CN104047375A - Structure for brickwork connection and construction method - Google Patents
Structure for brickwork connection and construction method Download PDFInfo
- Publication number
- CN104047375A CN104047375A CN201410151942.XA CN201410151942A CN104047375A CN 104047375 A CN104047375 A CN 104047375A CN 201410151942 A CN201410151942 A CN 201410151942A CN 104047375 A CN104047375 A CN 104047375A
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- masonry
- tongue
- groove
- plastering
- thickness
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Abstract
The invention discloses a structure for brickwork connection and a construction method. A rabbet is reserved in a position where a concrete structure main body is connected with a brickwork; during plastering, the rabbet of the concrete structure main body and the brickwork are connected so as to hang a net during plastering, so that a plastering layer is formed into a whole body; the connection is tight, and a waterproofing effect is obvious. According to the construction method, plastering of a wall body of the structure is canceled; the rabbet is reserved in the structure main body, so that the net is hung at a joint of the rabbet of the wall body of the structure and the brickwork during plastering, and the plastering layer is formed into the whole body; the connection is tight; meanwhile, a requirement that the wall body of the structure and the brickwork have the same wall thickness is met, and the aim that the wall body of the structure does not need to be plastered is fulfilled; the plastering cost is lowered, the working efficiency is improved, and the construction progress is accelerated; particularly, the integrality of the plastering layer of the wall body and the waterproofing effect of the wall body are improved.
Description
Technical field
The present invention relates to a kind of structure and construction method that connects masonry, belong to technical field of building construction.
Background technology
In construction work decorations construction, wall plastering is generally that masonry is all plastered together with structure wall, make plastering engineering amount large, and cancel plaster after structure wall is connected generally employing with masonry plastering and plasters and stretch into body of wall method, this airtight performance imprecision that makes to plaster, globality, and waterproof effect is not high.
Summary of the invention
The object of the invention is to: a kind of structure and construction method that connects masonry is provided, can significantly reduces costs, increase work efficiency, accelerating construction progress.Can also strengthen body of wall seal, waterproof effect is good, thereby overcomes the deficiencies in the prior art.
Technical scheme of the present invention
A kind of construction method that connects masonry
,the method is by adopting the position being connected with masonry in concrete structure main body to keep somewhere tongue and groove, and while plastering, concrete structure main body tongue and groove is connected linked network with masonry, makes floated coat form integral body, connects closely, and waterproof effect is obvious.
In the construction method of aforesaid connection masonry, at tongue and groove place concrete structure body thickness and masonry consistency of thickness.
A structure that connects masonry, comprises mixed clay structure, and tongue and groove is kept somewhere in the position being connected with masonry at mixed clay structure, at tongue and groove, is connected linked network with masonry junction, and floated coat is arranged on masonry and tongue and groove both sides and covers linked network.
In the structure of aforesaid connection masonry, at tongue and groove place concrete structure body thickness and masonry consistency of thickness.
In the structure of aforesaid connection masonry, in tongue and groove upper end, be provided with tongue and groove inclined-plane, by tongue and groove inclined-plane is set, convenience is dismounting template when making mixed clay structure.
Rapid routine g structure body of wall and masonry are with the requirement of wall thickness and meet structure wall and cancel the object of plastering.In the structure of aforesaid connection masonry, floated coat thickness is consistent with the tongue and groove degree of depth.
Compared with prior art, existing structure wall has floated coat, the amount of plastering is large, long construction period, easily produce hollowing or crack, water resistance imprecision, the present invention has cancelled plastering of structure wall, by keeping somewhere tongue and groove at main structure body, the junction linked network of structure wall tongue and groove and masonry while plastering, make floated coat form integral body, connect closely, reach structure wall and masonry with the requirement of wall thickness simultaneously and meet structure wall and cancel the object of plastering, reduce the cost of plastering, increase work efficiency, accelerating construction progress, the globality of plaster and the waterproof effect of body of wall have particularly been improved.
Accompanying drawing explanation
Accompanying drawing 1 is being unkitted linked network and floated coat structural representation for of the present invention;
Accompanying drawing 2 is the sectional drawing of accompanying drawing 1;
Accompanying drawing 3 is loaded onto the generalized section after linked network and floated coat for accompanying drawing 1.
Being labeled as in accompanying drawing: 1-mixes clay structure, 2-tongue and groove, 3-masonry, 4-linked network, 5-floated coat, 6-tongue and groove inclined-plane.
The specific embodiment
Below in conjunction with accompanying drawing, the present invention is described in further detail, but not as any limitation of the invention.
Embodiments of the invention: a kind of construction method that connects masonry, the method is by adopting the position being connected with masonry in concrete structure main body to keep somewhere tongue and groove, at tongue and groove place concrete structure body thickness and masonry consistency of thickness, while plastering, concrete structure main body tongue and groove is connected linked network with masonry, make floated coat form integral body, connect closely, waterproof effect is obvious.
Concrete construction method is as follows:
Tongue and groove is kept somewhere in A, the position being connected with masonry in concrete structure main body;
B, concrete structure main body tongue and groove place is connected linked network with masonry while plastering, and makes floated coat form integral body, and and in tongue and groove upper end, be provided with tongue and groove inclined-plane, thereby be convenient to form removable, make concrete structure survivable;
C, concrete structure main body tongue and groove are identical with masonry thickness, and after plastering, masonry is identical with mixed clay structure (the non-tongue and groove place of this mixed clay structure does not plaster) thickness.
