind of novel fabricated steel-concrete compound shear wall, the shear wall is without carrying out vertical and horizontal steel bar tie up
It pricks, overall construction is simple；Component can be completed in factory process, and scene only carries out splicing installation, can ensure component construction quality
On the basis of efficiently reduce construction period, have good economic benefits.
Coupled wall system is that two panels or multi-disc shear wall are connected with concrete connecting-beam, resists water as a whole
Tilting moment under flat force effect.Coupling beam transmits the vertical load between adjacent wall limb, causes to generate couple to resist earthquake
Tilting moment.
Existing coupled wall is mostly the coupled wall of same floor, can realize the coupled wall connection section of across floor arrangement coupling beam
Point construction has no correlative study.
Based on this, the application is made.
Invention content：
In view of the above-mentioned problems of the prior art, the object of the present invention is to provide across the floor PEC shear walls of one kind-steel to connect
The production method of beam coupled wall connecting node combines two panels or the outsourcing of multi-disc part（PEC）Shear wall is connected with steel coupling beam
Get up；And it is Optimizing construction technique, realizes across floor arrangement steel coupling beam, steel coupling beam is made to be connected to window bottom and the lower layer on upper layer
Window top, reduce the site operation period.
To achieve the goals above, the technical solution adopted by the present invention is：
A kind of production method of across floor PEC shear walls-steel coupling beam coupled wall connecting node construction, which is characterized in that including with
Lower step：
1）Be prefabricated in the factory assembled across the floor PEC shear walls of monolithic for completing connection or more floor, across the floor PEC shearings
Wall by steel skeleton and the coagulation local soil type being filled in steel skeleton at；
2）The composite coupling beams of prefabricated half length, i.e., left coupling beam, right coupling beam, the left coupling beam, right coupling beam are H profile steel beam,
It is made of web and the edge of a wing with web perpendicular to and at web both ends；
3）The composite coupling beams of half length, across the floor PEC shearings of composition monolithic are welded in the side of across the floor PEC shear walls of monolithic
Wall member；
4）It repeats prefabricated across the floor PEC for completing another half-connection or more floor and shears wall member；
5）Bolt hole is symmetrically opened up on the composite coupling beams web that across the floor PEC of two panels shears wall member；
6）At the intermediate position of upper and lower floor, is welded on the border area lattice and composite coupling beams of across floor PEC shear walls and stretch out wall
The stiffener one of body；
7）Across the floor PEC shearings wall member of two panels is attached, and both sides composite coupling beams web is by connecting plate and is bolted, the wing
Edge is by being welded to connect.
The application be further disposed in：
The steel skeleton of across the floor PEC shear walls is formed by connecting with multiple one words of T shaped steels, and the steel skeleton includes
Steel skeleton is divided into the border area of intermediate middle area's lattice and both sides by wing plate by web one and multiple vertically wing plates with web one
Lattice.
Across the floor PEC shear walls include upper floor PEC shear walls and lower floor PEC shear walls, composite coupling beams weldering
It is connected to across floor PEC shear walls side, and between the window bottom and the window top of lower floor of upper floor.
Further, the connecting plate is divided into upper junction plate and lower connecting plate, and upper junction plate and lower connecting plate connect respectively
Connect floor PEC shear walls and lower floor PEC shear walls.The size of the upper junction plate and lower connecting plate and the spiral shell being arranged thereon
Bolt quantity is adjustable.
Preferably, in across floor PEC shear walls stiffener is welded on the border area lattice of the upper and lower connecting node of composite coupling beams
Two；The thickness of the stiffener two is composite coupling beams web thickness tf+2.
Preferably, the stiffener one stretches out wall body 50mm, for shelving floor support plate.
Complete above-mentioned steps 1）~7）Afterwards, when constructing at the scene, after being post-processed to the connecting node region of coupled wall
Interior concrete perfusion.
Advantage and effect possessed by the application are compared with prior art：
1, across the floor PEC shear walls and composite coupling beams of the application is prefabricated in the factory completion, greatly reduces site operation working hour.
