CN201826522U - Inclined reinforced concrete wall form supporting system - Google Patents
Inclined reinforced concrete wall form supporting system Download PDFInfo
- Publication number
- CN201826522U CN201826522U CN2010205604594U CN201020560459U CN201826522U CN 201826522 U CN201826522 U CN 201826522U CN 2010205604594 U CN2010205604594 U CN 2010205604594U CN 201020560459 U CN201020560459 U CN 201020560459U CN 201826522 U CN201826522 U CN 201826522U
- Authority
- CN
- China
- Prior art keywords
- support device
- supporting device
- reinforced concrete
- concrete wall
- lower support
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses an inclined reinforced concrete wall form supporting system which is characterized by comprising an upper supporting device and a lower supporting device; the upper supporting device and the lower supporting device are connected through a bevel box; the upper supporting device and the lower supporting device are respectively provided with a runner and a plurality of limiting holes, and the limiting holes in the upper supporting device and the lower supporting device are connected through a supporting rod; a rotating shaft controls the upper supporting device incline within the range of 15-90 degrees; one sides of the upper supporting device and the lower supporting device, opposite to the bevel box, are respectively provided with a connector for splicing and extending the upper supporting device and the lower supporting device; and the supporting rod is a telescopic rod. The inclined reinforced concrete wall form supporting system solves the problems that the inclined form support of the 15-90 degree shear wall is difficult to construct and the inclination angle does not meet design requirements, and is an inclined shear wall form supporting system which meets the construction requirements, is safe and reliable, saves construction period, reduces the cost and can be repeatedly used.
Description
Technical field
The utility model relates to a kind of outside vertical surface of building 15-90 angle inclination reinforced concrete wall formwork bracing system.
Background technology
At present, buildings in general shearing metope is a vertical elevation, and its template is set up simple relatively, and support system only need guarantee that it vertically gets final product.Along with the development of society, for the requirement of facade effect or function of use, case history has many shear walls that tilt at a certain angle, as by traditional construction technology, is difficult to satisfy construction requirement and workmanship.
The utility model content
Technical problem to be solved in the utility model provides a kind of inclination reinforced concrete wall formwork bracing system, solves the inclination template support that is 15 degree-90 degree shear walls and establishes difficulty, and the angle of inclination does not meet the problem of designing requirement.
Technical problem to be solved in the utility model is achieved through the following technical solutions:
A kind of inclination reinforced concrete wall formwork bracing system is characterized in that: described support system comprises upper support device and lower support device, and described upper support device is connected by the angle box with the lower support device; Be equipped with slideway and a plurality of spacing hole on described upper support device and the lower support device, the upper support device is connected by support bar with spacing hole on the lower support device.
Described angle box comprises rotating shaft and rotating the needle, and rotating shaft outer rim place is provided with scale.
Described rotating shaft control upper support device tilts between the 15-90 degree.
The side that described upper support device is relative with the angle box with the lower support device is equipped with to splice and prolongs upper support device and lower support device connector.
Described support bar is an expansion link.
Template is connected by securing member with the upper support device.
Described lower support device is placed on the horizontal flooring of desiring to build under the tilt-wall projection.
Embedded anchor bar in described lower support device and the horizontal flooring is fixed.
The utlity model has following advantage:
15-90 degree inclination concrete shear force wall formwork bracing system dish at quarter of the present utility model directly shows the angle of inclination, conveniently accurately meets design requirement, and reduces error; Support system is provided with slideway and supported hole, is beneficial to moving and fixing of support bar, improves the safety of system; Support bar is scalable rod member, can make support bar be in best stressed angle position, and improve the accuracy at angle of inclination; This system can splice according to actual demands of engineering, and is simple and convenient, is applicable to all size type engineering.The utility model be can satisfy the construction needs, safe and reliable, save the duration, reduce cost, can have enough to meet the need the inclination shear wall formwork support system of use.
