CN109252617A - A kind of assembled load-bearing wall panel and its vertical connection method - Google Patents
A kind of assembled load-bearing wall panel and its vertical connection method Download PDFInfo
- Publication number
- CN109252617A CN109252617A CN201710572494.4A CN201710572494A CN109252617A CN 109252617 A CN109252617 A CN 109252617A CN 201710572494 A CN201710572494 A CN 201710572494A CN 109252617 A CN109252617 A CN 109252617A
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- China
- Prior art keywords
- board body
- casing
- wall board
- steel
- wall panel
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- 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
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
-
- 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
- E04B2/72—Non-load-bearing walls of elements of relatively thin form with respect to the thickness of the wall
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
Abstract
The invention discloses a kind of assembled load-bearing wall panel and its vertical connection methods, the assembled load-bearing wall panel includes steel structure framework, the inside of steel structure framework is disposed with the first cement sand bed from outside to inside, first anti-cracking net and the first crack resist at mortar layer, cold drawn wire is disposed with to outer in having on the outside of steel structure framework, second cement sand bed, thermal insulation separation sound-absorbing layer is provided between second anti-cracking net and the adjacent wall board body of the second crack resist at mortar layer, casing is respectively arranged at the outer ledge of wall board body above in adjacent wall board body, steel column is respectively arranged at the outer ledge of following wall board body, steel column is respectively protruding into casing and is welded and connected with casing, the plug welding point that casing is connected with steel column is respectively arranged at the surrounding edge of casing.Its is structurally reasonable, easy to operate, and construction efficiency is high, and construction effect is good, and bonding strength is big.
Description
Technical field
The present invention relates to technical field of buildings, and in particular to a kind of assembled load-bearing wall panel and its vertical connection method.
Background technique
Currently, with the continuous development of Building technology, wherein assembled-type house due to it is energy saving, avoid environment dirty
It contaminates, be advantageously implemented the advantages such as building industrialization process, have been more and more widely used.
In the work progress of existing assembled-type house, the connection structure that all there is assembled load-bearing wall panel is complicated, construction
The problems such as low efficiency, construction effect difference and small bonding strength.
Summary of the invention
The purpose of the present invention is to provide a kind of assembled load-bearing wall panel and its vertical connection methods, to solve the prior art
In the presence of connection structure it is complicated, the problems such as construction efficiency is low, construction effect difference and small bonding strength.
To achieve the above object, one aspect of the present invention provides a kind of assembled load-bearing wall panel, including steel structure framework, steel knot
The inside of structure skeleton is disposed with the first cement sand bed, the first anti-cracking net and the first crack resist at mortar layer, steel knot from outside to inside
Cold drawn wire, the second cement sand bed, the second anti-cracking net and the second anticracking sand are disposed with to outer in having on the outside of structure skeleton
Pulp layer；Steel structure framework, the first cement sand bed, the first anti-cracking net and the first crack resist at mortar layer, cold drawn wire, the second cement bonded sand
Pulp layer, the second anti-cracking net and the second crack resist at mortar layer constitute wall board body；The quantity of wall board body is at least two, and is from top to bottom existed
Be arranged successively in approximately the same plane, be provided with thermal insulation separation sound-absorbing layer between adjacent wall board body, in adjacent wall board body above wall
It is respectively arranged with casing at the outer ledge of plate body, steel column, Huo Zhexiang are respectively arranged at the outer ledge of wall board body below
It is respectively arranged with casing at the outer ledge of wall board body below in adjacent wall board body, the outer ledge punishment of wall board body above
It is not provided with steel column, steel column is respectively protruding into casing and is welded and connected with casing, is respectively set at the surrounding edge of casing
There is the plug welding point that casing is connected with steel column, the quantity of plug welding point is at least two, and is uniformly and symmetrically distributed.
Optionally, casing is rectangular tube.
Optionally, steel column is square column.
Optionally, gap≤5mm between casing and steel column.
Optionally, plug welding point is circle.
Optionally, steel structure framework includes the horizontal girder steel and oblique girder steel being successively arranged alternately.
Optionally, horizontal " V " character form structure is formed between adjacent oblique girder steel.
Optionally, horizontal girder steel is set as cylindrical beam body, and oblique girder steel is set as cylindrical beam body.
Optionally, wall thermal insulating mute layer is filled in steel structure framework.
Another aspect of the present invention provides a kind of vertical connection method of assembled load-bearing wall panel, comprising the following steps:
The the first crack resist at mortar layer, the first anti-cracking net, the first cement sand bed, the steel structure framework that set gradually from left to right is cold
It pulls out steel wire, the second cement sand bed, the second anti-cracking net and the second crack resist at mortar layer and is combined into wall board body；
Wall board body is from top to bottom sequentially arranged in the same perpendicular；
Thermal insulation separation sound-absorbing layer will be set between adjacent wall board body；
Casing will be respectively set at the outer ledge of wall board body above in adjacent wall board body, by the outside of following wall board body
Edge is respectively arranged with steel column, or set will be respectively set at the outer ledge of wall board body following in adjacent wall board body
Pipe, will be respectively set steel column at the outer ledge of wall board body above, steel column is respectively protruding into casing and is mutually welded with casing
It connects in succession；
The plug welding point of connecting sleeve and steel column will be respectively set at the surrounding edge of casing, sets uniform for the quantity of plug welding point
Symmetrical at least two.
The method of the present invention has the advantages that
Assembled load-bearing wall panel of the invention and its vertical connection method, the connection structure being able to solve in the presence of the prior art
The problems such as complexity, construction efficiency is low, construction effect difference and small bonding strength, wall board body can be used as bearing heat-preserving composite slab
In the load bearing wall or partition wall of lateral resisting, vertical connection structure can be suitable for the vertical connection of wall board body, and plug welding point can
Reinfored wallboard body and integrally-built overall performance, the force structure of steel structure framework is more scientific and reasonable, under phase homogenous quantities
The load-bearing of steel structure framework is bigger, and retaining wall plate can be more in line with assembled architecture with overall structure integrated construction
Demand for development, structurally reasonable, easy to operate between ash wall body plate, convenient and fast connection, construction efficiency is high, and construction effect is good,
Bonding strength is big.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of assembled load-bearing wall panel of the invention.
Fig. 2 is the sectional view of assembled load-bearing wall panel of the invention.
Fig. 3 is the connection structure elevation of assembled load-bearing wall panel of the invention.
Fig. 4 is partial enlarged view at the I of the connection structure of assembled load-bearing wall panel of the invention.
In figure, 1 is steel structure framework, and 101 be horizontal girder steel, and 102 be oblique girder steel, and 2 be the first cement sand bed, and 3 be first
Anti-cracking net, 4 be the first crack resist at mortar layer, and 5 be cold drawn wire, and 6 be the second cement sand bed, and 7 be the second anti-cracking net, and 8 be second
Crack resist at mortar layer, 9 be thermal insulation separation sound-absorbing layer, and 10 be casing, and 11 be steel column, and 12 be plug welding point, and 13 be wall thermal insulating mute layer.
Specific embodiment
The following examples are used to illustrate the present invention, but are not intended to limit the scope of the present invention..
Embodiment
A kind of assembled load-bearing wall panel, as shown in Figures 1 to 4, including steel structure framework 1, the inside of steel structure framework 1 by
It is outer to be disposed with the first cement sand bed 2, the first anti-cracking net 3 and the first crack resist at mortar layer 4 to interior, steel structure framework 1 it is outer
Side have in being disposed with cold drawn wire 5, the second cement sand bed 6, the second anti-cracking net 7 and the second crack resist at mortar layer 8 outside；Steel
Structural framework 1, the first cement sand bed 2, the first anti-cracking net 3 and the first crack resist at mortar layer 4, cold drawn wire 5, the second cement mortar
The 6, second anti-cracking net 7 of layer and the second crack resist at mortar layer 8 constitute wall board body；The quantity of wall board body is at least two, and from top to bottom
Be arranged successively in the same plane, be provided with thermal insulation separation sound-absorbing layer 9 between adjacent wall board body, in adjacent wall board body above
It is respectively arranged with casing 10 at the outer ledge of wall board body, steel column 11 is respectively arranged at the outer ledge of wall board body below,
Or in adjacent wall board body below wall board body outer ledge at be respectively arranged with casing 10, the outside of wall board body above
Edge is respectively arranged with steel column 11, and steel column 11 is respectively protruding into casing 10 and is welded and connected with casing 10, casing 10
The plug welding point 12 that casing 10 is connected with steel column 11 is respectively arranged at surrounding edge, the quantity of plug welding point 12 is at least two
It is a, and be uniformly and symmetrically distributed.
