CN203420372U - Construction structure between after-built filler wall with externally-tiled face bricks and concrete contact surface - Google Patents
Construction structure between after-built filler wall with externally-tiled face bricks and concrete contact surface Download PDFInfo
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- CN203420372U CN203420372U CN201320420462.XU CN201320420462U CN203420372U CN 203420372 U CN203420372 U CN 203420372U CN 201320420462 U CN201320420462 U CN 201320420462U CN 203420372 U CN203420372 U CN 203420372U
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- expanded metal
- metal lath
- rear block
- contact surface
- infilled wall
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Abstract
The utility model discloses a construction structure between an after-built filler wall with externally-tiled face bricks and a concrete contact surface. The construction structure between the after-built filler wall with the externally-tiled face bricks and the concrete contact surface comprises two steel screens, wherein the steel screens are the same in structure and size, and are symmetrically arranged on the inner side and the outer side of a connecting joint respectively, the connecting joint is arranged between the after-built filler wall and a concrete structural part which is accomplished in advance in a construction mode, the after-built filler wall and the concrete structural part are arranged on the same vertical surface, the concrete structural part is closely attached to the after-built filler wall, the concrete structural part and the after-built filler wall are the same in thickness, each steel screen is a rectangular screen, the length of each steel screen is equal to that of the connecting joint, the width of each steel screen ranges from 20cm to 40cm, the inner side wall of the after-built filler wall and the inner side wall of the concrete structural part are respectively provided with a first floated coat in an even coating mode, and the outer side wall of the after-built filler wall and the outer side wall of the concrete structural part are respectively provided with a second floated coat in an even coating mode. The construction structure between the after-built filler wall with the externally-tiled face bricks and the concrete contact surface is simple in structure, reasonable in design, simple in construction method and good in construction effect, the bonding capacity of the junction between the after-built filler wall and the concrete structural part is good, and cracks of the junction between the after-built filler wall and the concrete structural part can be effectively avoided.
Description
Technical field
The utility model belongs to rear block infilled wall and concrete contact surface technical field of construction, especially relates to a kind of rear block infilled wall of outer subsides face brick with concrete contact surface constructing structure.
Background technology
Body of wall is different according to structure stress situation, has dividing of load bearing wall and non-bearing wall.The wall being filled in frame construction between column claims frame wall filled with masonry, and the infilled wall in frame construction rises goes along with sb. to guard him and compartmentation, and weight is born by beam column.Frame construction is divided pure frame and half framework, and pure frame does not have load bearing wall, and half framework has load bearing wall.Rear block infilled wall is brickwork, and it is two kinds of different materials from concrete structural member, because then building that boundary between infilled wall and concrete structural member processes, is a construction Difficulties of major structure of construction construction, and the generation in intersection crack is construction engineering quality pre-control emphasis.Nowadays, boundary between rear block infilled wall and concrete structural member is processed construction neither one job practices unified, standard and can be followed, thereby inevitably has that constructing operation is more random, lack of standardization, construction quality is poor, intersection is prone to the problems such as crack during practice of construction.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, provide a kind of rear block infilled wall of outer subsides face brick with concrete contact surface constructing structure, it is simple in structure, reasonable in design and job practices is simple, construction effect is good, infilled wall and concrete structural member intersection binding ability are strong, can effectively control the generation in infilled wall and concrete structural member intersection crack.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of rear block infilled wall of outer subsides face brick is with concrete contact surface constructing structure, it is characterized in that: comprise all identical expanded metal laths of two structures and size, two described expanded metal lath symmetries be laid in built by laying bricks or stones rear block infilled wall and the concrete structural member of having constructed in advance between the inside and outside both sides of connecting sewing; Described rear block infilled wall and described concrete structural member are all laid on same vertical plane, the contact surface joining with rear block infilled wall on described concrete structural member for vertically to contact surface or level to contact surface, described concrete structural member and rear block infilled wall near and the two thickness identical; Described expanded metal lath is rectangle net, and the length of described expanded metal lath is identical with the length of described connecting sewing, and the width of described expanded metal lath is 20cm～40cm; Described expanded metal lath is parallel laying with rear block infilled wall, and a side of described expanded metal lath is arranged on rear block infilled wall by a plurality of securing members one are fastening, and the opposite side of described expanded metal lath is arranged on described concrete structural member by a plurality of securing members two are fastening; Two described expanded metal laths are respectively the expanded metal lath one that is laid in described connecting sewing inner side and the expanded metal lath two that is laid in described connecting sewing outside, and described expanded metal lath one is parallel laying with expanded metal lath two; On the inside wall of described rear block infilled wall and described concrete structural member, be evenly coated with and be brushed with one deck floated coat one, on the lateral wall of described rear block infilled wall and described concrete structural member, be evenly coated with and be brushed with one deck floated coat two; Described expanded metal lath one is fastenedly connected and is integrated with floated coat one, and described floated coat one covers expanded metal lath one outside; Described expanded metal lath two is fastenedly connected and is integrated with floated coat two, and described floated coat two covers expanded metal lath two outsides.