Description of drawings
Fig. 1 is a this patent tilt-wall formwork bracing system schematic diagram
Fig. 2 is a this patent system support bar slideway drawing
Among the figure: 1-upper support device, 2-lower support device, 3-angle box, 4-slideway, 5-spacing hole, 6-support bar, 7-securing member, the horizontal flooring of 8-, 9-embedded anchor bar, 10-connector, 11-template, 12-scale.
The specific embodiment
The utility model is described in further detail below in conjunction with Figure of description.
Shown in Fig. 1-2, a kind of inclination reinforced concrete wall formwork bracing system is characterized in that: described support system comprises upper support device 1 and lower support device 2, and described upper support device 1 is connected by angle box 3 with lower support device 2; Be equipped with slideway 4 and a plurality of spacing hole 5 on described upper support device 1 and the lower support device 2, upper support device 1 is connected by support bar 6 with spacing hole 5 on the lower support device 2.
Described angle box 3 comprises rotating shaft and rotating the needle, and rotating shaft outer rim place is provided with scale 12.
Described rotating shaft control upper support device 1 tilts between the 15-90 degree.
Described upper support device 1 and lower support device 2 and angle box 3 relative sides are equipped with can splice the connector 10 that prolongs upper support device and lower support device.
Described support bar 6 is an expansion link.
Described lower support device 2 is placed on the horizontal flooring of desiring to build under the tilt-wall projection 8.
Described lower support device 2 is fixing with the embedded anchor bar 9 in the horizontal flooring 8.
Claims (8)
1. inclination reinforced concrete wall formwork bracing system, it is characterized in that: described support system comprises upper support device and lower support device, described upper support device is connected by the angle box with the lower support device; Be equipped with slideway and a plurality of spacing hole on described upper support device and the lower support device, the upper support device is connected by support bar with spacing hole on the lower support device.
2. inclination reinforced concrete wall formwork bracing system as claimed in claim 1 is characterized in that: described angle box comprises rotating shaft and rotating the needle, and rotating shaft outer rim place is provided with scale.
3. inclination reinforced concrete wall formwork bracing system as claimed in claim 2 is characterized in that: described rotating shaft control upper support device tilts between the 15-90 degree.
4. inclination reinforced concrete wall formwork bracing system as claimed in claim 1 is characterized in that: the side that described upper support device is relative with the angle box with the lower support device is equipped with to splice and prolongs upper support device and lower support device connector.
5. inclination reinforced concrete wall formwork bracing system as claimed in claim 1 is characterized in that: described support bar is an expansion link.
6. inclination reinforced concrete wall formwork bracing system as claimed in claim 1 is characterized in that: template is connected by securing member with the upper support device.
7. inclination reinforced concrete wall formwork bracing system as claimed in claim 1 is characterized in that: described lower support device is placed on the horizontal flooring of desiring to build under the tilt-wall projection.
8. inclination reinforced concrete wall formwork bracing system as claimed in claim 7 is characterized in that: the embedded anchor bar in described lower support device and the horizontal flooring is fixed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010205604594U CN201826522U (en) | 2010-10-14 | 2010-10-14 | Inclined reinforced concrete wall form supporting system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2010205604594U CN201826522U (en) | 2010-10-14 | 2010-10-14 | Inclined reinforced concrete wall form supporting system |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201826522U true CN201826522U (en) | 2011-05-11 |
Family
ID=43965068
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2010205604594U Expired - Fee Related CN201826522U (en) | 2010-10-14 | 2010-10-14 | Inclined reinforced concrete wall form supporting system |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN201826522U (en) |
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102296762A (en) * | 2011-06-15 | 2011-12-28 | 董艳 | Free transformation type track |
CN104925476A (en) * | 2015-06-30 | 2015-09-23 | 郑州远东耐火材料有限公司 | Radial brick integrated installed-on-wall platform |
CN105544966A (en) * | 2016-01-29 | 2016-05-04 | 中国建筑第八工程局有限公司 | Formwork reinforcing system and construction method for large-angle veneer fair-faced inclined wall |
CN108756219A (en) * | 2018-06-19 | 2018-11-06 | 中国化学工程第六建设有限公司 | The support system of concrete structure |
CN110005203A (en) * | 2019-03-27 | 2019-07-12 | 中建三局集团有限公司 | A kind of adaptive tool-type sloping core form bracing system and application method |
-
2010
- 2010-10-14 CN CN2010205604594U patent/CN201826522U/en not_active Expired - Fee Related
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102296762A (en) * | 2011-06-15 | 2011-12-28 | 董艳 | Free transformation type track |
CN104925476A (en) * | 2015-06-30 | 2015-09-23 | 郑州远东耐火材料有限公司 | Radial brick integrated installed-on-wall platform |
CN104925476B (en) * | 2015-06-30 | 2016-12-28 | 郑州远东耐火材料有限公司 | Radial brick wall platform on the whole |
CN105544966A (en) * | 2016-01-29 | 2016-05-04 | 中国建筑第八工程局有限公司 | Formwork reinforcing system and construction method for large-angle veneer fair-faced inclined wall |
CN108756219A (en) * | 2018-06-19 | 2018-11-06 | 中国化学工程第六建设有限公司 | The support system of concrete structure |
CN110005203A (en) * | 2019-03-27 | 2019-07-12 | 中建三局集团有限公司 | A kind of adaptive tool-type sloping core form bracing system and application method |
CN110005203B (en) * | 2019-03-27 | 2021-02-09 | 中建三局集团有限公司 | Self-adaptive tool type inclined wall formwork supporting system and using method |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN201826522U (en) | Inclined reinforced concrete wall form supporting system | |
CN103132692B (en) | A kind of tilted cylinder erecting device and mold method | |
CN101864739B (en) | Bridge rotation device and bridge rotation construction method | |
CN112878535B (en) | Precast concrete wallboard connecting structure and construction method thereof | |
CN202787330U (en) | Post-cast strip template | |
CN202831751U (en) | Two-way dense rib type storage pocket barricade | |
CN203905483U (en) | Fixed keelson supporting template during structural arc construction | |
CN202787097U (en) | Variable-angle basket and longitudinal beam rotating device | |
CN204040471U (en) | A kind of Novel direct piece cap template | |
CN203795598U (en) | Precise positioning and mounting connection structure of assembled wallboards and beam body | |
CN201991144U (en) | Hanging stool for thickness-quality control of cast-in-place concrete floor upper-layer plate-rib protecting layer and concrete plate | |
CN103216033A (en) | Reinforced concrete prefabricated part with rib | |
CN205242988U (en) | Cantilever type steel with inclined support at bottom | |
CN202047595U (en) | Shear-wall strut member | |
CN205224581U (en) | High -rise outer wall outsourcing molding forming device | |
CN204738430U (en) | Concrete precast slab grade beam fetal membrane supports and positioning tool | |
CN201826512U (en) | Steel supporting platform for sectional hoisting of long-span special triangular truss | |
CN203977581U (en) | Steelframe rotatable interface | |
CN202248877U (en) | Reinforced concrete beam support plate for upper portion of window | |
CN203429878U (en) | Steel-structure floor board prefabricated in factory | |
CN202298904U (en) | Support beam frame | |
CN103711198B (en) | A kind of levels prefabricated balcony plate and and beam between support and connection structure | |
CN203160137U (en) | Pre-deflection device for structural support | |
CN202969935U (en) | Inner right angle location device of reinforced concrete wall base plate combination portion | |
CN202627473U (en) | Steel tripod support device in reinforced concrete hyperbolic curve cooling tower construction |
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: 20110511 Termination date: 20141014 |
|
EXPY | Termination of patent right or utility model |