According to the formed a kind of structure that connects masonry of above-mentioned construction method, as shown in drawings, comprise mixed clay structure 1, tongue and groove 2 is kept somewhere in the position being connected with masonry 3 at mixed clay structure 1, tongue and groove 2 place's concrete structure main body 1 thickness and masonry 3 consistency of thickness, and be provided with tongue and groove inclined-plane 6 in tongue and groove 2 upper ends, at tongue and groove 2, be connected linked network 4 with masonry 3 junctions, floated coat 5 is arranged on masonry 3 and tongue and groove 2 both sides and covers linked network 4, and its floated coat 5 thickness are consistent with tongue and groove 2 degree of depth makes the surface of mixed clay structure and masonry 3 surfaces on the same face.
In the present embodiment, by tongue and groove inclined-plane being set in tongue and groove upper end, can pass through template (in tongue and groove position chamfering, this chamfer dimesion is consistent with tongue and groove inclined-plane) assembled integral body makes mixed clay structure and tongue and groove together, and the installation and removal of template are very convenient, tongue and groove is formed complete, even intensity.
Claims (6)
1. a construction method that connects masonry, it is characterized in that: the method is by adopting the position being connected with masonry in concrete structure main body to keep somewhere tongue and groove, and while plastering, concrete structure main body tongue and groove is connected linked network with masonry, makes floated coat form integral body, connect closely, waterproof effect is obvious.
2. the construction method of connection masonry according to claim 1, is characterized in that: at tongue and groove place concrete structure body thickness and masonry consistency of thickness.
3. a structure that connects masonry, comprise mixed clay structure (1), it is characterized in that: tongue and groove (2) is kept somewhere in the position being connected with masonry (3) at mixed clay structure (1), at tongue and groove (2), be connected linked network (4) with masonry (3) junction, floated coat (5) is arranged on masonry (3) and tongue and groove (2) both sides and covers linked network (4).
4. the structure of connection masonry according to claim 3, is characterized in that: at tongue and groove (2), locate concrete structure main body (1) thickness and masonry (3) consistency of thickness.
5. the structure of connection masonry according to claim 3, is characterized in that: in tongue and groove (2) upper end, be provided with tongue and groove inclined-plane (6).
6. the structure of connection masonry according to claim 3, is characterized in that: floated coat (5) thickness is consistent with tongue and groove (2) degree of depth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410151942.XA CN104047375A (en) | 2014-04-16 | 2014-04-16 | Structure for brickwork connection and construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410151942.XA CN104047375A (en) | 2014-04-16 | 2014-04-16 | Structure for brickwork connection and construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104047375A true CN104047375A (en) | 2014-09-17 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410151942.XA Pending CN104047375A (en) | 2014-04-16 | 2014-04-16 | Structure for brickwork connection and construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104047375A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158922A (en) * | 2019-05-14 | 2019-08-23 | 中国三冶集团有限公司 | A kind of Concrete and Masonry Structure connects the automatic mesh paving device in batch position and method |
| CN111042391A (en) * | 2019-12-26 | 2020-04-21 | 中建八局第四建设有限公司 | Oblique lapping structure for main structure and masonry structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101560790A (en) * | 2009-05-14 | 2009-10-21 | 吴淑环 | Combined masonry wall |
| CN101886445A (en) * | 2010-07-16 | 2010-11-17 | 王洪飞 | Complex self-thermal insulation wall building block |
| CN102561691A (en) * | 2012-03-15 | 2012-07-11 | 云南惠丰工程建设有限公司 | Method for eliminating cracking of joint between fair-faced concrete shear wall and masonry |
| CN202611016U (en) * | 2012-04-17 | 2012-12-19 | 吴淑环 | Thermal insulating wall on concrete overhanging eaves board |
| CN103572866A (en) * | 2012-07-30 | 2014-02-12 | 吴淑环 | Assembly type wall |
| CN203795648U (en) * | 2014-04-16 | 2014-08-27 | 中建四局第三建筑工程有限公司 | Structure of connection masonry |
-
2014
- 2014-04-16 CN CN201410151942.XA patent/CN104047375A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101560790A (en) * | 2009-05-14 | 2009-10-21 | 吴淑环 | Combined masonry wall |
| CN101886445A (en) * | 2010-07-16 | 2010-11-17 | 王洪飞 | Complex self-thermal insulation wall building block |
| CN102561691A (en) * | 2012-03-15 | 2012-07-11 | 云南惠丰工程建设有限公司 | Method for eliminating cracking of joint between fair-faced concrete shear wall and masonry |
| CN202611016U (en) * | 2012-04-17 | 2012-12-19 | 吴淑环 | Thermal insulating wall on concrete overhanging eaves board |
| CN103572866A (en) * | 2012-07-30 | 2014-02-12 | 吴淑环 | Assembly type wall |
| CN203795648U (en) * | 2014-04-16 | 2014-08-27 | 中建四局第三建筑工程有限公司 | Structure of connection masonry |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110158922A (en) * | 2019-05-14 | 2019-08-23 | 中国三冶集团有限公司 | A kind of Concrete and Masonry Structure connects the automatic mesh paving device in batch position and method |
| CN111042391A (en) * | 2019-12-26 | 2020-04-21 | 中建八局第四建设有限公司 | Oblique lapping structure for main structure and masonry structure |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20140917 |