CN204326302U - Clear-water concrete shear wall and interior infilled wall junction construct - Google Patents
Clear-water concrete shear wall and interior infilled wall junction construct Download PDFInfo
- Publication number
- CN204326302U CN204326302U CN201420678442.7U CN201420678442U CN204326302U CN 204326302 U CN204326302 U CN 204326302U CN 201420678442 U CN201420678442 U CN 201420678442U CN 204326302 U CN204326302 U CN 204326302U
- Authority
- CN
- China
- Prior art keywords
- wall
- interior
- shear wall
- infilled
- clear
- 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.)
- Active
Links
Landscapes
- Curing Cements, Concrete, And Artificial Stone (AREA)
Abstract
The utility model discloses clear-water concrete shear wall and interior infilled wall junction constructs, comprise clear-water concrete shear wall and interior infilled wall, shear wall is in the both sides indent with the horizontal or vertical junction of interior infilled wall, form bar shaped concave surface, concave surface plastered by alkali-proof glass fiber mesh and plain-water slurry and basic unit after in infilled wall adhesion, and carry out finish coat with cement paste, and shear wall to be positioned at after the part cement paste finish coat of concave surface with remainder surface be same level.The utility model has the advantages that: after adopting structure of the present utility model, shear wall and interior infilled wall junction not easily produce plaster cracking, and there is clear-water concrete effect due to shear wall, without the need to plastering, both saved material, reduced construction pollution, and saved again and reprocess expense, meanwhile, the planeness of surface of wall and impression quality also better.
Description
Technical field
The utility model relates to a kind of architectural construction, particularly relates to clear-water concrete shear wall and interior infilled wall junction constructs.
Background technology
For the building of frame-shear-wall structure, if shear wall achieves clear-water concrete effect, then can cancel and plastering, material can be saved like this, reduce construction pollution, also can avoid causing disagreement because of the common quality defect of plastering, thus expense is reprocessed in saving simultaneously.But, interior infilled wall will be plastered, for preventing causing different basic unit (concrete shear force wall and infilled wall) junction plaster cracking because body of wall base material coefficient of deformation difference, common way is that two kinds of substrate surface stickups socket net in junction, as alkali proof fiber grid cloth, wire lath etc., then plaster again on its surface, cover drawknot net, this way produces a problem, after stickup drawknot net and surface plastering layer thereof complete, sticking area can protrude clear-water concrete cuts surface, thus affects the planeness on clear-water concrete shear wall surface.In order to eliminate this impact, existing way expands drawknot net surface to plaster width, make sticking area protrude the global error of concrete surface weakened, but this processing method can affect faced concrete surface impression quality.
Utility model content
Technical problem to be solved in the utility model is to provide one and not easily produces plaster cracking, and surface finish and impression quality preferably clear-water concrete shear wall and interior infilled wall junction construct.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is:
Clear-water concrete shear wall and interior infilled wall junction construct, comprise clear-water concrete shear wall and interior infilled wall, shear wall is in the both sides indent with the horizontal or vertical junction of interior infilled wall, form bar shaped concave surface, concave surface plastered by grid cloth and plain-water slurry and basic unit after in infilled wall adhesion, and carry out finish coat with cement paste, and shear wall to be positioned at after the part cement paste finish coat of concave surface with remainder surface be same level.
Wherein, above-mentioned grid cloth is alkali-proof glass fiber mesh.
The degree of depth of above-mentioned concave surface is 2.2-3mm.
Compared with prior art, the utility model has the advantages that: after adopting structure of the present utility model, shear wall and interior infilled wall junction not easily produce plaster cracking, and there is clear-water concrete effect due to shear wall, without the need to plastering, both saved material, reduce construction pollution, save again and reprocess expense, meanwhile, the planeness of surface of wall and impression quality are also better.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the utility model is described in further detail.
Fig. 1 is the structural representation of the utility model when vertical handing-over;
Fig. 2 is the structural representation of the utility model shear wall formwork when vertical handing-over;
Fig. 3 is the structural representation of the utility model when level joins;
Fig. 4 is the structural representation of the utility model shear wall formwork when level joins.
Wherein, 1, rectangular steel plates, 2, bamboo slab rubber, 3, steel mesh reinforcement, 4, alkali-proof glass fiber mesh, 5, plain-water slurry, 6, cement paste, 7, shear wall, 8, interior infilled wall, 9, split bolt, 10, type steel support.