The rear block infilled wall of above-mentioned a kind of outer subsides face brick, with concrete contact surface constructing structure, is characterized in that: described expanded metal lath one and expanded metal lath two are all laid along the length direction of described connecting sewing, and described connecting sewing is positioned at the middle part of expanded metal lath one and expanded metal lath two.
The rear block infilled wall of above-mentioned a kind of outer subsides face brick, with concrete contact surface constructing structure, is characterized in that: a plurality of described securing members one and a plurality of described connector two are all laid along the length direction of described connecting sewing.
The rear block infilled wall of above-mentioned a kind of outer subsides face brick, with concrete contact surface constructing structure, is characterized in that: described securing member one and described securing member two are steel nail.
The rear block infilled wall of above-mentioned a kind of outer subsides face brick, with concrete contact surface constructing structure, is characterized in that: the spacing between the spacing between adjacent two described securing members one and adjacent two described securing members two is all not more than 20cm.
The rear block infilled wall of above-mentioned a kind of outer subsides face brick, with concrete contact surface constructing structure, is characterized in that: described expanded metal lath is expanded steel diamond mesh.
The rear block infilled wall of above-mentioned a kind of outer subsides face brick, with concrete contact surface constructing structure, is characterized in that: the thickness of described expanded steel diamond mesh is 0.8mm～1.2mm.
The rear block infilled wall of above-mentioned a kind of outer subsides face brick, with concrete contact surface constructing structure, is characterized in that: the mesh of described expanded steel diamond mesh is square, and the length of side of described mesh is 1cm～2cm.
The utility model compared with prior art has the following advantages:
1, simple in structure and reasonable in design, drop into construction cost lower
2, construction treating methods simple, operate simple and easy and realize convenient.
3, construction effect is good, utilize expanded metal lath with the draw knot force between the floated coat whitewashing, to eliminate the contraction producing together with two kinds of different materials of infilled wall and concrete structural member, effectively controlling crack produces, the boundary of infilled wall and concrete structural member is processed effective, intersection binding ability is prone to by force and not crack, thereby the utility model has effectively been controlled the generation in concrete contact surface crack, and reduced maintenance cost, reduced engineering cost, have good energy-saving and environmental protection effect, economic benefit and social benefit are good.
4, applied widely, be applicable to the rear block infilled wall of all face brick facings with concrete contact surface work progress.
In sum, the utility model is simple in structure, reasonable in design and job practices is simple, construction effect is good, and infilled wall and concrete structural member intersection binding ability are strong, can effectively control the generation in infilled wall and concrete structural member intersection crack.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the installation position schematic diagram of the utility model iron plate net.
Description of reference numerals:
1-build afterwards infilled wall; 2-1-expanded metal lath one; 2-2-expanded metal lath two;
3-1-floated coat one; 3-2-floated coat two; 4-reinforced concrete shear wall.
