CN109138225A - A kind of assembled arthitecutral structure inlays intersection board connecting structure - Google Patents
A kind of assembled arthitecutral structure inlays intersection board connecting structure Download PDFInfo
- Publication number
- CN109138225A CN109138225A CN201811216111.0A CN201811216111A CN109138225A CN 109138225 A CN109138225 A CN 109138225A CN 201811216111 A CN201811216111 A CN 201811216111A CN 109138225 A CN109138225 A CN 109138225A
- Authority
- CN
- China
- Prior art keywords
- wall body
- board connecting
- ash wall
- plates
- tube bodies
- 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.)
- Granted
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 35
- 239000010959 steel Substances 0.000 claims abstract description 35
- 230000002787 reinforcement Effects 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 3
- 210000003205 Muscles Anatomy 0.000 claims 1
- 239000004927 clay Substances 0.000 claims 1
- 229910052570 clay Inorganic materials 0.000 claims 1
- 238000009435 building construction Methods 0.000 abstract 1
- 230000019771 cognition Effects 0.000 abstract 1
- 230000032258 transport Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000002788 crimping Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002002 slurry Substances 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
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge modular coordination
-
- 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
- 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
Abstract
A kind of assembled arthitecutral structure inlays intersection board connecting structure, the present invention relates to intersect board connecting structure, the present invention influences the overall performance of structure itself to solve embedded wall cognition in the prior art, external hanging type connection can damage building, especially in severe cold area, since thickness of wall body increases, it will lead to wall quality increase and in turn result in load increase, the problem of influencing switching performance, it includes cylindricality concrete structure, two ash wall body plates, multiple dowels, multiple junction steel plates and multiple tube bodies, one side of each ash wall body plate is fixedly installed with multiple junction steel plates, one side of another ash wall body plate is fixedly installed with multiple junction steel plates, intersect and be concordantly arranged in the side for being equipped with tube body in two ash wall body plates, and multiple tube bodies in two ash wall body plates are linearly staggered, in multiple tube bodies being linearly arranged It is even to be equipped with multiple dowels, and concrete structure is filled in multiple tube bodies being linearly arranged, the present invention is used for the realm of building construction.
Description
Technical field
The present invention relates to intersect board connecting structure, and in particular to a kind of assembled arthitecutral structure inlays cross board connection knot
Structure belongs to construction.
Background technique
Assembled arthitecutral structure, compared to traditional cast-in-place concrete structure, the component of assembled arthitecutral structure is in prefabricated work
Factory builds, and is then spliced at the scene, shortens the completion time of project, saved construction material, is conducive to the development of green building.
The component of assembled arthitecutral structure transports scene to lifting component and splicing after factory completes, through means of transport,
And the connection type of component is divided into wet connection and involvement connects, dry connection method mainly include mechanical sleeves connection, prestressing force crimping,
Bracket connection is welded to connect and is bolted, and wet connection include slurry anchor connection, filling splicing, it is common after pour monoblock type
Connection, generic connectivity etc..The globality of wet connection is preferable, can be equal with cast-in-place node anti-seismic performance.The node of wet connection connects
Predominantly beam column frame node connection is connect to connect with wallboard.Wallboard connection is divided into embedded connection and connects with external hanging type, embedded
Wall due to simple structure, it is currently very universal, but embedded wall knows from experience the overall performance for influencing structure itself, and plug-in
Formula connection, wall is not in the stress system of monolithic architecture object, but the quality of wall itself can be attached on connecting elements, can be right
Building damages, and especially will lead to wall quality increase since thickness of wall body increases in severe cold area and in turn results in load
Increase, influences switching performance.
Summary of the invention
In order to solve the overall performance that embedded wall in the prior art knows from experience influence structure itself, external hanging type connects the present invention
Building can be damaged, especially will lead to wall quality increase since thickness of wall body increases in severe cold area and in turn result in
Load increases, the problem of influencing switching performance, and then provides a kind of assembled arthitecutral structure and inlay intersection board connecting structure.