2, the application PEC shear walls-steel coupling beam coupled wall connecting node, the shear wall be upper and lower floor splicing across
Floor PEC shear walls, the composite coupling beams half and weld to form across floor PEC shear walls structure in across floor PEC shear walls
Part, composite coupling beams are set between the window bottom of floor and the window top of lower floor, and simple in structure, production method is easy to operate,
Across floor arrangement coupling beam is realized, realizes the reliable power transmission of connection that floor passes through steel coupling beam up and down.
3, the application is at the intermediate position of upper and lower floor, on the border area lattice and composite coupling beams of across floor PEC shear walls
The stiffener one of wall body 50mm is stretched out in welding, solves the problems, such as that floor support plate is shelved.
The application is described in further detail with reference to the accompanying drawings and detailed description.
Description of the drawings：
Fig. 1 is the structural schematic diagram of across floor part compound shear wall-steel coupling beam coupled wall connecting node of the application；
Fig. 2 is the structural schematic diagram before across floor part compound shear wall-steel coupling beam coupled wall connection of the application；
Fig. 3 is the structural schematic diagram that the composite coupling beams of the application connect；
Fig. 4 is the stereogram of Fig. 1
Specific implementation mode：
As Figure 1-Figure 4, the making of a kind of across floor PEC shear walls of the application-steel coupling beam coupled wall connecting node construction
Method includes the following steps：
1）Across the floor PEC shear walls of the assembled monolithic for completing connection floor up and down that is prefabricated in the factory 1；With multiple one words of T shaped steels
The steel skeleton 11 of PEC shear walls 1 is connected into, the steel skeleton 11 includes web one and multiple vertically wing plates with web one
14, steel skeleton 11 is divided into the border area lattice 16 of intermediate middle area's lattice 15 and both sides by wing plate 14；Filling is mixed in steel skeleton 11
Solidifying local soil type is at across floor PEC shear walls 1.
Across the floor PEC shear walls 1 include upper floor PEC shear walls 12 and lower floor PEC shear walls 13, the two
Steel skeleton 11 can be integrally formed also sliceable form.
2）The composite coupling beams 2 of prefabricated half length；Both it was cut respectively with across the floor PEC positioned at 2 left side of composite coupling beams, right side
Left coupling beam 21 that power wall 1 connects, right coupling beam 22, the composite coupling beams are H profile steel beam, by web 23 and vertical with web 23
And it is formed positioned at the edge of a wing 24 at 23 both ends of web.
3）The composite coupling beams 2 of half length are welded in the side of across the floor PEC shear walls of monolithic 1, composition monolithic is across floor
PEC shears wall member；The composite coupling beams 2 of half length are welded in across floor 1 side of PEC shear walls, and positioned at the window of upper floor
Between bottom and the window top of lower floor.
4）It repeats prefabricated across the floor PEC for completing another half-connection or more floor and shears wall member.
5）Bolt hole 25 is symmetrically opened up on 2 web 23 of composite coupling beams that across the floor PEC of two panels shears wall member.
6）At the intermediate position of upper and lower floor, the border area lattice of across floor PEC shear walls 1 are welded on composite coupling beams 2
The stiffener 1 for stretching out wall body 50mm, for shelving floor support plate.
7）In across floor PEC shear walls 1 stiffener is welded on the border area lattice 15 of 2 upper and lower connecting node of composite coupling beams
25, the thickness of the stiffener 25 is 2 web thickness tf+2 of composite coupling beams.
8）Across the floor PEC shearings wall member of two panels is attached, and both sides composite coupling beams web 23 passes through connecting plate 3 and bolt
26 connections, the edge of a wing 24 is by being welded to connect.
After completing above-mentioned 1~8, when constructing at the scene, interior perfusion after being post-processed to the connecting node region of coupled wall
Concrete.
It certainly, can also be by step for the ease of the transport to component（8）It is also placed in construction site progress, it is then right again
Coupled wall node region is poured.
For the ease of practical operation, the connecting plate 3 divides for upper junction plate 31 and lower connecting plate 32,31 He of upper junction plate
Lower connecting plate 32 is separately connected floor PEC shear walls 12 and lower floor PEC shear walls 13, upper junction plate 31 and lower connecting plate 32
Size and 26 quantity of bolt that is arranged thereon determined according to practical calculate.
The processing of across floor part compound shear wall-steel coupling beam coupled wall is completed using aforesaid way, across floor PEC is cut
Power wall 1 and composite coupling beams 2 are prefabricated in the factory completion, greatly reduce site operation working hour.