The specific embodiment
As shown in Figure 1 and Figure 2, the utility model comprises all identical expanded metal laths of two structures and size, two described expanded metal lath symmetries be laid in built by laying bricks or stones rear block infilled wall 1 and the concrete structural member of having constructed in advance between the inside and outside both sides of connecting sewing.Described rear block infilled wall 1 and described concrete structural member are all laid on same vertical plane, the contact surface joining with rear block infilled wall 1 on described concrete structural member for vertically to contact surface or level to contact surface, described concrete structural member and rear block infilled wall 1 near and the two thickness identical.Described expanded metal lath is rectangle net, and the length of described expanded metal lath is identical with the length of described connecting sewing, and the width of described expanded metal lath is 20cm～40cm.Described expanded metal lath is parallel laying with rear block infilled wall 1, and a side of described expanded metal lath is arranged on rear block infilled wall 1 by a plurality of securing members one are fastening, and the opposite side of described expanded metal lath is arranged on described concrete structural member by a plurality of securing members two are fastening.Two described expanded metal laths are respectively expanded metal lath one 2-1 that is laid in described connecting sewing inner side and expanded metal lath two 2-2 that are laid in described connecting sewing outside, and described expanded metal lath one 2-1 is parallel laying with expanded metal lath two 2-2.On the inside wall of described rear block infilled wall 1 and described concrete structural member, be evenly coated with and be brushed with one deck floated coat one 3-1, on the lateral wall of described rear block infilled wall 1 and described concrete structural member, be evenly coated with and be brushed with one deck floated coat two 3-2.Described expanded metal lath one 2-1 and floated coat one 3-1 are fastenedly connected and are integrated, and described floated coat one 3-1 covers expanded metal lath one 2-1 outside; Described expanded metal lath two 2-2 and floated coat two 3-2 are fastenedly connected and are integrated, and described floated coat two 3-2 cover expanded metal lath two 2-2 outsides.
In the present embodiment, described expanded metal lath one 2-1 and expanded metal lath two 2-2 all lay along the length direction of described connecting sewing, and described connecting sewing is positioned at the middle part of expanded metal lath one 2-1 and expanded metal lath two 2-2.
Described rear block infilled wall 1 carries out the infilled wall of building construction in described concrete structural member after being.
In practice of construction process, described concrete structural member is reinforced concrete shear wall 4 or the reinforced concrete upright column that is laid in the steel concrete crossbeam directly over rear block infilled wall 1 or is laid in rear block infilled wall 1 one sides.In the present embodiment, described concrete structural member is the reinforced concrete shear wall 4 that is laid in rear block infilled wall 1 one sides.
Actual laying while installing, a plurality of described securing members one and a plurality of described connector two are all laid along the length direction of described connecting sewing.In the present embodiment, described securing member one and described securing member two are steel nail.
In the present embodiment, the spacing between the spacing between adjacent two described securing members one and adjacent two described securing members two is all not more than 20cm.During practice of construction, can according to specific needs, the spacing between the spacing between adjacent two described securing members one and adjacent two described securing members two be adjusted accordingly.
In the present embodiment, a plurality of described securing members one are even laying, and a plurality of described connector two is even laying.
During practice of construction, described expanded metal lath is expanded steel diamond mesh.The thickness of described expanded steel diamond mesh is 0.8mm～1.2mm.The mesh of described expanded steel diamond mesh is square, and the length of side of described mesh is 1cm～2cm.In the present embodiment, the thickness of described expanded steel diamond mesh is 1mm, and the width of described expanded metal lath is 30cm.Actually add man-hour, can according to specific needs, the length of side of the thickness of described expanded steel diamond mesh, width and mesh be adjusted accordingly.
The above; it is only preferred embodiment of the present utility model; not the utility model is imposed any restrictions; every any simple modification of above embodiment being done according to the utility model technical spirit, change and equivalent structure change, and all still belong in the protection domain of technical solutions of the utility model.