The vertical connection method of the assembled load-bearing wall panel of the present embodiment, comprising the following steps:
By the first crack resist at mortar layer 4 set gradually from left to right, the first anti-cracking net 3, the first cement sand bed 2, steel construction bone
1 cold drawn wire 5 of frame, the second cement sand bed 6, the second anti-cracking net 7 and the second crack resist at mortar layer 8 are combined into wall board body；
Wall board body is from top to bottom sequentially arranged in the same perpendicular；
Thermal insulation separation sound-absorbing layer will be set between adjacent wall board body；
Will in adjacent wall board body above wall board body outer ledge at casing 10 is respectively set, will following wall board body it is outer
It is respectively arranged with steel column 11 at side edge, or will be respectively set at the outer ledge of wall board body following in adjacent wall board body
Casing 10 will be respectively set steel column 11 at the outer ledge of wall board body above, steel column 11 be respectively protruding into casing 10 simultaneously
It is welded and connected with casing 10；
The plug welding point 12 of connecting sleeve 10 and steel column 11 will be respectively set at the surrounding edge of casing 10, by the quantity of plug welding point 12
It is set as at least two be uniformly and symmetrically distributed.
Assembled load-bearing wall panel of the invention can further include with flowering structure, and casing 10 is rectangular tube.Steel column 11
For square column.Gap≤5mm between casing 10 and steel column 11.Plug welding point 12 is circle.Steel structure framework 1 includes successively replacing
The horizontal girder steel 101 and oblique girder steel 102 being arranged.Horizontal " V " character form structure is formed between adjacent oblique girder steel 102.Horizontal girder steel 101
It is set as cylindrical beam body.Oblique girder steel 102 is set as cylindrical beam body.Each horizontal girder steel 101 oblique girder steel 102 adjacent thereto
It is connected in one end thereof.Adjacent horizontal girder steel 11 is parallel to each other.Adjacent oblique girder steel 12 and horizontal girder steel between the two
Angle between 11 is equal.First cement sand bed 2, the first anti-cracking net 3, the first crack resist at mortar layer 4, cold drawn wire 5, the second water
It is parallel to each other respectively between silt particle pulp layer 6, the second anti-cracking net 7 and the second crack resist at mortar layer 8.Steel structure framework 1, thermal insulation separation sound-absorbing layer
13, the first cement sand bed 2, the first anti-cracking net 3, the first crack resist at mortar layer 4, cold drawn wire 5, the second cement sand bed 6, second
Anti-cracking net 7 and the combination of the second crack resist at mortar layer 8 constitute thermal insulating composite panel.Thermal insulating composite panel is rectangular panel body.Horizontal girder steel 11 is distinguished
It is perpendicular with the plate face of thermal insulating composite panel.Wall thermal insulating mute layer 13 is filled in steel structure framework 1.
It should be noted that assembled load-bearing wall panel of the invention and its vertical connection method, mainly to above structure into
Improvement is gone, other unmentioned function, component and structures when needed can be corresponding using can be realized in the prior art
The component and structure of function are implemented.
Although above having used general explanation and specific embodiment, the present invention is described in detail, at this
On the basis of invention, it can be made some modifications or improvements, this will be apparent to those skilled in the art.Therefore,
These modifications or improvements without departing from theon the basis of the spirit of the present invention are fallen within the scope of the claimed invention.
Claims (10)
1. a kind of assembled load-bearing wall panel, including steel structure framework (1), which is characterized in that the inside of steel structure framework (1) is by outer
The first cement sand bed (2), the first anti-cracking net (3) and the first crack resist at mortar layer (4), steel structure framework are disposed with to interior
(1) cold drawn wire (5), the second cement sand bed (6), the second anti-cracking net (7) and second are disposed with to outer in having on the outside of
Crack resist at mortar layer (8)；Steel structure framework (1), the first cement sand bed (2), the first anti-cracking net (3) and the first crack resist at mortar layer
(4), cold drawn wire (5), the second cement sand bed (6), the second anti-cracking net (7) and the second crack resist at mortar layer (8) constitute wall board body；
The quantity of wall board body is at least two, and is from top to bottom arranged successively in the same plane, is arranged between adjacent wall board body
Have thermal insulation separation sound-absorbing layer (9), is respectively arranged with casing (10) at the outer ledge of wall board body above in adjacent wall board body, below
Wall board body outer ledge at be respectively arranged in steel column (11) or adjacent wall board body below wall board body outer side edges
It is respectively arranged with casing (10), is respectively arranged at the outer ledge of wall board body above steel column (11) at edge, steel column (11) point
It does not extend into casing (10) and is welded and connected with casing (10), be respectively arranged at the surrounding edge of casing (10) by casing
(10) the plug welding point (12) being connected with steel column (11), the quantity of plug welding point (12) is at least two, and is uniformly and symmetrically distributed.
2. assembled load-bearing wall panel as described in claim 1, which is characterized in that casing (10) is rectangular tube.
3. assembled load-bearing wall panel as claimed in claim 2, which is characterized in that steel column (11) is square column.