Detailed description of the invention:
Embodiment 1
As shown in Figure 1, clear-water concrete shear wall and interior infilled wall junction construct, comprise clear-water concrete shear wall 7 and interior infilled wall 8, shear wall 7 is in the both sides indent with the interior vertical junction of infilled wall 8, form bar shaped concave surface, the degree of depth of concave surface is 2.5mm, concave surface plastered with basic unit by alkali-proof glass fiber mesh 4 and the plain-water slurry 5 of mixing 108 glue (volume is 20%) after interior infilled wall 8 adhesion, and carry out finish coat with the 1:2 cement paste 6 mixing 108 glue (volume is 15%), and shear wall 7 to be positioned at after part cement paste 6 finish coat of concave surface with remainder surface be same level.
Above-mentioned structure implements like this:
(1) thickness is adopted to be that the bamboo slab rubber 2 of 9mm makes shear wall formwork, as shown in Figure 2, steel mesh reinforcement 3 is installed in template inside, the split bolt tension 9 of template both sides, template external application type steel support 10 is fixed, and template inwall is positioned at shear wall 7 junction vertical with infilled wall 8 and fixes rectangular steel plates 1 by self tapping wood screw; Wherein, the thickness of rectangular steel plates 1 is 2.5mm, and its length is the length of shear wall 7 and interior infilled wall 8 junction, and its width is infilled wall 8 thickness in 300mm+;
(2) in template, pour into a mould clear-water concrete, obtained shear wall 7 after shaping form removal, the region that this shear wall 7 surface is positioned at template rectangular steel plates 1 place forms bar shaped concave surface;
(3) internally infilled wall 8 carries out basic unit and plasters after process, alkali-proof glass fiber mesh 4 is bonded in junction by the plain-water slurry 5 that 108 glue (volume is 20%) are mixed in utilization, the width of the alkali-proof glass fiber mesh 4 of two kinds of body of wall every limit bondings is 150mm, adopts this plain-water slurry 5 to do swabbing plucking to interior infilled wall 8 surface simultaneously;
(4) bonding and after swabbing plucking completes a day, utilizes the 1:2 cement paste 6 mixing 108 glue (volume is 15%) to do finish coat, and wherein, it is same level that shear wall 7 to be positioned at after part cement paste 6 finish coat of concave surface with remainder surface.
Embodiment 2
As shown in Figure 3, clear-water concrete shear wall and interior infilled wall junction construct, comprise clear-water concrete shear wall 7 and interior infilled wall 8, shear wall 7 is in the both sides indent with the interior horizontal junction of infilled wall 8, form bar shaped concave surface, the degree of depth of concave surface is 2.5mm, concave surface plastered with basic unit by alkali-proof glass fiber mesh 4 and the plain-water slurry 5 of mixing 108 glue (volume is 20%) after interior infilled wall 8 adhesion, and carry out finish coat with the 1:2 cement paste 6 mixing 108 glue (volume is 15%), and shear wall 7 to be positioned at after part cement paste 6 finish coat of concave surface with remainder surface be same level.
Above-mentioned structure implements like this:
(1) thickness is adopted to be that the bamboo slab rubber 2 of 9mm makes shear wall formwork, as shown in Figure 4, steel mesh reinforcement 3 is installed in template inside, the split bolt tension 9 of template both sides, template external application type steel support 10 is fixed, and template inwall is positioned at shear wall 7 and fixes rectangular steel plates 1 with the horizontal junction of infilled wall 8 by self tapping wood screw; Wherein, the thickness of rectangular steel plates 1 is 2.5mm, and its length is the length of shear wall 7 and interior infilled wall 8 junction, and its width is 150mm;
(2) in template, pour into a mould clear-water concrete, obtained shear wall 7 after shaping form removal, the region that this shear wall 7 surface is positioned at template rectangular steel plates 1 place forms bar shaped concave surface;
(3) internally infilled wall 8 carries out basic unit and plasters after process, alkali-proof glass fiber mesh 4 is bonded in junction by the plain-water slurry 5 that 108 glue (volume is 20%) are mixed in utilization, the width of the alkali-proof glass fiber mesh 4 of two kinds of body of wall every limit bondings is 150mm, adopts this plain-water slurry 5 to do swabbing plucking to interior infilled wall 8 surface simultaneously;
(4) bonding and after swabbing plucking completes a day, utilizes the 1:2 cement paste 6 mixing 108 glue (volume is 15%) to do finish coat, and wherein, it is same level that shear wall 7 to be positioned at after part cement paste 6 finish coat of concave surface with remainder surface.
Two body of wall junctions are made not easily to produce plaster cracking by above-described embodiment; the planeness of surface of wall and impression quality are also better; certainly; these are only to the utility model preferred embodiment; not the utility model is done to the restriction of other form; all the utility model plan content that do not come off, according to technical spirit of the present utility model to any simple modification made for any of the above embodiments, equivalent variations and remodeling, all drop in protection domain of the present utility model.
