CN212078668U - External corner template of shear wall - Google Patents
External corner template of shear wall Download PDFInfo
- Publication number
- CN212078668U CN212078668U CN202020373908.8U CN202020373908U CN212078668U CN 212078668 U CN212078668 U CN 212078668U CN 202020373908 U CN202020373908 U CN 202020373908U CN 212078668 U CN212078668 U CN 212078668U
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- template
- wall template
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- battens
- face
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Abstract
The shear wall external corner template consists of an inner large-surface wall template, an outer large-surface wall template and end lug templates, wherein a plurality of battens I are fixed on the outer side surface of the inner large-surface wall template, a plurality of battens II are fixed on the outer side surface of the outer large-surface wall template, battens III are fixed at two ends of the outer side surface of the end lug templates, the width of the end lug templates is the same as the thickness of the shear wall, two battens III on the end lug templates respectively extend outwards to form a tongue-and-groove by the thickness of one inner large-surface wall template and one outer large-surface wall template, and the inner large-surface wall template and the outer large-surface wall template are clamped in the rabbet of the end lug templates after being assembled. Compared with the prior art, the utility model discloses because interior large-face wall template just in time inlays into the tongue-and-groove of tip ear template with outer large-face wall template, when the mould rises appears in the template, the mortar must just can flow after the motion of two directions in the tongue-and-groove, has greatly increased the degree of difficulty that the mortar flows, reduces the mortar and flows to guarantee the impression quality of shear force wall external corner department concrete.
Description
Technical Field
The utility model relates to a construction template, especially a shear force wall external corner template.
Background
At present, the tongue-and-groove of the inner large-surface wall template and the outer large-surface wall template clamped on the end lug template of the shear wall external corner template in the prior art is not provided (namely, the end lug template is in right-angle butt joint with the inner large-surface wall template and the outer large-surface wall template), and the defect of the prior art is that mortar is easy to directly flow out from the butt joint when the template is expanded, so that concrete at the external corner of the shear wall is irregular, and the appearance quality is poor. Therefore, the design of the shear wall external corner template with difficult mortar outflow is a technical problem to be solved at present.
Disclosure of Invention
The utility model aims to solve the technical problem that a shear force wall external corner template that mortar is difficult for flowing out is provided.
The technical proposal of the utility model for solving the technical problem is that:
the shear wall external corner template consists of an inner large-surface wall template, an outer large-surface wall template and end lug templates, wherein a plurality of battens I are fixed on the outer side surface of the inner large-surface wall template, a plurality of battens II are fixed on the outer side surface of the outer large-surface wall template, battens III are fixed at two ends of the outer side surface of the end lug templates, the width of the end lug templates is the same as the thickness of the shear wall, two battens III on the end lug templates respectively extend outwards to form a tongue-and-groove by the thickness of one inner large-surface wall template and one outer large-surface wall template, and the inner large-surface wall template and the outer large-surface wall template are clamped in the rabbet of the end lug templates after being assembled.
As a preferred scheme of the utility model, interior large face wall template, outer large face wall template and tip otic placode thickness be 15mm, two flitch III (C1) on the tip otic placode are outwards stretched out 15mm respectively, the width of tongue-and-groove is shear force wall's thickness plus 2 x 15mm promptly.
As an optimized proposal of the utility model, the batten III on the end template is a flat batten with the specification of 50mm multiplied by 100mm, and the batten III and the end template are connected into a whole by iron nails.
As a preferred scheme of the utility model, the outer terminal surface of the flitch I of outer end on the interior big face wall template and the outer terminal surface parallel and level of interior big face wall template, the outer terminal surface of the flitch II of outer end on the outer big face wall template and the outer terminal surface parallel and level of outer big face wall template.
Compared with the prior art, the utility model discloses because interior large-face wall template just in time inlays into the tongue-and-groove of tip ear template with outer large-face wall template, when the mould rises appears in the template, the mortar must just can flow after the motion of two directions in the tongue-and-groove, has greatly increased the degree of difficulty that the mortar flows, reduces the mortar and flows to guarantee the impression quality of shear force wall external corner department concrete.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
fig. 2 is an installation sequence diagram of the present invention.
