CN108978935A - It is a kind of can bearing wall construction method - Google Patents
It is a kind of can bearing wall construction method Download PDFInfo
- Publication number
- CN108978935A CN108978935A CN201810879448.3A CN201810879448A CN108978935A CN 108978935 A CN108978935 A CN 108978935A CN 201810879448 A CN201810879448 A CN 201810879448A CN 108978935 A CN108978935 A CN 108978935A
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- China
- Prior art keywords
- wall
- brick
- skeleton
- pull rod
- bearing wall
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention discloses it is a kind of can bearing wall construction method, comprising the following steps: 1) fixed plate and angle steel are buried in the upper floor plate and lower floor plate corresponding to load bearing wall respectively；2) spaced brick wall body is constructed, the space of installing skeleton is reserved between adjacent brick wall body；3) skeleton is built, horizontal pulling plate is welded on skeleton；4) pull rod is installed；5) installation template, pouring molding.Construction method of the present invention is easy to operate, it is easy to accomplish, load bearing wall is reinforced by the way that pull rod is arranged, while globality is improved using rationally connection between pull rod and load bearing wall, upper floor plate and lower floor plate, enables pull rod and load bearing wall cooperative bearing.
Description
Technical field
The present invention relates to the realm of building construction, it is specifically a kind of can bearing wall construction method.
Background technique
Load bearing wall, which refers to, supports the wall of upper floor weight, is black wall on engineering drawing, destroying can destroy entirely
Building structure；Non-load bearing wall, which refers to, does not support the wall of upper floor weight, only serves a room and another room
The effect separated is hollow wall on engineering drawing, either with or without the influence big to building structure of this wall.Generally
It says, all walls in the house of brick mix structure are all load bearing walls；Wall inside the house of frame structure is not generally load bearing wall.
Certainly specific to building structure itself, judge whether wall is load bearing wall, original building drawing should be carefully studied and actually surveyed to scene
It just can determine that after examining.Load bearing wall is, if punching finishing on load bearing wall, just to will affect the stabilization of ground by scientific algorithm
Property.
In building construction process, since the load of partial weight-bearing wall is larger, consolidation process need to be carried out, traditional method be
Add steel wire on metope, but steel wire promotes less the bearing capacity of load bearing wall, while globality is poor, it is difficult to collaboration by
Power.
Summary of the invention
The purpose of the present invention is to provide it is a kind of can bearing wall construction method, to solve to propose in above-mentioned background technique
The problem of.
To achieve the above object, the invention provides the following technical scheme:
One kind can bearing wall, including the load bearing wall and pull rod being arranged between upper floor plate and lower floor plate；The load bearing wall by
It is constituted every the brick wall body and skeleton wall of laying, the both ends of load bearing wall are brick wall body, and the skeleton of skeleton wall is by horizontal bar
It is constituted with longitudinal rib, horizontal bar is together with longitudinal rib binding；The skeleton wall is equidistantly connected with multiple cross along short transverse
Skeleton wall is stretched out in the end of pulling plate, horizontal pulling plate；The pull rod runs through multiple horizontal pulling plates, and the upper end of pull rod is fixed on by nut
It is embedded in the fixed plate in upper floor plate, the lower end of pull rod is fixed on the angle steel being embedded in lower floor plate by nut.
As a further solution of the present invention: the opposite face of the adjacent brick wall body is in dentation.
As a further solution of the present invention: the horizontal pulling plate is weldingly fixed on horizontal bar, plate body quilt in part when pouring
Concrete is embedded in skeleton wall.
It is a kind of can bearing wall construction method, comprising the following steps:
1) fixed plate and angle steel are buried in the upper floor plate and lower floor plate corresponding to load bearing wall respectively；
2) spaced brick wall body is constructed, the space of installing skeleton is reserved between adjacent brick wall body；
3) skeleton is built, horizontal pulling plate is welded on skeleton；
Vertical muscle is buried first, horizontal bar is equidistantly laid in the periphery of vertical muscle, and the crosspoint of horizontal bar and vertical muscle is tied up
It binds together, then horizontal pulling plate is welded on horizontal bar；
4) pull rod is installed
When tensioning, pull pull rod mobile by jack, it is to be tensioned to after control force, the nut at both ends is tightened, to establish pre-
Add pulling force；
5) installation template, pouring molding
In the periphery installation wooden form of skeleton, and in horizontal pulling plate and pull rod be disposed around, the then casting concrete in template,
After concrete coagulation, form removal,.
As a further solution of the present invention: the brick of the brick wall body need to carry out watering wet in advance-day.
As a further solution of the present invention: when the brick is fired common brick, porous brick and hollow brick, controlling it and contain
Water rate is 10-15%, and when the brick is Dinas brickes, fine coal brick, then controlling its moisture content is 8-12%.
Compared with prior art, the beneficial effects of the present invention are:
Construction method of the present invention is easy to operate, it is easy to accomplish, by be arranged pull rod load bearing wall is reinforced, while pull rod with hold
Weight wall, between upper floor plate and lower floor plate using rationally connection, improve globality, enable pull rod and load bearing wall cooperative bearing.
Detailed description of the invention
Fig. 1 be can bearing wall side structure schematic view.
Fig. 2 is the enlarged structure schematic diagram of A in Fig. 1
Fig. 3 is the enlarged structure schematic diagram of B in Fig. 1
Fig. 4 be can bearing wall schematic view of the front view.
In figure: 1- load bearing wall, 2- brick wall body, 3- skeleton wall, 4- horizontal bar, 5- longitudinal rib, the horizontal pulling plate of 6-, the angle 7-
Steel, 8- pull rod, 9- nut, 10- fixed plate, 101- upper floor plate, 102- lower floor plate.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts every other
Embodiment shall fall within the protection scope of the present invention.
Please refer to Fig. 1~4, in the embodiment of the present invention, one kind can bearing wall, including setting is in upper floor plate 101 and downstairs
Load bearing wall 1 and pull rod 8 between plate 102；The brick wall body 2 and skeleton wall 3 that the load bearing wall 1 is laid by interval are constituted, and are held
The both ends of weight wall 1 are brick wall body 2, and the skeleton of skeleton wall 3 is made of horizontal bar 4 and longitudinal rib 5, horizontal bar 4 and longitudinal rib 5
Binding is together, it is preferable that the opposite face of the adjacent brick wall body 2 is in dentation, reinforce skeleton wall 3 and brick wall body 2 it
Between bonding strength；The skeleton wall 3 is equidistantly connected with multiple horizontal pulling plates 6 along short transverse, and bone is stretched out in the end of horizontal pulling plate 6
Frame wall 3, specifically, horizontal pulling plate 6 are weldingly fixed on horizontal bar 4, and part plate body is embedded in skeleton by concrete when pouring
In wall 3；The pull rod 8 runs through multiple horizontal pulling plates 6, and the upper end of pull rod 8 is fixed on by nut 9 to be embedded in upper floor plate 101
Fixed plate 10 on, the lower end of pull rod 8 is fixed on the angle steel 7 being embedded in lower floor plate 102 by nut 9, is passed through setting and is drawn
Bar 8 reinforces load bearing wall 1, while being connected between pull rod 8 and load bearing wall 1, upper floor plate 101 and lower floor plate 102 using reasonable,
Globality is strong, enables pull rod 8 and 1 cooperative bearing of load bearing wall.
Described in the present embodiment can bearing wall construction method, comprising the following steps:
1) fixed plate and angle steel are buried in the upper floor plate and lower floor plate corresponding to load bearing wall respectively
2) spaced brick wall body is constructed, the space of installing skeleton is reserved between adjacent brick wall body
Brick shifts to an earlier date 1-2 days, and to carry out watering wet, if brick is fired common brick, porous brick and hollow brick, it is aqueous to control its
Rate is 10-15%, if brick is Dinas brickes, fine coal brick, controlling its moisture content is 8-12%；
Before masonry, cement mortar screeding is first used on base surface, then defence line line；It is furnished from top to bottom on the basal plane for put well line
Brick；Then it is built again.
3) skeleton is built, horizontal pulling plate is welded on skeleton
Vertical muscle is buried first, horizontal bar is equidistantly laid in the periphery of vertical muscle, and the crosspoint of horizontal bar and vertical muscle is tied up
It binds together, then horizontal pulling plate is welded on horizontal bar.
4) pull rod is installed
When tensioning, pull pull rod mobile by jack, it is to be tensioned to after control force, the nut at both ends is tightened, to establish pre-
Add pulling force.
5) installation template, pouring molding
In the periphery installation wooden form of skeleton, and in horizontal pulling plate and pull rod be disposed around, the then casting concrete in template,
After concrete coagulation, form removal,.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims
Variation is included within the present invention.Any reference signs in the claims should not be construed as limiting the involved claims.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (6)
1. one kind can bearing wall, which is characterized in that including the load-bearing being arranged between upper floor plate (101) and lower floor plate (102)
Wall (1) and pull rod (8)；The brick wall body (2) and skeleton wall (3) that the load bearing wall (1) is laid by interval are constituted, load bearing wall
(1) both ends are brick wall body (2), and the skeleton of skeleton wall (3) is made of horizontal bar (4) and longitudinal rib (5), horizontal bar (4)
Together with longitudinal rib (5) binding；The skeleton wall (3) is equidistantly connected with multiple horizontal pulling plates (6), horizontal pulling plate along short transverse
(6) skeleton wall (3) are stretched out in end；The pull rod (8) runs through multiple horizontal pulling plates (6), and the upper end of pull rod (8) passes through nut
(9) it is fixed in the fixed plate (10) being embedded in upper floor plate (101), the lower end of pull rod (8) is fixed on embedded by nut (9)
On angle steel (7) in lower floor plate (102).
2. according to claim 1 can bearing wall, which is characterized in that the opposite face of the adjacent brick wall body (2) is in
Dentation.
3. according to claim 1 can bearing wall, which is characterized in that the horizontal pulling plate (6) is weldingly fixed on horizontal bar
(4) on, part plate body is embedded in skeleton wall (3) by concrete when pouring.
4. it is a kind of it is a method according to any one of claims 1-3 can bearing wall construction method, which is characterized in that including following step
It is rapid:
1) fixed plate and angle steel are buried in the upper floor plate and lower floor plate corresponding to load bearing wall respectively；
2) spaced brick wall body is constructed, the space of installing skeleton is reserved between adjacent brick wall body；
3) skeleton is built, horizontal pulling plate is welded on skeleton；
Vertical muscle is buried first, horizontal bar is equidistantly laid in the periphery of vertical muscle, and the crosspoint of horizontal bar and vertical muscle is tied up
It binds together, then horizontal pulling plate is welded on horizontal bar；
4) pull rod is installed
When tensioning, pull pull rod mobile by jack, it is to be tensioned to after control force, the nut at both ends is tightened, to establish pre-
Add pulling force；
5) installation template, pouring molding
In the periphery installation wooden form of skeleton, and in horizontal pulling plate and pull rod be disposed around, the then casting concrete in template,
After concrete coagulation, form removal,.
5. it is according to claim 4 can bearing wall construction method, which is characterized in that the brick of the brick wall body needs
It is wet to carry out within 1-2 days in advance watering.
6. it is according to claim 5 can bearing wall construction method, which is characterized in that the brick is that sintering is common
When brick, porous brick and hollow brick, controlling its moisture content is that 10-15% then controls it and contain when the brick is Dinas brickes, fine coal brick
Water rate is 8-12%.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810879448.3A CN108978935A (en) | 2018-08-03 | 2018-08-03 | It is a kind of can bearing wall construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810879448.3A CN108978935A (en) | 2018-08-03 | 2018-08-03 | It is a kind of can bearing wall construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108978935A true CN108978935A (en) | 2018-12-11 |
Family
ID=64554985
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810879448.3A Pending CN108978935A (en) | 2018-08-03 | 2018-08-03 | It is a kind of can bearing wall construction method |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101457556A (en) * | 2006-06-16 | 2009-06-17 | 罗进南 | Core beam constructional column mixed combination wall, building method and relevant building block |
| CN202055556U (en) * | 2010-08-19 | 2011-11-30 | 朱奎 | Reinforcing bearing wall structure |
| CN102877649A (en) * | 2012-10-27 | 2013-01-16 | 二十二冶集团第一建设有限公司 | Prefabricated concrete structure interlayer pouring construction method |
| CN206143951U (en) * | 2016-09-07 | 2017-05-03 | 昆明理工大学 | Connected node of rammed earth wall and blockwork |
| CN107012973A (en) * | 2017-05-20 | 2017-08-04 | 西咸新区矩阵实业有限公司 | The masonry structure and its construction method of a kind of new ribs building block |
| CN108005255A (en) * | 2016-11-02 | 2018-05-08 | 中国石油天然气股份有限公司 | Wall construction method |
-
2018
- 2018-08-03 CN CN201810879448.3A patent/CN108978935A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101457556A (en) * | 2006-06-16 | 2009-06-17 | 罗进南 | Core beam constructional column mixed combination wall, building method and relevant building block |
| CN202055556U (en) * | 2010-08-19 | 2011-11-30 | 朱奎 | Reinforcing bearing wall structure |
| CN102877649A (en) * | 2012-10-27 | 2013-01-16 | 二十二冶集团第一建设有限公司 | Prefabricated concrete structure interlayer pouring construction method |
| CN206143951U (en) * | 2016-09-07 | 2017-05-03 | 昆明理工大学 | Connected node of rammed earth wall and blockwork |
| CN108005255A (en) * | 2016-11-02 | 2018-05-08 | 中国石油天然气股份有限公司 | Wall construction method |
| CN107012973A (en) * | 2017-05-20 | 2017-08-04 | 西咸新区矩阵实业有限公司 | The masonry structure and its construction method of a kind of new ribs building block |
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| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20181211 |