Claims (8)
1. an outer rear block infilled wall that pastes face brick is with concrete contact surface constructing structure, it is characterized in that: comprise all identical expanded metal laths of two structures and size, two described expanded metal lath symmetries be laid in built by laying bricks or stones rear block infilled wall (1) and the concrete structural member of having constructed in advance between the inside and outside both sides of connecting sewing; Described rear block infilled wall (1) and described concrete structural member are all laid on same vertical plane, the contact surface joining with rear block infilled wall (1) on described concrete structural member for vertically to contact surface or level to contact surface, described concrete structural member and rear block infilled wall (1) near and the two thickness identical; Described expanded metal lath is rectangle net, and the length of described expanded metal lath is identical with the length of described connecting sewing, and the width of described expanded metal lath is 20cm～40cm; Described expanded metal lath is parallel laying with rear block infilled wall (1), one side of described expanded metal lath is arranged on rear block infilled wall (1) above by a plurality of securing members one are fastening, and the opposite side of described expanded metal lath is arranged on described concrete structural member by a plurality of securing members two are fastening; Two described expanded metal laths are respectively the expanded metal lath one (2-1) that is laid in described connecting sewing inner side and the expanded metal lath two (2-2) that is laid in described connecting sewing outside, and described expanded metal lath one (2-1) is parallel laying with expanded metal lath two (2-2); On the inside wall of described rear block infilled wall (1) and described concrete structural member, be evenly coated with and be brushed with one deck floated coat one (3-1), on the lateral wall of described rear block infilled wall (1) and described concrete structural member, be evenly coated with and be brushed with one deck floated coat two (3-2); Described expanded metal lath one (2-1) is fastenedly connected and is integrated with floated coat one (3-1), and described floated coat one (3-1) covers expanded metal lath one (2-1) outside; Described expanded metal lath two (2-2) is fastenedly connected and is integrated with floated coat two (3-2), and described floated coat two (3-2) covers expanded metal lath two (2-2) outside.
According to the rear block infilled wall of a kind of outer subsides face brick claimed in claim 1 with concrete contact surface constructing structure, it is characterized in that: described expanded metal lath one (2-1) and expanded metal lath two (2-2) are all laid along the length direction of described connecting sewing, and described connecting sewing is positioned at the middle part of expanded metal lath one (2-1) and expanded metal lath two (2-2).
According to the rear block infilled wall of a kind of outer subsides face brick described in claim 1 or 2 with concrete contact surface constructing structure, it is characterized in that: a plurality of described securing members one and a plurality of described securing member two are all laid along the length direction of described connecting sewing.
According to the rear block infilled wall of a kind of outer subsides face brick described in claim 1 or 2 with concrete contact surface constructing structure, it is characterized in that: described securing member one and described securing member two are steel nail.
According to the rear block infilled wall of a kind of outer subsides face brick claimed in claim 3 with concrete contact surface constructing structure, it is characterized in that: the spacing between the spacing between adjacent two described securing members one and adjacent two described securing members two is all not more than 20cm.
According to the rear block infilled wall of a kind of outer subsides face brick described in claim 1 or 2 with concrete contact surface constructing structure, it is characterized in that: described expanded metal lath is expanded steel diamond mesh.
According to the rear block infilled wall of a kind of outer subsides face brick claimed in claim 6 with concrete contact surface constructing structure, it is characterized in that: the thickness of described expanded steel diamond mesh is 0.8mm～1.2mm.
According to the rear block infilled wall of a kind of outer subsides face brick claimed in claim 6 with concrete contact surface constructing structure, it is characterized in that: the mesh of described expanded steel diamond mesh for square, the length of side of described mesh is 1cm～2cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320420462.XU CN203420372U (en) | 2013-07-13 | 2013-07-13 | Construction structure between after-built filler wall with externally-tiled face bricks and concrete contact surface |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320420462.XU CN203420372U (en) | 2013-07-13 | 2013-07-13 | Construction structure between after-built filler wall with externally-tiled face bricks and concrete contact surface |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203420372U true CN203420372U (en) | 2014-02-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320420462.XU Expired - Fee Related CN203420372U (en) | 2013-07-13 | 2013-07-13 | Construction structure between after-built filler wall with externally-tiled face bricks and concrete contact surface |
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| Country | Link |
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| CN (1) | CN203420372U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107075865A (en) * | 2014-08-18 | 2017-08-18 | 德勒斯勒环保技术有限责任公司 | With the concrete structure of module structure mode |
-
2013
- 2013-07-13 CN CN201320420462.XU patent/CN203420372U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107075865A (en) * | 2014-08-18 | 2017-08-18 | 德勒斯勒环保技术有限责任公司 | With the concrete structure of module structure mode |
| CN107075865B (en) * | 2014-08-18 | 2019-06-04 | 德勒斯勒环保技术有限责任公司 | With the concrete structure of module make |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140205 Termination date: 20180713 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |