CN204876190U - Brickwork infilled wall adds muscle constructional column of plastering - Google Patents
Brickwork infilled wall adds muscle constructional column of plastering Download PDFInfo
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- CN204876190U CN204876190U CN201520595934.4U CN201520595934U CN204876190U CN 204876190 U CN204876190 U CN 204876190U CN 201520595934 U CN201520595934 U CN 201520595934U CN 204876190 U CN204876190 U CN 204876190U
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- masonry
- band steel
- constructional column
- reinforcing bar
- mortar
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Abstract
The utility model discloses a brickwork infilled wall adds muscle constructional column of plastering belongs to the building field. Its technical scheme does: including the brickwork, the brickwork both sides all are provided with reinforcing bar net piece, are connected with the brickwork embedded bar that runs through the brickwork between the reinforcing bar net piece, both ends difference fixedly connected with went up band steel and lower band steel about the piece was netted to the reinforcing bar, upper portion joint bar and last band steel fixed connection, lower part joint bar and lower band steel fixed connection, the mortar has all been smeared in the outside in the reinforcing bar net piece. The beneficial effects of the utility model are that: cancel the reinforcing bar preparation and ligature link, constructional column concrete link and formwork and form removal link of traditional constructional column, save material, saved artifical, time limit for a project sparingly, be connected with the structural framework system, make building atress system more equitable, reinforcing bar net piece, band steel, building block, checking fibre anti -crack mortar etc. And adopting the finished product in a large number, the quality is more secure, and the used time limit for a project only is 10% of traditional way, the process is simple, and is easy and simple to handle, and the popularization is high.
Description
Technical field
The utility model belongs to the technical field of building operations, is specifically related to a kind of masonry filler wall reinforced coating constructional column.
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.
Utility model content
For solving the deficiency of above-mentioned prior art, the purpose of this utility model 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 masonry embedded bar 2 two ends are provided with crotch, described reinforced mesh about 1 two ends are fixedly connected with band steel 5 and lower band steel 9 respectively, described top joint bar 6 is fixedly connected with upper band steel 5, described bottom joint bar 7 is fixedly connected with lower band steel 9, in described reinforced mesh 1, outside is all wiped with mortar 3, 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 mortar 3 is composite fibre anticracking grout.
The 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, described mortar 3 is covered in both sides inside and outside described reinforced mesh 1, reinforced mesh is placed in the centre of inside and outside two-layer described mortar 3.
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.The utility model installs reinforced mesh and composite fibre anticracking grout 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 utility model 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 utility model is the expense reducing 25%-30% on the basis of former cost.
Accompanying drawing explanation
Fig. 1 is the vertical figure in the utility model front.
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 the utility model upper connection point enlarged drawing.
Fig. 5 is the utility model low connection point enlarged drawing.
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 the purpose of this utility model, technical scheme and advantage clearly understand, below in conjunction with drawings and Examples, the utility model is further elaborated.Certainly, specific embodiment described herein only in order to explain the utility model, and is not used in restriction the utility model.
Embodiment 1
See Fig. 1, the utility model is a kind of masonry filler wall reinforced coating constructional column, comprise masonry, masonry both sides are provided with reinforced mesh 1, the masonry embedded bar 2 running through masonry is connected with between reinforced mesh 1, masonry embedded bar 2 two ends are provided with crotch, reinforced mesh about 1 two ends are fixedly connected with band steel 5 and lower band steel 9 respectively, top joint bar 6 is fixedly connected with upper band steel 5, bottom joint bar 7 is fixedly connected with lower band steel 9, in 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.
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.
Mortar 3 is composite fibre anticracking grout.
The construction method of masonry filler wall reinforced coating constructional column:
Reinforced mesh 1 upper and lower side is welded with 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 top, the corresponding top joint bar 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 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 welds with bottom joint bar 7, and mortar 3 is covered in both sides inside and outside 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 utility model 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 to restriction of the present utility model; the utility model is also not limited in above-mentioned citing; the change that those skilled in the art make in essential scope of the present utility model, remodeling, interpolation or replacement, also should belong to protection domain of the present utility model.
Claims (5)
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 masonry embedded bar (2) two ends are provided with crotch, described reinforced mesh (1) is fixedly connected with band steel (5) and lower band steel (9) in two ends up and down respectively, top joint bar (6) is fixedly connected with upper band steel (5), bottom joint bar (7) is fixedly connected with lower band steel (9), 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 mortar (3) is composite fibre anticracking grout.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520595934.4U CN204876190U (en) | 2015-08-10 | 2015-08-10 | Brickwork infilled wall adds muscle constructional column of plastering |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520595934.4U CN204876190U (en) | 2015-08-10 | 2015-08-10 | Brickwork infilled wall adds muscle constructional column of plastering |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204876190U true CN204876190U (en) | 2015-12-16 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520595934.4U Withdrawn - After Issue CN204876190U (en) | 2015-08-10 | 2015-08-10 | Brickwork infilled wall adds muscle constructional column of plastering |
Country Status (1)
| Country | Link |
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| CN (1) | CN204876190U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN106168068A (en) * | 2016-08-04 | 2016-11-30 | 中国十七冶集团有限公司 | A kind of constructional column joint bar, tension rib joint bar locating mounting method |
-
2015
- 2015-08-10 CN CN201520595934.4U patent/CN204876190U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN106168068A (en) * | 2016-08-04 | 2016-11-30 | 中国十七冶集团有限公司 | A kind of constructional column joint bar, tension rib joint bar locating mounting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20151216 Effective date of abandoning: 20170510 |
|
| AV01 | Patent right actively abandoned |