Claims (3)
1. clear-water concrete shear wall and interior infilled wall junction construct, comprise clear-water concrete shear wall and interior infilled wall, it is characterized in that: described shear wall is in the both sides indent with the horizontal or vertical junction of interior infilled wall, form bar shaped concave surface, described concave surface plastered by grid cloth and plain-water slurry and basic unit after in infilled wall adhesion, and carry out finish coat with cement paste, and described shear wall to be positioned at after the part cement paste finish coat of concave surface with remainder surface be same level.
2. clear-water concrete shear wall according to claim 1 and interior infilled wall junction construct, and it is characterized in that: described grid cloth is alkali-proof glass fiber mesh.
3. clear-water concrete shear wall according to claim 1 and interior infilled wall junction construct, and it is characterized in that: the degree of depth of described concave surface is 2.2-3mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420678442.7U CN204326302U (en) | 2014-11-14 | 2014-11-14 | Clear-water concrete shear wall and interior infilled wall junction construct |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420678442.7U CN204326302U (en) | 2014-11-14 | 2014-11-14 | Clear-water concrete shear wall and interior infilled wall junction construct |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204326302U true CN204326302U (en) | 2015-05-13 |
Family
ID=53162676
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420678442.7U Active CN204326302U (en) | 2014-11-14 | 2014-11-14 | Clear-water concrete shear wall and interior infilled wall junction construct |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204326302U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104389362A (en) * | 2014-11-14 | 2015-03-04 | 江苏南通三建集团有限公司 | Junction structure of bare concrete shear wall and inner filler wall and implementation method thereof |
-
2014
- 2014-11-14 CN CN201420678442.7U patent/CN204326302U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104389362A (en) * | 2014-11-14 | 2015-03-04 | 江苏南通三建集团有限公司 | Junction structure of bare concrete shear wall and inner filler wall and implementation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US10583580B2 (en) | Sand aerated concrete panel embedded with wire box and wire conduit and method for preparing same | |
| CN102733596A (en) | Construction method of fair-faced concrete structure node templates | |
| CN102433958A (en) | Prefabricated wall board construction member | |
| CN104389362B (en) | The implementation that clear-water concrete shear wall is constructed with interior filling wall junction | |
| CN202099901U (en) | Troweling structure for treatment on junction part of concrete wall column and filler wall | |
| CN105649235A (en) | Construction technique for MS dense thin-wall building block filling | |
| CN103216050A (en) | Construction method for mounting eave rafters of antique buildings | |
| CN203430029U (en) | Drip groove formwork | |
| CN102561691A (en) | Method for eliminating cracking of joint between fair-faced concrete shear wall and masonry | |
| CN204326302U (en) | Clear-water concrete shear wall and interior infilled wall junction construct | |
| CN104612343A (en) | Method for constructing extruded polystyrene board molding of building outer wall | |
| CN206128619U (en) | Veneer clear water concrete form system | |
| CN206829428U (en) | A kind of light steel lightweight concrete exempts from form removal wall body structure | |
| WO2012123964A2 (en) | Casting designer walls for building by using moulds | |
| CN202899522U (en) | Mounting structure for small-dimension veneering building materials | |
| CN206956795U (en) | Concrete prefabricated aproll | |
| CN201521063U (en) | Removal-free water dripping tank | |
| CN104234425A (en) | Plastering omitting process for shear wall structure | |
| CN104018672B (en) | It is a kind of that single surface formwork is thin smears concrete partition construction technology | |
| CN104131697A (en) | Tool type formwork system for kitchen and bath concrete waterproof guide wall and construction method of tool type formwork system | |
| CN104727482A (en) | Novel concrete wallboard and construction process | |
| CN203891261U (en) | Thin-coated concrete partition wall | |
| CN204252406U (en) | A kind of small-sized section bar large area laying structure | |
| CN105464242A (en) | Building method of plastering-free high-precision infilled wall | |
| CN201649626U (en) | Die plate component for grouting wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 226100 Jiangsu city of Nantong Province Haimen Shishan Road No. 131 Patentee after: JIANGSU NANTONG SANJIAN CONSTRUCTION GROUP Co.,Ltd. Address before: 226100 Jiangsu city of Nantong Province Haimen Shishan Road No. 131 Patentee before: NANTONG NO.3 CONSTRUCTION GROUP Co.,Ltd. |
|
| CP01 | Change in the name or title of a patent holder | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20221101 Granted publication date: 20150513 |
|
| PP01 | Preservation of patent right |