CN105019579A - Masonry filler wall reinforcement and plastering constructional column and construction method thereof - Google Patents
Masonry filler wall reinforcement and plastering constructional column and construction method thereof Download PDFInfo
- Publication number
- CN105019579A CN105019579A CN201510485182.0A CN201510485182A CN105019579A CN 105019579 A CN105019579 A CN 105019579A CN 201510485182 A CN201510485182 A CN 201510485182A CN 105019579 A CN105019579 A CN 105019579A
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- masonry
- constructional column
- mortar
- filler wall
- band steel
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- 239000000945 filler Substances 0.000 title claims abstract description 20
- 238000010276 construction Methods 0.000 title claims abstract description 15
- 230000002787 reinforcement Effects 0.000 title abstract description 10
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 47
- 239000010959 steel Substances 0.000 claims abstract description 47
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 32
- 239000000463 material Substances 0.000 claims abstract description 11
- 239000000835 fiber Substances 0.000 claims abstract description 10
- 239000011248 coating agent Substances 0.000 claims description 15
- 238000000576 coating method Methods 0.000 claims description 15
- 239000002131 composite material Substances 0.000 claims description 8
- 239000011440 grout Substances 0.000 claims description 8
- 238000000034 method Methods 0.000 abstract description 9
- 239000004567 concrete Substances 0.000 abstract description 4
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 230000000149 penetrating effect Effects 0.000 abstract 1
- 230000003014 reinforcing effect Effects 0.000 description 10
- 230000000694 effects Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000011505 plaster Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 238000007634 remodeling Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Landscapes
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a masonry filler wall reinforcement and plastering constructional column and a construction method thereof, and belongs to the field of buildings. According to the technical scheme, the masonry filler wall reinforcement and plastering constructional column comprises a masonry body, steel mesh pieces are arranged on the two sides of the masonry body, masonry embedded bars penetrating through the masonry body are connected between the steel mesh pieces, the upper ends and the lower ends of the steel mesh pieces are fixedly connected with upper flat steel and lower flat steel respectively, upper joint bars are fixedly connected with the upper flat steel, lower joint bars are fixedly connected with the lower flat steel, and the inner sides of the steel mesh pieces are smeared with mortar. The masonry filler wall reinforcement and plastering constructional column has the advantages that the steel bar manufacturing and binding link, the constructional column concrete link and the framework erecting and disassembling link for a traditional constructional column are omitted, materials are saved, and labor and time limit for a project are saved; the masonry filler wall reinforcement and plastering constructional column is connected with a structural frame system, and therefore a building stress system is more reasonable; the steel mesh pieces, the flat steel, masonry blocks, review fiber anti-crack mortar and the like are finished products, so that the quality is better guaranteed, and the working period is only 10% that of a traditional method; working procedures are simple, operation is easy and convenient, and universality is high.
Description
Technical field
The invention belongs to the technical field of building operations, be specifically related to a kind of masonry filler wall reinforced coating constructional column and construction method thereof.
Background technology
The masonry structure of current China strengthens the method that main employing arranges reinforced concrete structural column, comprise the operations such as reserved steel bar, bar planting, making and assembling reinforcement, formwork, hand-placed concrete, form removal, its principle is that masonry passes through that longitudinal reserved steel bar is connected with concrete-constituted pile, concrete-constituted pile is connected with concrete frame structure by top and bottom reinforcing bar.The method duration is longer, operation is loaded down with trivial details, quality is wayward, and comprehensive cost is high.In addition, existing part dilapidated house structural strengthening antidetonation construction method, what adopt adds cartridge plate and is connected lacing wire on the basis of original body of wall, this method often needs to hole so that embedded reinforcement on body of wall, result in walling unit structure itself and suffer secondary damage, body of wall itself also can be made to become out-of-flatness.
Summary of the invention
For solving the deficiency of above-mentioned prior art, the object of this invention is to provide a kind of masonry filler wall reinforced coating constructional column and construction method thereof.
A kind of masonry filler wall reinforced coating constructional column, it is characterized in that, comprise masonry, described masonry both sides are provided with reinforced mesh 1, the masonry embedded bar 2 running through described masonry is connected with between described reinforced mesh 1, described reinforced mesh about 1 two ends are fixedly connected with band steel 5 and lower band steel 9 respectively, described upper band steel 5 is fixedly connected with top joint bar 6, described lower band steel 9 and bottom joint bar 7 be fixedly connected with, in described reinforced mesh 1, outside is all wiped with mortar 3, and reinforced mesh is placed in the centre of inside and outside two-layer described mortar 3.
Described masonry is piled up by building block 8 and is formed.
Masonry mortar 4 is wiped with between described building block 8.
Described masonry embedded bar 2 is embedded in masonry mortar 4.
Described masonry embedded bar 2 two ends are provided with crotch.
Described mortar 3 is composite fibre anticracking grout.
A kind of construction method of masonry filler wall reinforced coating constructional column:
Described reinforced mesh 1 upper and lower side welds band steel 5 and lower band steel 9 respectively, and this step is directly processed into finished product;
Needing the upper end of beam embedding described top, the corresponding top joint bar 6 that constructional column position is set, the lower end of corresponding lower beam embedding described bottom joint bar 7;
Described building block 8 and construction wall design building block and select identical material, the masonry Thickness Ratio design thickness of wall body that building block 8 is built into is smaller, embedding between described building block 8 have the masonry embedded bar 2 that runs through described masonry and be wiped with described masonry mortar 4, described masonry embedded bar 2 two ends are fixedly connected with the described reinforced mesh 1 being arranged at described masonry both sides respectively, described upper band steel 5 welds with top joint bar 6, described lower band steel 9 welds with bottom joint bar 7, and described mortar 3 is covered in both sides inside and outside described reinforced mesh 1.
Described top joint bar 6 adopts HRB400 diameter 6.5 ㎜ reinforcing bar;
Described upper band steel 5 all adopts Q235 steel with lower band steel 9;
Described reinforced mesh 1 is finished product welded reinforcement mesh sheet, adopts HRB400 diameter 6.5 ㎜ reinforcing bar, professional factory pressure welding or field fabrication;
Described top joint bar 6 and bottom joint bar 7 all adopt HRB400 diameter 6.5 ㎜ reinforcing bar;
Described masonry embedded bar 2 adopts HRB400 diameter 6.5 ㎜ reinforcing bar;
Described masonry mortar 4 adopts supporting mortar or the layout design material of masonry;
Described building block 8 and the same material of design building block, cross sectional dimensions 40 ㎜s less of design building block;
Described mortar 3 is composite fibre anticracking grout, and its thickness approximates 30 ㎜.
By test, a kind of masonry filler wall reinforced coating constructional column beneficial effect is: eliminate traditional construction constructional column reinforcement fabrication and colligation link, saves material steel and saves artificial, the saving duration; Eliminate constructional column concrete link, save the duration; Eliminate formwork and form removal link, save material, save artificial, the saving duration; Be connected with structural framing system, make building stress system more reasonable; Finished product reinforced mesh, band iron, the building block of customization size, check fibre crack-resistance mortar etc. and adopt finished product in a large number, quality is more secure, and the duration used is only 10% of traditional method; Operation is simple, and easy and simple to handle, popularization is high.Masonry arranged outside reinforced mesh, and reinforced mesh is connected integrally with top beam lower beam, not only saves material, and better play the effect of support and antidetonation; Embedding embedded bar when masonry is built by laying bricks or stones, and embedded bar is embedding with in masonry mortar, does not damage the structure of building block own, thus more firm.Reinforced mesh upper and lower side is all connected with band steel, and the operation of connection top and the bottom joint bar can be made more simple.Composite fibre anticracking grout covering structure post is adopted outside reinforced mesh, there is good effect of prestressed, in addition, the reinforced mesh of both sides couples together by masonry embedded bar, make the reinforced mesh of building block and both sides and smear the mortar close proximity in reinforced mesh both sides, ensure the integration of each parts of constructional column; Masonry thickness is less than architectural design body of wall, smoothly attractive in appearance with architectural design surface of wall after constructional column can be made to have smeared composite fibre anticracking grout.Reinforced mesh and composite fibre anticracking grout are installed in the present invention additional, the effect replacing conventional construction post and plaster, whole process implements in the process of infilled wall formation and after terminating, the end until plaster, and be different from the way of generally in the unsafe situation of structure, constructional column being reinforced after body of wall is formed; Say from cost, the present invention is the constructional column substituting traditional design completely, on the basis reducing integrated cost, meets shockproof requirements.In construction measure, the cost generally carrying out the reinforcing of constructional column later stage is the expense increasing 25%-35% on the basis of former cost, and the present invention is the expense reducing 25%-30% on the basis of former cost.
Accompanying drawing explanation
Fig. 1 is the vertical figure in front of the present invention.
Fig. 2 is the A-A sectional drawing of Fig. 1.
Fig. 3 is the B portion enlarged drawing of Fig. 2.
Fig. 4 is upper connection point enlarged drawing of the present invention.
Fig. 5 is low connection point enlarged drawing of the present invention.
Wherein, Reference numeral is: 1, reinforced mesh; 2, masonry embedded bar; 3, mortar; 4, masonry mortar; 5, upper band steel; 6, top joint bar; 7, bottom joint bar; 8, building block; 9, lower band steel.
Detailed description of the invention
In order to make object of the present invention, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the present invention is further elaborated.Certainly, specific embodiment described herein only in order to explain the present invention, is not intended to limit the present invention.
Embodiment 1
See Fig. 1, the present invention is a kind of masonry filler wall reinforced coating constructional column, comprise masonry, masonry both sides are provided with reinforced mesh 1, be connected with the masonry embedded bar 2 running through masonry between reinforced mesh 1, reinforced mesh about 1 two ends are fixedly connected with band steel 5 and lower band steel 9 respectively, and top joint bar 6 is fixedly connected with upper band steel 5, bottom joint bar 7 is fixedly connected with lower band steel 9, and in reinforced mesh 1, outside is all wiped with mortar 3.
Masonry is piled up by building block 8 and is formed.
Masonry mortar 4 is wiped with between building block 8.
Masonry embedded bar 2 is embedded in masonry mortar 4.
Masonry embedded bar 2 two ends are provided with crotch.
Mortar 3 is composite fibre anticracking grout.
A kind of construction method of masonry filler wall reinforced coating constructional column:
Reinforced mesh (1) upper and lower side welds band steel (5) and lower band steel (9) respectively, and this step is directly processed into finished product;
Needing the upper end on beam embedding top joint bar, the corresponding top (6) that constructional column position is set, the lower end of corresponding lower beam embedding bottom joint bar (7);
Building block (8) and construction wall design building block and select identical material, the masonry Thickness Ratio design thickness of wall body that building block (8) is built into is smaller, embedding between building block (8) have the masonry embedded bar (2) that runs through masonry and be wiped with masonry mortar (4), masonry embedded bar (2) two ends are fixedly connected with the reinforced mesh (1) being arranged at masonry both sides respectively, upper band steel (5) welds with top joint bar (6), lower band steel (9) is welded with bottom joint bar (7), and mortar (3) is covered in the inside and outside both sides of reinforced mesh (1).
Top joint bar 6 adopts HRB400 diameter 6.5 ㎜ reinforcing bar;
Upper band steel 5 adopts Q235 steel with lower band steel 9;
Reinforced mesh 1 is finished product welded reinforcement mesh sheet, adopts HRB400 diameter 6.5 ㎜ reinforcing bar, professional factory pressure welding;
Top joint bar 6 and bottom joint bar 7 all adopt HRB400 diameter 6.5 ㎜ reinforcing bar;
Masonry embedded bar 2 adopts HRB400 diameter 6.5 ㎜ reinforcing bar;
Masonry mortar 4 adopts supporting mortar or the layout design material of masonry;
Building block 8 and the same material of design building block, cross sectional dimensions 40 ㎜s less of design building block;
Mortar 3 is composite fibre anticracking grout, and its thickness approximates 30 ㎜.
The present invention can pass through without the technical characteristic described or adopt existing techniques in realizing; do not repeat them here; certainly; above-mentioned explanation is not limitation of the present invention; the present invention is also not limited in above-mentioned citing; the change that those skilled in the art make in essential scope of the present invention, remodeling, interpolation or replacement, also should belong to protection scope of the present invention.
Claims (7)
1. a masonry filler wall reinforced coating constructional column, it is characterized in that, comprise masonry, described masonry both sides are provided with reinforced mesh (1), the masonry embedded bar (2) running through described masonry is connected with between described reinforced mesh (1), described reinforced mesh (1) is fixedly connected with band steel (5) and lower band steel (9) in two ends up and down respectively, described upper band steel (5) is fixedly connected with top joint bar (6), described lower band steel (9) is fixedly connected with bottom joint bar (7), and in described reinforced mesh (1), outside is all wiped with mortar (3).
2. masonry filler wall reinforced coating constructional column according to claim 1, is characterized in that, described masonry is piled up by building block (8) and formed.
3. masonry filler wall reinforced coating constructional column according to claim 2, is characterized in that, is wiped with masonry mortar (4) between described building block (8).
4. masonry filler wall reinforced coating constructional column according to claim 3, is characterized in that, described masonry embedded bar (2) is embedded in masonry mortar (4).
5., according to the arbitrary described masonry filler wall reinforced coating constructional column of claim 1-4, it is characterized in that, described masonry embedded bar (2) two ends are provided with crotch.
6., according to the arbitrary described masonry filler wall reinforced coating constructional column of claim 1-5, it is characterized in that, described mortar (3) is composite fibre anticracking grout.
7. the construction method of a masonry filler wall reinforced coating constructional column:
Described reinforced mesh (1) welds band steel (5) and lower band steel (9) in two ends up and down respectively;
Needing the upper end on beam embedding described top joint bar, the corresponding top (6) that constructional column position is set, the lower end of corresponding lower beam embedding described bottom joint bar (7);
Described building block (8) and construction wall design building block and select identical material, the masonry Thickness Ratio design thickness of wall body that building block (8) is built into is smaller, embedding between described building block (8) have the masonry embedded bar (2) that runs through described masonry and be wiped with described masonry mortar (4), described masonry embedded bar (2) two ends are fixedly connected with the described reinforced mesh (1) being arranged at described masonry both sides respectively, described upper band steel (5) is welded with top joint bar (6), described lower band steel (9) is welded with bottom joint bar (7), described mortar (3) is covered in the inside and outside both sides of described reinforced mesh (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510485182.0A CN105019579B (en) | 2015-08-10 | 2015-08-10 | Masonry filler wall reinforcement and plastering constructional column and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510485182.0A CN105019579B (en) | 2015-08-10 | 2015-08-10 | Masonry filler wall reinforcement and plastering constructional column and construction method thereof |
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| Publication Number | Publication Date |
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| CN105019579A true CN105019579A (en) | 2015-11-04 |
| CN105019579B CN105019579B (en) | 2017-05-10 |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284846A (en) * | 2016-09-28 | 2017-01-04 | 西安建筑科技大学 | A kind of assembled steel reinforced concrete-constituted pile and utilize the system of this post, construction method |
| CN107882272A (en) * | 2017-10-31 | 2018-04-06 | 启迪设计集团股份有限公司 | Fill wall construction post |
| CN110670897A (en) * | 2019-09-18 | 2020-01-10 | 中震（北京）工程检测股份有限公司 | Multi-layer masonry structure with additional structural steel constructional columns for reinforcing structural toughness of stairwell and construction method of multi-layer masonry structure |
| CN110878640A (en) * | 2019-12-03 | 2020-03-13 | 张延年 | Anti-seismic reinforcing structure for frame shear wall filler wall body |
| CN113833293A (en) * | 2021-08-27 | 2021-12-24 | 江苏海洋大学 | Method for reinforcing rubble wall by flat steel-reinforcing steel mesh |
| CN115199049A (en) * | 2022-08-05 | 2022-10-18 | 肥城中资泰立房地产开发有限公司 | Constructional column bar planting adjusting device |
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| CN204081329U (en) * | 2014-09-22 | 2015-01-07 | 中建八局第一建设有限公司 | A kind of masonry hangs the linked network iron plate of gauze wire cloth |
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| CN104499611A (en) * | 2014-12-13 | 2015-04-08 | 株洲博尔曼科技发展有限公司 | Novel plastering rapid construction wall after grouting and construction method thereof |
| CN204876190U (en) * | 2015-08-10 | 2015-12-16 | 中建八局第一建设有限公司 | Brickwork infilled wall adds muscle constructional column of plastering |
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2015
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| CN103290947A (en) * | 2013-05-28 | 2013-09-11 | 兖矿东华建设有限公司 | Wall structure of integral windowsill member made of autoclaved aerated concrete and method for constructing wall structure |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106284846A (en) * | 2016-09-28 | 2017-01-04 | 西安建筑科技大学 | A kind of assembled steel reinforced concrete-constituted pile and utilize the system of this post, construction method |
| CN107882272A (en) * | 2017-10-31 | 2018-04-06 | 启迪设计集团股份有限公司 | Fill wall construction post |
| CN107882272B (en) * | 2017-10-31 | 2020-06-02 | 启迪设计集团股份有限公司 | Constructional column of filling wall |
| CN110670897A (en) * | 2019-09-18 | 2020-01-10 | 中震（北京）工程检测股份有限公司 | Multi-layer masonry structure with additional structural steel constructional columns for reinforcing structural toughness of stairwell and construction method of multi-layer masonry structure |
| CN110878640A (en) * | 2019-12-03 | 2020-03-13 | 张延年 | Anti-seismic reinforcing structure for frame shear wall filler wall body |
| CN113833293A (en) * | 2021-08-27 | 2021-12-24 | 江苏海洋大学 | Method for reinforcing rubble wall by flat steel-reinforcing steel mesh |
| CN115199049A (en) * | 2022-08-05 | 2022-10-18 | 肥城中资泰立房地产开发有限公司 | Constructional column bar planting adjusting device |
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| CN105019579B (en) | 2017-05-10 |
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