CN201614739U - Template bracket for roofing oblique beam - Google Patents
Template bracket for roofing oblique beam Download PDFInfo
- Publication number
- CN201614739U CN201614739U CN2010201119621U CN201020111962U CN201614739U CN 201614739 U CN201614739 U CN 201614739U CN 2010201119621 U CN2010201119621 U CN 2010201119621U CN 201020111962 U CN201020111962 U CN 201020111962U CN 201614739 U CN201614739 U CN 201614739U
- Authority
- CN
- China
- Prior art keywords
- vertical
- roofing
- shuttering
- cant beam
- stupefied
- 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 - Lifetime
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Abstract
The utility model provides a template bracket for a roofing oblique beam, which belongs to the technical field of a roofing scaffold structure in building construction. A vertical rod, a transverse horizontal rod and a longitudinal horizontal rod are arranged on the top-layer concrete surface; primary ridges are arranged on the transverse horizontal rod and the longitudinal horizontal rod, a group of secondary ridges are respectively arranged on the primary ridges, each secondary ridge is provided with a bottom template and a side template, and a transverse bridging and a longitudinal load-bearing diagonal bracing are arranged on the vertical rod. The longitudinal load-bearing diagonal bracing is arranged along the direction of the inclined plane of the roofing oblique beam, so as to form a supporting system capable of effectively overcoming the impact of the horizontal force generated by an oblique concrete crossbeam, thereby effectively lowering the collapsing probability of the template bracket. Compared with the present template bracket, the template bracket in the utility model has the following characteristics: as fewer steel pipes are needed, the template bracket is quite economical; and the setting-up process of the template bracket is simpler, more convenient, more practical and more effective.
Description
Technical field
The utility model belongs to the technical field of roofing scaffolding structure in the building operations, is specifically related to a kind of roofing cant beam support for shuttering.
Background technology
Present " building operations fastener type steel pipe falsework tecnical regulations " DB33/1035-2006 of implementation in " building operations fastener type steel pipe scaffold technical specification of security " JGJ30-2001 that building trade is carried out and Zhejiang Province just, J10905-2006 is as regulation at falsework design and construction in the horizontal concrete structure engineering construction, for cant beam, the support for shuttering design of profiled beams such as camber beam is regulation not, the horizontal direction thrust of in construction at ordinary times, often having ignored horizontal concrete crossbeam, thereby cause support for shuttering to a direction total collapse, serious accident takes place.
The utility model content
At problems of the prior art, the purpose of this utility model is to provide a kind of technical scheme of roofing cant beam support for shuttering, formation can effectively solve the support system of the influence of the horizontal force that oblique concrete crossbeam produces, and effectively reduces the probability that support for shuttering caves in.
Described roofing cant beam support for shuttering, it is characterized in that on the top layer concrete surface, being provided with vertical rod, transverse horizontal bar, vertical equity bar, be provided with main stupefied on transverse horizontal bar, the vertical equity bar, one group of main stupefied upward placement is inferior stupefied, inferior stupefied soffit formwork and the side template of being provided with is provided with horizontal bridging and vertical load-bearing diagonal brace in the vertical rod.
Described roofing cant beam support for shuttering is characterized in that described side template arranged outside wood is stupefied, and wood is stupefied outer to be provided with Screw arbor with nut at both-ends after oblique steel pipe is set.
Described roofing cant beam support for shuttering is characterized in that being connected by fastener between described vertical rod, transverse horizontal bar, the vertical equity bar.
Described roofing cant beam support for shuttering is characterized in that two diagonal braces that intersect form horizontal bridging, and distance was 5 times of the vertical rod fore-and-aft distance between it was vertical.
Described roofing cant beam support for shuttering is characterized in that described vertical load-bearing diagonal brace meets the setting of roofing cant beam bevel direction, forms vertical bridging with vertical diagonal brace, and distance is 2 times of vertical load-bearing diagonal brace fore-and-aft distance between it.
Described roofing cant beam support for shuttering is characterized in that being provided with apart from top layer concrete surface 200-250mm place sweep the floor bar and vertical rod and is connected by fastener.
The utility model is met roofing cant beam bevel direction vertical load-bearing diagonal brace is set, formation can effectively solve the support system of the influence of the horizontal force that oblique concrete crossbeam produces, effectively reduce the probability that support for shuttering caves in, the steel pipe that more existing support for shuttering uses still less, accomplish economical and practically from economic aspect, set up simpler in the process, convenient, practical, effectively at support for shuttering.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the broken section enlarged diagram of Fig. 1.
Among the figure: 1-time is stupefied, the 2-side template, and 3-master is stupefied, 4-Screw arbor with nut at both-ends, 5-concrete crossbeam, the oblique steel pipe of 6-, 7-wood is stupefied, 8-vertical equity bar, 9-transverse horizontal bar, 10-diagonal brace, the 11-bar of sweeping the floor, the 12-vertical rod, the 13-soffit formwork, the vertical load-bearing diagonal brace of 14-, the vertical diagonal brace of 15-, 16-constructs brace.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further described.