Detailed Description
A shear wall external corner template comprises an inner large-face wall template A, an outer large-face wall template B and end lug templates C, wherein a plurality of battens IA 1 are fixed on the outer side face of the inner large-face wall template A, a plurality of battens IIB 1 are fixed on the outer side face of the outer large-face wall template B, battens III C1 are fixed at two ends of the outer side face of each end lug template C, the width of each end lug template C is equal to the thickness of a shear wall, two battens III C1 on each end lug template C extend outwards to form a tongue-and-groove by the thickness of one inner large-face wall template A and one outer large-face wall template B respectively, and the inner large-face wall template A and the outer large-face wall template B are clamped in the rabbet of the end lug templates C after being assembled.
The thickness of the inner large-surface wall template A, the thickness of the outer large-surface wall template B and the thickness of the end lug template C are 15mm, two battens III C1 on the end lug template C respectively extend outwards for 15mm, namely the width of the tongue-and-groove is the sum of the thickness of the shear wall and 2 multiplied by 15 mm.
The batten III C1 on the end template C is a flat batten with the specification of 50mm multiplied by 100mm, and the batten III C1 and the end template C are connected into a whole by iron nails.
The outer end face of the batten IA 1 at the outermost end of the inner large-face wall formwork A is flush with the outer end face of the inner large-face wall formwork A, and the outer end face of the batten IIB 1 at the outermost end of the outer large-face wall formwork B is flush with the outer end face of the outer large-face wall formwork B.
Claims (4)
1. The shear wall external corner template is characterized in that a plurality of battens I (A1) are fixed on the outer side surface of the inner large-surface wall template (A), a plurality of battens II (B1) are fixed on the outer side surface of the outer large-surface wall template (B), battens III (C1) are fixed at two ends of the outer side surface of the end lug template (C), the width of the end lug template (C) is the same as the thickness of a shear wall, two battens III (C1) on the end lug template (C) extend outwards to form a groove by the thickness of the inner large-surface wall template (A) and the thickness of the outer large-surface wall template (B) respectively, and the inner large-surface wall template (A) and the outer large-surface wall template (B) are clamped in the groove of the end lug template (C) after being assembled.
2. The shear wall external corner template according to claim 1, wherein the thickness of the inner large-surface wall template (A), the outer large-surface wall template (B) and the end lug template (C) is 15mm, and two battens III (C1) on the end lug template (C) respectively extend outwards by 15mm, namely the width of the groove and tongue is the thickness of the shear wall plus 2 x 15 mm.
3. The shear wall external corner template according to claim 1, wherein the batten III (C1) on the end template (C) is a flat batten with the specification of 50mm x 100mm, and the batten III (C1) and the end template (C) are integrally connected through iron nails.
4. The shear wall external corner template according to claim 1, wherein the outer end face of the outermost batten I (A1) on the inner large-face wall template (A) is flush with the outer end face of the inner large-face wall template (A), and the outer end face of the outermost batten II (B1) on the outer large-face wall template (B) is flush with the outer end face of the outer large-face wall template (B).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020373908.8U CN212078668U (en) | 2020-03-23 | 2020-03-23 | External corner template of shear wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020373908.8U CN212078668U (en) | 2020-03-23 | 2020-03-23 | External corner template of shear wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212078668U true CN212078668U (en) | 2020-12-04 |
Family
ID=73561838
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020373908.8U Expired - Fee Related CN212078668U (en) | 2020-03-23 | 2020-03-23 | External corner template of shear wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212078668U (en) |
-
2020
- 2020-03-23 CN CN202020373908.8U patent/CN212078668U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210707 Address after: No.10, Tongyang East Road, Hai'an hi tech Development Zone, Nantong City, Jiangsu Province Patentee after: NANTONG DAXIN ENGINEERING Co.,Ltd. Patentee after: Shengjiawang Address before: Room 401, building 14, Xinning community, Hai'an town, Hai'an County, Nantong City, Jiangsu Province 226600 Patentee before: Shengjiawang |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201204 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |