CN107882272A - Fill wall construction post - Google Patents
Fill wall construction post Download PDFInfo
- Publication number
- CN107882272A CN107882272A CN201711053776.XA CN201711053776A CN107882272A CN 107882272 A CN107882272 A CN 107882272A CN 201711053776 A CN201711053776 A CN 201711053776A CN 107882272 A CN107882272 A CN 107882272A
- Authority
- CN
- China
- Prior art keywords
- joint
- filling wall
- vertical
- muscle
- wall construction
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/30—Columns; Pillars; Struts
- E04C3/34—Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
A kind of filling wall construction post of technical field of building construction, including the vertical tendons skeleton being embedded in concrete, vertical tendons skeleton are provided with joint bar at the top of two exposed surface side of filling wall；Two piece vertical muscle of the vertical tendons skeleton in any exposed surface side of filling wall are correspondingly provided with two joint bars, and described two joint bar axial symmetry set and indulge muscle overlap joint after bending intersection with offside in two vertical muscle respectively.The present invention is provided with the joint bar that bending intersects, existing preferably sidewise restraint ability, and and can undertakes larger horizontal loading without producing horizontal displacement, reduces the risk that filling wall top portion produces crack.
Description
Technical field
The present invention relates to a kind of technology of the realm of building construction, is specifically a kind of filling wall construction post.
Background technology
Need to set constructional column in the masonry filler wall of reinforced concrete structure, to meet that its stability and anti-seismic construction will
Ask.Filling wall need to be built by laying bricks or stones again after main structure construction, and constructional column top structure requires the vertical deformation of upper beam energy without by power
Reach on lower floor's beam and ensure to have sidewise restraint, needed at the top of constructional column between upper beam using upper beam can vertical deformation hinge
Connect type of attachment.
The filling wall construction post capital construction common type that is articulated and connected is shown in Fig. 1, and the joint bar reserved in upper beam is straight line
Shape, it is horizontal to have certain sidewise restraint to by reinforcing bar shearing resistance, but horizontal displacement is easily produced, the horizontal loading undertaken also has
Limit, and reinforcing bar is typically not directly used for shearing resistance.For higher partition wall or undertake the exterior wall of wind load, this common features form pole
Easily make to produce horizontal displacement at the top of constructional column, filling wall top portion easily produces crack.
The content of the invention
The present invention is directed to deficiencies of the prior art, it is proposed that one kind filling wall construction post, existing more preferable side
To restriction ability, and can undertakes larger horizontal loading without producing horizontal displacement, reduces filling wall top portion and produces crack
Risk.
The present invention is achieved by the following technical solutions：
The present invention includes the vertical tendons skeleton being embedded in concrete, and vertical tendons skeleton is set at the top of two exposed surface side of filling wall
There is joint bar；
Two piece vertical muscle of the vertical tendons skeleton in filling wall any exposed surface side are correspondingly provided with two joint bars, described two
Joint bar axial symmetry sets and indulges muscle overlap joint after bending intersection with offside in two vertical muscle respectively.
Preferably, two described joint bars are three-stage reinforcing bar, and first section and latter end be arranged in parallel, and two joint bars are handed over
The angle of fork is 30 °~60 °.
Preferably, two described joint bars are overlapped on the inside of described two vertical muscle.
The top of the vertical muscle is real using Bituminous hemp fiber plug with joint bar gap location.
Technique effect
Compared with prior art, the present invention is provided with the joint bar that bending intersects, existing preferably sidewise restraint ability, and can
Larger horizontal loading is undertaken without producing horizontal displacement, reduces the risk that filling wall top portion produces crack.
Brief description of the drawings
Fig. 1 is prior art construction schematic diagram；
Fig. 2 is the structural representation of embodiment 1；
In figure：Vertical muscle 1, joint bar 2, filling wall 3, upper beam 4, Bituminous hemp fiber 5, trigonum 6.
Embodiment
Below in conjunction with the accompanying drawings and embodiment the present invention will be described in detail.
Embodiment 1
As shown in Fig. 2 the present embodiment includes the vertical tendons skeleton being embedded in concrete, it is outer in 3 liang of filling wall to indulge tendons skeleton
The show up top of side is provided with joint bar 2；
Two piece vertical muscle 1 of the vertical tendons skeleton in any exposed surface side of filling wall 3 are correspondingly provided with two joint bars 2, described
Two axial symmetry of joint bar 2 set and indulge muscle 1 with offside in described two vertical muscle 1 respectively after bending intersection and overlap.