4. assembled load-bearing wall panel as claimed in claim 3, which is characterized in that the gap between casing (10) and steel column (11)
≤5mm。
5. assembled load-bearing wall panel as described in claim 1, which is characterized in that plug welding point (12) is circle.
6. assembled load-bearing wall panel according to any one of claims 1 to 5, which is characterized in that steel structure framework (1) includes
The horizontal girder steel (101) and oblique girder steel (102) being successively arranged alternately.
7. assembled load-bearing wall panel as claimed in claim 6, which is characterized in that formed between adjacent oblique girder steel (102) horizontal
" V " character form structure set.
8. assembled load-bearing wall panel as claimed in claim 7, which is characterized in that horizontal girder steel (101) is set as cylindrical beam body,
Oblique girder steel (102) is set as cylindrical beam body.
9. assembled load-bearing wall panel as claimed in claim 8, which is characterized in that protected in steel structure framework (1) filled with wall
Warm mute layer (13).
10. a kind of vertical connection method of assembled load-bearing wall panel, which comprises the following steps:
The first crack resist at mortar layer (4), the first anti-cracking net (3), the first cement sand bed (2), steel that will be set gradually from left to right
Structural framework (1) cold drawn wire (5), the second cement sand bed (6), the second anti-cracking net (7) and the combination of the second crack resist at mortar layer (8)
At wall board body；
Wall board body is from top to bottom sequentially arranged in the same perpendicular；
Thermal insulation separation sound-absorbing layer will be set between adjacent wall board body；
Casing (10) will be respectively set at the outer ledge of wall board body above in adjacent wall board body, by following wall board body
It is respectively arranged with steel column (11), or will be distinguished at outer ledge at the outer ledge of wall board body following in adjacent wall board body
It is arranged casing (10), steel column (11) will be respectively set at the outer ledge of wall board body above, steel column (11) is respectively protruding into
It is welded and connected in casing (10) and with casing (10)；
The plug welding point (12) of connecting sleeve (10) and steel column (11) will be respectively set at the surrounding edge of casing (10), by plug welding point
(12) quantity is set as at least two be uniformly and symmetrically distributed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710572494.4A CN109252617A (en) | 2017-07-14 | 2017-07-14 | A kind of assembled load-bearing wall panel and its vertical connection method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710572494.4A CN109252617A (en) | 2017-07-14 | 2017-07-14 | A kind of assembled load-bearing wall panel and its vertical connection method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109252617A true CN109252617A (en) | 2019-01-22 |
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ID=65050987
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710572494.4A Pending CN109252617A (en) | 2017-07-14 | 2017-07-14 | A kind of assembled load-bearing wall panel and its vertical connection method |
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Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101974956A (en) * | 2010-09-30 | 2011-02-16 | 筑巢（北京）科技有限公司 | Built-in latticed steel frame exterior protected structural slab as well as building and production and construction method thereof |
| CN203905283U (en) * | 2014-05-28 | 2014-10-29 | 王睿敏 | Prefabricated shearing wallboard and shear wall |
| CN105649264A (en) * | 2016-03-17 | 2016-06-08 | 张家口建工集团广建新型建筑节能材料有限公司 | Reinforcing bar grid frame light composite wallboard and construction method thereof |
| CN105804240A (en) * | 2016-05-10 | 2016-07-27 | 北京大工简筑科技有限公司 | Light steel assembly type composite wall board, light steel framework, manufacturing method and installing method thereof |
| CN106013519A (en) * | 2015-12-25 | 2016-10-12 | 山东农业大学 | Straw concrete wall system in fabricated mixed structure and manufacturing method thereof |
-
2017
- 2017-07-14 CN CN201710572494.4A patent/CN109252617A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101974956A (en) * | 2010-09-30 | 2011-02-16 | 筑巢（北京）科技有限公司 | Built-in latticed steel frame exterior protected structural slab as well as building and production and construction method thereof |
| CN203905283U (en) * | 2014-05-28 | 2014-10-29 | 王睿敏 | Prefabricated shearing wallboard and shear wall |
| CN106013519A (en) * | 2015-12-25 | 2016-10-12 | 山东农业大学 | Straw concrete wall system in fabricated mixed structure and manufacturing method thereof |
| CN105649264A (en) * | 2016-03-17 | 2016-06-08 | 张家口建工集团广建新型建筑节能材料有限公司 | Reinforcing bar grid frame light composite wallboard and construction method thereof |
| CN105804240A (en) * | 2016-05-10 | 2016-07-27 | 北京大工简筑科技有限公司 | Light steel assembly type composite wall board, light steel framework, manufacturing method and installing method thereof |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190122 |
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| RJ01 | Rejection of invention patent application after publication |