Roofing cant beam support for shuttering as shown in the figure is provided with vertical rod 12, transverse horizontal bar 9, vertical equity bar 8 on the top layer concrete surface, be connected by fastener between vertical rod 12, transverse horizontal bar 9, the vertical equity bar 8.Sweep the floor bar 11 and vertical rod 12 are set apart from top layer concrete surface 200-250mm place are connected, increase the stability and the globality of integral formwork support frame by fastener.When the transverse horizontal bar 9 of support for shuttering topmost, vertical equity bar 8 at the bottom of the concrete beam during greater than 1m, be provided with in the beam bottom and construct brace 16 together, structure brace 16 and vertical rod 12 are connected the resistance to overturning of raising support for shuttering by fastener.Be provided with main stupefied 3 on transverse horizontal bar 9, the vertical equity bar 8, place on main stupefied 3 one group time stupefied 1, inferior stupefied 1 is provided with soffit formwork 13 and side template 2, side template 2 arranged outside wood stupefied 7, after outside the wood stupefied 7 oblique steel pipe 6 being set Screw arbor with nut at both-ends 4 is set, side template 2 is fixed, can concreting crossbeam 5.Horizontal bridging 10 and vertical load-bearing diagonal brace 14 are set in the vertical rod 12, and vertically load-bearing diagonal brace 14 forms vertical bridging with vertical diagonal brace 15, and distance is 2 times of vertical load-bearing diagonal brace 14 fore-and-aft distances between it.Vertically load-bearing diagonal brace 14 is met the setting of roofing cant beam bevel direction, and formation can effectively solve the support system of the influence of the horizontal force that oblique concrete crossbeam produces, and effectively reduces the probability that support for shuttering caves in.
Claims (6)
1. roofing cant beam support for shuttering, it is characterized in that on the top layer concrete surface, being provided with vertical rod (12), transverse horizontal bar (9), vertical equity bar (8), main stupefied (3) are set on transverse horizontal bar (9), the vertical equity bar (8), main stupefied (3) are gone up and are placed one group time stupefied (1), inferior stupefied (1) is provided with soffit formwork (13) and side template (2), and horizontal bridging (10) and vertical load-bearing diagonal brace (14) are set in the vertical rod (12).
2. roofing cant beam support for shuttering as claimed in claim 1 is characterized in that described side template (2) arranged outside wood stupefied (7), and wood stupefied (7) is provided with Screw arbor with nut at both-ends (4) after oblique steel pipe (6) being set outward.
3. roofing cant beam support for shuttering as claimed in claim 1 is characterized in that described vertical rod (12), transverse horizontal bar (9), vertical equity bar are connected by fastener between (8).
4. roofing cant beam support for shuttering as claimed in claim 1 is characterized in that two diagonal braces that intersect form horizontal bridging (10), and distance was 5 times of vertical rod (12) fore-and-aft distance between it was vertical.
5. roofing cant beam support for shuttering as claimed in claim 1, it is characterized in that described vertical load-bearing diagonal brace (14) meets the setting of roofing cant beam bevel direction, form vertical bridging with vertical diagonal brace (15), distance is 2 times of vertical load-bearing diagonal brace (14) fore-and-aft distance between it.
6. roofing cant beam support for shuttering as claimed in claim 1 is characterized in that apart from top layer concrete surface 200-250mm place the bar (11) of sweeping the floor being set is connected by fastener with vertical rod (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201119621U CN201614739U (en) | 2010-02-09 | 2010-02-09 | Template bracket for roofing oblique beam |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201119621U CN201614739U (en) | 2010-02-09 | 2010-02-09 | Template bracket for roofing oblique beam |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201614739U true CN201614739U (en) | 2010-10-27 |
Family
ID=43001110
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201119621U Expired - Lifetime CN201614739U (en) | 2010-02-09 | 2010-02-09 | Template bracket for roofing oblique beam |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201614739U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842195A (en) * | 2017-11-28 | 2018-03-27 | 广州市快易模板工程有限公司 | A kind of beam forms bracing reinforcement system |
| CN111535340A (en) * | 2020-05-09 | 2020-08-14 | 山东省地质矿产勘查开发局八〇一水文地质工程地质大队 | Method for treating dangerous rock mass above ancient building |
| CN113152884A (en) * | 2021-03-06 | 2021-07-23 | 厦门泰睿坤建设工程有限公司 | Top inclined gradient high formwork structure and construction method thereof |
-
2010
- 2010-02-09 CN CN2010201119621U patent/CN201614739U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107842195A (en) * | 2017-11-28 | 2018-03-27 | 广州市快易模板工程有限公司 | A kind of beam forms bracing reinforcement system |
| CN107842195B (en) * | 2017-11-28 | 2024-04-16 | 广州市快易模板工程有限公司 | Beam formwork support reinforcing system |
| CN111535340A (en) * | 2020-05-09 | 2020-08-14 | 山东省地质矿产勘查开发局八〇一水文地质工程地质大队 | Method for treating dangerous rock mass above ancient building |
| CN113152884A (en) * | 2021-03-06 | 2021-07-23 | 厦门泰睿坤建设工程有限公司 | Top inclined gradient high formwork structure and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20101027 |
|
| CX01 | Expiry of patent term |