Preferably, two described joint bars 2 are three-stage reinforcing bar, and first section and latter end be arranged in parallel, and bending angle is
135 °, the angle that two joint bars 2 intersect is 45 °.
Preferably, two described joint bars 2 are overlapped on the described two vertical inner sides of muscle 1.
Reality is filled in using Bituminous hemp fiber 5 with the gap location of joint bar 2 in the top of the vertical muscle 1.
The horizontal component of tension can undertake larger horizontal loading, while joint bar 2 after the bending of joint bar 2 intersects in the present embodiment
Trigonum 6 is formed with constructional column capital, upper beam 4 after bending intersection, horizontal displacement will not be produced.
It is emphasized that：It the above is only presently preferred embodiments of the present invention, not the present invention made any formal
Limitation, every any simple modification, equivalent change and modification for being made to above example of technical spirit according to the present invention,
In the range of still falling within technical solution of the present invention.
Claims (4)
1. one kind filling wall construction post, it is characterised in that including the vertical tendons skeleton being embedded in concrete, vertical tendons skeleton is being filled
The top of two exposed surface side of wall is provided with joint bar；
Two piece vertical muscle of the vertical tendons skeleton in any exposed surface side of filling wall are correspondingly provided with two joint bars, described two joint bars
Axial symmetry sets and indulges muscle overlap joint after bending intersection with offside in two vertical muscle respectively.
2. filling wall construction post according to claim 1, it is characterized in that, described two joint bars are three-stage reinforcing bar,
First section and latter end be arranged in parallel, and the angle that two joint bars intersect is 30 °~60 °；Preferably, two joint bars intersect
Angle is 45 °.
3. filling wall construction post according to claim 2, it is characterized in that, described two joint bars are overlapped on described two and indulged
On the inside of muscle.
4. filling wall construction post according to claim 1, it is characterized in that, top and the joint bar gap location of the vertical muscle use
Bituminous hemp fiber plug is real.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711053776.XA CN107882272B (en) | 2017-10-31 | 2017-10-31 | Constructional column of filling wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711053776.XA CN107882272B (en) | 2017-10-31 | 2017-10-31 | Constructional column of filling wall |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107882272A true CN107882272A (en) | 2018-04-06 |
| CN107882272B CN107882272B (en) | 2020-06-02 |
Family
ID=61783403
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711053776.XA Active CN107882272B (en) | 2017-10-31 | 2017-10-31 | Constructional column of filling wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107882272B (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1793587A (en) * | 2005-12-28 | 2006-06-28 | 北京工业大学 | Square section concrete short pillar hiden with 'slant strength nucleocenter beam' and mfg. method thereof |
| CN102003069A (en) * | 2010-11-24 | 2011-04-06 | 温州中城建设集团有限公司 | Construction method and pouring device for framework masonry infill wall structure |
| CN103938864A (en) * | 2013-01-21 | 2014-07-23 | 高行友 | Infilled wall constructional column construction method |
| CN105019579A (en) * | 2015-08-10 | 2015-11-04 | 中建八局第一建设有限公司 | Masonry filler wall reinforcement and plastering constructional column and construction method thereof |
| CN107165411A (en) * | 2017-05-22 | 2017-09-15 | 中国五冶集团有限公司 | A kind of Constructional Col-umn Construction technique |
-
2017
- 2017-10-31 CN CN201711053776.XA patent/CN107882272B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1793587A (en) * | 2005-12-28 | 2006-06-28 | 北京工业大学 | Square section concrete short pillar hiden with 'slant strength nucleocenter beam' and mfg. method thereof |
| CN102003069A (en) * | 2010-11-24 | 2011-04-06 | 温州中城建设集团有限公司 | Construction method and pouring device for framework masonry infill wall structure |
| CN103938864A (en) * | 2013-01-21 | 2014-07-23 | 高行友 | Infilled wall constructional column construction method |
| CN105019579A (en) * | 2015-08-10 | 2015-11-04 | 中建八局第一建设有限公司 | Masonry filler wall reinforcement and plastering constructional column and construction method thereof |
| CN107165411A (en) * | 2017-05-22 | 2017-09-15 | 中国五冶集团有限公司 | A kind of Constructional Col-umn Construction technique |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107882272B (en) | 2020-06-02 |
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