The present invention in order to solve the above problem and the technical solution adopted is that:
It includes cylindricality concrete structure, two ash wall body plates, multiple dowels, multiple junction steel plates and multiple tube bodies, often
One side of a ash wall body plate is fixedly installed with multiple junction steel plates, and a side of another ash wall body plate is fixedly installed with multiple
Junction steel plate, the side that tube body is equipped in two ash wall body plates is intersected and is concordantly arranged, and multiple tube bodies in two ash wall body plates
Linearly be staggered, be uniformly provided with multiple dowels in multiple tube bodies being linearly arranged, and concrete structure be filled in it is more
In a tube body being linearly arranged.
Beneficial effects of the present invention:
1, square steel pipe or the round welding with wall ensure that the complete connection of wall and pillar, ensure that two walls
The performance of connection.
2, alternating expression square steel pipe or circular closure, ensure that form complete cylinder.
3, square steel pipe or circular utilization have given full play to steel pipe and concrete performance.
4, steel duct longitudinal reinforcement ensure that the mutual connection of alternating expression steel pipe, and the connection of floor structure up and down.
5, using square steel pipe or round steel pipe, guarantee that the prefabricated work of wallboard is quick and structural intergrity.
6, square steel pipe or the closure connection of round steel pipe alternating expression, form the cylinder between two wallboards, steel pipe is to cylinder
Inner concrete plays the role of lateral confinement.
Detailed description of the invention
Fig. 1 is overall structure main view of the present invention, and figure middle tube body 3 is rectangle tube body；
Fig. 2 is overall structure main view of the present invention, and figure middle tube body 3 is round tube body；
Fig. 3 is two steel mesh reinforcement structural schematic diagrams, and the welding of figure middle tube body 3, junction steel plate 2 and steel mesh reinforcement structure are welded
It connects and is installed together.
Specific embodiment
Specific embodiment 1: illustrating present embodiment, a kind of assembled architecture described in present embodiment in conjunction with Fig. 1-Fig. 3
Damascene intersects board connecting structure, it includes 5, two ash wall body plates 1, multiple dowels 4, multiple connections of cylindricality concrete structure
One side of steel plate 2 and multiple tube bodies 3, each ash wall body plate 1 is fixedly installed with multiple junction steel plates 2, another ash wall body plate 1
One side is fixedly installed with multiple junction steel plates 2, and the side that tube body 3 is equipped in two ash wall body plates 1 is intersected and is concordantly arranged,
And multiple tube bodies 3 in two ash wall body plates 1 are linearly staggered, and are uniformly provided in multiple tube bodies 3 being linearly arranged multiple
Dowel 4, and concrete structure 5 is filled in multiple tube bodies 3 being linearly arranged, tube body 3 is steel pipe.
It is 45 ° to 135 ° that two ash wall body plates 1, which intersect angulation, in present embodiment, and Fig. 1 and Fig. 2 are two ash wall body plates 1
Intersection angulation is 90 ° of schematic diagrames.
Specific embodiment 2: illustrating present embodiment, a kind of assembled architecture described in present embodiment in conjunction with Fig. 1-Fig. 2
Damascene intersects board connecting structure, and ash wall body plate 1 includes steel mesh reinforcement structure and concrete wall structure, and steel mesh reinforcement structure is set
It sets in concrete wall structure, other methods are same as the specific embodiment one.
Specific embodiment 3: illustrating present embodiment, a kind of assembled architecture described in present embodiment in conjunction with Fig. 1-Fig. 2
Damascene intersects board connecting structure, and one end of each junction steel plate 2 passes through concrete wall structure and steel mesh reinforcement structure is welded
Connect fixation.Other methods are identical with embodiment two.
Specific embodiment 4: illustrating present embodiment, a kind of assembled architecture described in present embodiment in conjunction with Fig. 1-Fig. 2
Damascene intersects board connecting structure, and the cross section of tube body 3 is rectangle or circle.Other methods and specific embodiment one
It is identical.
Specific embodiment 5: illustrating present embodiment, a kind of assembled architecture described in present embodiment in conjunction with Fig. 1-Fig. 2
Damascene intersects board connecting structure, the length direction phase that the length direction of each dowel 4 is linearly arranged with multiple tube bodies 3
Together.Other methods are the same as the specific implementation mode 3.
Specific embodiment 6: illustrating present embodiment, a kind of assembled architecture described in present embodiment in conjunction with Fig. 1-Fig. 2
Damascene intersects board connecting structure, and two neighboring 3 junction of tube body is welded and fixed in two ash wall body plates 1.Other methods and tool
Body embodiment one is identical.
Claims (6)
1. a kind of assembled arthitecutral structure inlays intersection board connecting structure, it is characterised in that: it includes cylindricality concrete structure
(5), two ash wall body plates (1), multiple dowels (4), multiple junction steel plates (2) and multiple tube bodies (3), each ash wall body plate (1)
One side is fixedly installed with multiple junction steel plates (2), and a side of another ash wall body plate (1) is fixedly installed with multiple connections
Steel plate (2), the side that tube body (3) is equipped on two ash wall body plates (1) are intersected and are concordantly arranged, and on two ash wall body plates (1)
Multiple tube bodies (3) are linearly staggered, and are uniformly provided with multiple dowels (4) in multiple tube bodies (3) being linearly arranged, and mixed
Xtah Crude Clay structure (5) is filled in multiple tube bodies (3) being linearly arranged.
2. a kind of assembled arthitecutral structure inlays intersection board connecting structure according to claim 1, it is characterised in that: ash wall body plate
It (1) include steel mesh reinforcement structure and concrete wall structure, steel mesh reinforcement structure setting is in concrete wall structure.
3. a kind of assembled arthitecutral structure inlays intersection board connecting structure according to claim 1, it is characterised in that: Mei Gelian
The one end for connecing steel plate (2) passes through concrete wall structure and fixes with steel mesh reinforcement structure welding.
4. a kind of assembled arthitecutral structure inlays intersection board connecting structure according to claim 1, it is characterised in that: tube body
(3) cross section is rectangle or circle.
5. a kind of assembled arthitecutral structure inlays intersection board connecting structure according to claim 1, it is characterised in that: Mei Gelian
The length direction for connecing muscle (4) is identical as the length direction that multiple tube bodies (3) are linearly arranged.
6. according to claim 1 or a kind of 4 assembled arthitecutral structures inlay intersection board connecting structure, it is characterised in that: two
Two neighboring tube body (3) junction is welded and fixed on a ash wall body plate (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811216111.0A CN109138225B (en) | 2018-10-18 | 2018-10-18 | A kind of assembled arthitecutral structure inlays intersection board connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811216111.0A CN109138225B (en) | 2018-10-18 | 2018-10-18 | A kind of assembled arthitecutral structure inlays intersection board connecting structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109138225A true CN109138225A (en) | 2019-01-04 |
| CN109138225B CN109138225B (en) | 2019-11-05 |
Family
ID=64808419
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811216111.0A Active CN109138225B (en) | 2018-10-18 | 2018-10-18 | A kind of assembled arthitecutral structure inlays intersection board connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109138225B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113202209A (en) * | 2021-05-07 | 2021-08-03 | 福州大学 | Assembled adjustable multi-cavity inclined steel plate shear wall for nuclear power station and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10152848A (en) * | 1996-11-21 | 1998-06-09 | Modern Mateiriaru:Kk | Retaining wall block |