The technical solution of the application is applied to PEC shear walls-steel coupling beam coupled wall connection, the shear wall is upper and lower
Across the floor PEC shear walls 1 of floor splicing, the composite coupling beams 2 are welded in across floor 1 side of PEC shear walls, and positioned at upper
Between the window bottom of floor and the window top of lower floor, at the intermediate position of upper and lower floor, the border area lattice of across floor PEC shear walls 1
With the stiffener 1 for welding stretching wall body 50mm on composite coupling beams 2.Across floor PEC shear walls-steel can be disposably completed to connect
The making of beam coupled wall also forms integrally formed floor and shelves component.The simple structure of this programme, connection quickly, securely, pass
Power is stablized, and makes simply, not only realizes across floor arrangement coupling beam, and solve the problems, such as that floor support plate is shelved, and realizes that floor is logical up and down
Cross the reliable power transmission of connection of steel coupling beam.
The above content is the preferred embodiments of combination the invention to further detailed made by provided technical solution
Describe in detail bright, and it cannot be said that the invention specific implementation is confined to these above-mentioned explanations, for the affiliated technology of the invention
For the those of ordinary skill in field, without departing from the concept of the premise of the invention, several simple deductions can also be made
Or replace, it all shall be regarded as belonging to the protection domain of the invention.
Claims (9)
1. a kind of production method of across floor PEC shear walls-steel coupling beam coupled wall connecting node construction, which is characterized in that including
Following steps：
1）Be prefabricated in the factory assembled across the floor PEC shear walls of monolithic for completing connection or more floor, across the floor PEC shearings
Wall by steel skeleton and the coagulation local soil type being filled in steel skeleton at；
2）The composite coupling beams of prefabricated half length, i.e., left coupling beam, right coupling beam, the left coupling beam, right coupling beam are H profile steel beam,
It is made of web and the edge of a wing with web perpendicular to and at web both ends；
3）The composite coupling beams of half length, across the floor PEC shearings of composition monolithic are welded in the side of across the floor PEC shear walls of monolithic
Wall member；
4）It repeats prefabricated across the floor PEC for completing another half-connection or more floor and shears wall member；
5）Bolt hole is symmetrically opened up on the composite coupling beams web that across the floor PEC of two panels shears wall member；
6）At the intermediate position of upper and lower floor, is welded on the border area lattice and composite coupling beams of across floor PEC shear walls and stretch out wall
The stiffener one of body；
7）Across the floor PEC shearings wall member of two panels is attached, and both sides composite coupling beams web is by connecting plate and is bolted, the wing
Edge is by being welded to connect.
2. the production method of across floor PEC shear walls according to claim 1-steel coupling beam coupled wall connecting node construction,
It is characterized in that：The steel skeleton of across the floor PEC shear walls is formed by connecting with multiple one words of T shaped steels, the steel
Skeleton includes web one and multiple vertically wing plates with web one, and steel skeleton is divided into intermediate middle area's lattice and both sides by wing plate
Border area lattice.
3. the production method of across floor PEC shear walls according to claim 1-steel coupling beam coupled wall connecting node construction,
It is characterized in that：Across the floor PEC shear walls include upper floor PEC shear walls and lower floor PEC shear walls, composite coupling beams
It is welded in across floor PEC shear walls side, and between the window bottom and the window top of lower floor of upper floor.
4. the production method of across floor PEC shear walls according to claim 1-steel coupling beam coupled wall connecting node construction,
It is characterized in that：The connecting plate is divided into upper junction plate and lower connecting plate, and upper junction plate and lower connecting plate are separately connected upstairs
Layer PEC shear walls and lower floor PEC shear walls.
5. the production method of across floor PEC shear walls according to claim 4-steel coupling beam coupled wall connecting node construction,
It is characterized in that：The size of the upper junction plate and lower connecting plate and the bolt quantity being arranged thereon are adjustable.
6. the production method of across floor PEC shear walls according to claim 1-steel coupling beam coupled wall connecting node construction,
It is characterized in that：Stiffener two is welded on the border area lattice of the upper and lower connecting node of composite coupling beams in across floor PEC shear walls.
7. the production method of across floor PEC shear walls according to claim 6-steel coupling beam coupled wall connecting node construction,
It is characterized in that：The thickness of the stiffener two is composite coupling beams web thickness tf+2.
8. the production method of across floor PEC shear walls according to claim 1-steel coupling beam coupled wall connecting node construction,
It is characterized in that：The stiffener one stretches out wall body 50mm, for shelving floor support plate.
9. the production method of across floor PEC shear walls according to claim 1-steel coupling beam coupled wall connecting node construction,
It is characterized in that：Complete above-mentioned steps 1）~7）Afterwards, when constructing at the scene, the connecting node region of coupled wall is post-processed
Interior concrete perfusion afterwards.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810617075.2A CN108775098B (en) | 2018-06-15 | 2018-06-15 | Manufacturing method of cross-floor PEC shear wall-steel connecting beam connecting limb wall connecting node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810617075.2A CN108775098B (en) | 2018-06-15 | 2018-06-15 | Manufacturing method of cross-floor PEC shear wall-steel connecting beam connecting limb wall connecting node |
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| Publication Number | Publication Date |
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| CN108775098A true CN108775098A (en) | 2018-11-09 |
| CN108775098B CN108775098B (en) | 2023-12-05 |
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| CN201810617075.2A Active CN108775098B (en) | 2018-06-15 | 2018-06-15 | Manufacturing method of cross-floor PEC shear wall-steel connecting beam connecting limb wall connecting node |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109797872A (en) * | 2019-02-02 | 2019-05-24 | 天津大学 | A kind of the double steel plate compound shear wall and composite floor connecting node of H profile steel connection |
| CN110273544A (en) * | 2019-05-22 | 2019-09-24 | 浙江精工钢结构集团有限公司 | The production method that part cladding steel reinforced concrete shear walls vertically splice tempering node |
| CN113431411A (en) * | 2021-05-31 | 2021-09-24 | 北京建筑大学 | Energy-consuming dry-type connection concrete shear wall system and construction method |
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| JPH11514061A (en) * | 1996-07-19 | 1999-11-30 | ケサダ ジョージ デ | High-rise building system using light gauge steel wall panels |
| CN103437457A (en) * | 2013-08-16 | 2013-12-11 | 长安大学 | Replaceable steel coupling beam and double-steel-plate high-strength concrete combined coupled shear wall |
| CN205077617U (en) * | 2015-07-24 | 2016-03-09 | 陕西昊兴房屋工程有限公司 | Novel shaped steel concrete shear force wallboard prefabricated buildings system |
| CN106639045A (en) * | 2016-12-29 | 2017-05-10 | 中通钢构股份有限公司 | Prefabricated assembly type steel plate-concrete composite shear wall structure system and construction method thereof |
| CN206957037U (en) * | 2017-05-04 | 2018-02-02 | 浙江绿筑集成科技有限公司 | A kind of pre-manufactured steel flat sheet combination shear wall |
-
2018
- 2018-06-15 CN CN201810617075.2A patent/CN108775098B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH11514061A (en) * | 1996-07-19 | 1999-11-30 | ケサダ ジョージ デ | High-rise building system using light gauge steel wall panels |
| CN103437457A (en) * | 2013-08-16 | 2013-12-11 | 长安大学 | Replaceable steel coupling beam and double-steel-plate high-strength concrete combined coupled shear wall |
| CN205077617U (en) * | 2015-07-24 | 2016-03-09 | 陕西昊兴房屋工程有限公司 | Novel shaped steel concrete shear force wallboard prefabricated buildings system |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109797872A (en) * | 2019-02-02 | 2019-05-24 | 天津大学 | A kind of the double steel plate compound shear wall and composite floor connecting node of H profile steel connection |
| CN109797872B (en) * | 2019-02-02 | 2024-04-30 | 天津大学 | Double-steel-plate composite shear wall and composite floor slab connecting node connected by H-shaped steel |
| CN110273544A (en) * | 2019-05-22 | 2019-09-24 | 浙江精工钢结构集团有限公司 | The production method that part cladding steel reinforced concrete shear walls vertically splice tempering node |
| CN113431411A (en) * | 2021-05-31 | 2021-09-24 | 北京建筑大学 | Energy-consuming dry-type connection concrete shear wall system and construction method |
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| Publication number | Publication date |
|---|---|
| CN108775098B (en) | 2023-12-05 |
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