| CN1266136A (en) * | 2000-03-24 | 2000-09-13 | 陈星� | Double-hole square section member for assembling type buildings and technology for assembling same |
| CN101575874A (en) * | 2009-03-31 | 2009-11-11 | 周剑 | Novel steel frame type light steel villa |
| CN101672088A (en) * | 2009-10-03 | 2010-03-17 | 姚景祥 | Zipper-type architectural wall plate |
| CN102808450A (en) * | 2012-08-28 | 2012-12-05 | 初明进 | Assembled monolithic shear wall building structure and construction method thereof |
-
2018
- 2018-10-18 CN CN201811216111.0A patent/CN109138225B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH10152848A (en) * | 1996-11-21 | 1998-06-09 | Modern Mateiriaru:Kk | Retaining wall block |
| CN1266136A (en) * | 2000-03-24 | 2000-09-13 | 陈星� | Double-hole square section member for assembling type buildings and technology for assembling same |
| CN101575874A (en) * | 2009-03-31 | 2009-11-11 | 周剑 | Novel steel frame type light steel villa |
| CN101672088A (en) * | 2009-10-03 | 2010-03-17 | 姚景祥 | Zipper-type architectural wall plate |
| CN102808450A (en) * | 2012-08-28 | 2012-12-05 | 初明进 | Assembled monolithic shear wall building structure and construction method thereof |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113202209A (en) * | 2021-05-07 | 2021-08-03 | 福州大学 | Assembled adjustable multi-cavity inclined steel plate shear wall for nuclear power station and construction method thereof |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109138225B (en) | 2019-11-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US10865557B2 (en) | Prestressed assembled concrete frame-joint connecting structure and constructing method thereof | |
| CN107542190B (en) | Composite structural wall and method of construction thereof | |
| CN109779114B (en) | Integral superimposed sheet combination beam | |
| CN104895231B (en) | Assembled composite floor slab and manufacturing method thereof | |
| CN106049707B (en) | Prefabricated wall, prefabricated building construction and method of construction | |
| CN104195950A (en) | Steel-concrete composite beam cable-stayed bridge glued joint connecting method | |
| CN108360712A (en) | A kind of assembled steel reinforced concrete shear force wall and its construction method | |
| CN109138225B (en) | A kind of assembled arthitecutral structure inlays intersection board connecting structure | |
| CN109680832A (en) | Precast shear wall unit, spigot-and-socket shear wall and building | |
| CN209194733U (en) | A kind of precast wall body and precast floor slab mutually spliced | |
| CN104294920A (en) | Joint assembly of U-shaped steel reinforced concrete combined beam and special-shaped concrete-filled steel tube column and manufacturing method of joint assembly | |
| CN104532953A (en) | 3D printing based assembly type special-shaped column framework structure and construction method thereof | |
| CN106284742A (en) | Half column frame antidetonation faced wall and manufacture method | |
| CN105089182B (en) | A kind of concrete partition system and its construction method for steel construction | |
| CN106638686B (en) | Pipe gallery with corrugated steel shear wall and its construction method | |
| CN105133726A (en) | Assembled monolithic concrete frame structure system and frame shear structure system formed by assembled monolithic concrete frame structure system | |
| CN108301545A (en) | A kind of big module overlapping contignation of the assembled with space truss temporary support | |
| CN204781443U (en) | Device for connecting precast shear wall concatenation about being used for | |
| CN204081090U (en) | The node component of a kind of U-shaped steel-concrete combination beam and special-shaped steel pipe concrete post | |
| CN111021553A (en) | Precast concrete post and girder steel connected node of baffle in area | |
| US7073300B1 (en) | Reinforced concrete part for producing foundations of buildings | |
| CN207092260U (en) | A kind of tenon riveting steel structure modularization house | |
| CN211690871U (en) | Interior cast reinforced prefabricated wallboard, concrete wall and structure system thereof | |
| CN213087168U (en) | Assembled T-shaped plate connecting node structure | |
| CN211257075U (en) | Assembled utility tunnel coincide wall structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |