CN201891261U - Arc-shaped oblique beam template - Google Patents
Arc-shaped oblique beam template Download PDFInfo
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- CN201891261U CN201891261U CN2010206386991U CN201020638699U CN201891261U CN 201891261 U CN201891261 U CN 201891261U CN 2010206386991 U CN2010206386991 U CN 2010206386991U CN 201020638699 U CN201020638699 U CN 201020638699U CN 201891261 U CN201891261 U CN 201891261U
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- cant beam
- main
- joist
- beam side
- oblique beam
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Abstract
The utility model relates to an arc-shaped oblique beam template. A primary keel on the end oblique beam side is vertical, and a secondary keel cushion block is arranged between the primary keel on the end oblique beam side and a secondary keel on the end oblique beam side for cushioning, so that the primary keel on the end oblique beam side can be in the vertical state; through an additional triangular support system constituted by an upper lock square, a lower lock square and an inclined strut on the primary keel on the oblique beam side, the overall stability of the template can be further ensured, and the deformation of the template due to collision caused by staff or extrusion caused by internal concrete can be avoided during the pouring process; and through the full-length end oblique beam bottom primary keel, one end of the generally-long end oblique beam bottom primary keel can support and tightly push an oblique beam side form primary keel, the other end extends to the outside of the primary keel on the end oblique beam side and is connected with the primary keel on the end oblique beam side into a whole, the synchronous erection of templates of a main oblique beam and an end oblique beam can be ingeniously realized, the mutual support can be realized, the stability of a whole template system can be ensured, and working time and support rods can be simultaneously saved. The arc-shaped oblique beam templates can be widely applied for the support of two and more arc-shaped oblique beam templates which are parallel.
Description
Technical field
The utility model relates to a kind of arc cant beam template.
Background technology
Along with the development of society and economy, stylish asd number increases, scale is big, quality is high, and the prosperity degree development of builing industry has been reached extremely.Numerous abnormally-structured application bring new technical task to construction technology.The arc cant beam is as a kind of building unit that is of little use, because its arc and oblique two dimension abnormal shape, the supporting of its concrete blinding in work progress has proposed very big challenge to existing straight beam template support technology.
The utility model content
The purpose of this utility model provides a kind of arc cant beam template, solve the technical problem that adds fixed of cant beam template; And it is poor to solve arc cant beam template versatility, the problem that utilization rate is low.
For achieving the above object, the utility model adopts following technical scheme:
A kind of arc cant beam template comprises end cant beam template, main cant beam template, the template of cornicing and support leverage, and be enclosed in the end cant beam, and around main cant beam and the cornicing between the two,
Described end cant beam template comprises end cant beam bed die, be supported at the bottom of the end cant beam of end cant beam bed die bottom surface main joist, end cant beam side form at the bottom of the secondary joist and end cant beam and be supported on end cant beam side form side end cant beam side secondary joist and end cant beam side main joist;
Described main cant beam template comprises main cant beam bed die, is supported on the main cant beam bed die secondary joist and the main cant beam bed die main joist of main cant beam bed die bottom surface, main cant beam side form and the main cant beam side form secondary joist and the main cant beam side form main joist that are supported on main cant beam side form side, main joist and main cant beam bed die main joist all are supported on support bar and fasten at the bottom of the described end cant beam;
The described template of cornicing comprises cornice bed die and the Guttr board secondary joist that is supported on soffit that is supported on soffit, and described Guttr board secondary joist withstands on relative end cant beam side main joist and the main cant beam side form main joist;
Described end cant beam side form all installs according to the beam gradient is parallel with main cant beam side form, described end cant beam side main joist vertically installs, be lined with the secondary joist chock between itself and the end cant beam side secondary joist, its outer lower end is added with fixedly chock, the top is provided with the fore shaft flitch, the described oblique diagonal brace that is supported with in fore shaft flitch bottom surface of going up, diagonal brace is fixed by following fore shaft flitch with main joist intersection at the bottom of the end cant beam, the described fore shaft flitch of going up, following fore shaft flitch, diagonal brace and end cant beam side main joist form triangle self-locking system, main joist is elongated at the bottom of the described end cant beam, and extends to main cant beam side form main joist lateral surface and hold out against with it.
Described end cant beam bed die, main cant beam bed die and the bed die that cornices are the two-sided overlay film composite board of multilayer.
Described end cant beam side form and main cant beam side form are the curved panel that arc plastic front board, arc glass steel facing, arc fiber panel, arc steel facing, arc bamboo panel or straight wooden form are put together.
Described main cant beam side form main joist is by the through-wall bolt drawknot.
Compared with prior art the utlity model has following characteristics and beneficial effect:
At first, by vertically and between the end cant beam side secondary joist filling up secondary joist pad (wood) piece, realize that end cant beam side main joist is positioned at vertically, has increased stability at end cant beam side main joist.
Secondly, by set up the gusseted system that fore shaft flitch, following fore shaft flitch and diagonal brace are formed at cant beam side main joist, further guaranteed the resistance to overturning of template, avoided in the process of building because personnel's collision or inner concrete extruding cause template deformation.
Moreover, by adopting at the bottom of the elongated end cant beam main joist to make the one end support cant beam side form main joist and holding out against, the other end extends to outside the end cant beam side main joist and is connected to integral body with end cant beam side main joist, realize main cant beam cleverly and held the template synchronous of cant beam to set up, support mutually, guarantee the stability of whole template system, saved man-hour and supporting rod simultaneously.
The utility model can be widely used in installing of two and the above arc cant beam template that is parallel to each other.
Description of drawings
The utility model is described in more detail below in conjunction with accompanying drawing.
Fig. 1 is a structural representation of the present utility model.
Fig. 2 is Figure 1A-A sectional view.
Reference numeral: 1-holds cant beam, 2-master's cant beam, 3-cornices, 4-end cant beam bed die, 5-end cant beam side form, the 6-bed die that cornices, secondary joist at the bottom of the 7-end cant beam, main joist at the bottom of the 8-end cant beam, 9-end cant beam side secondary joist, 10-secondary joist chock, 11-end cant beam side main joist, 12-supports the cant beam bed die, 13-master's cant beam side form, 14-master's cant beam bed die secondary joist, 15-master's cant beam bed die secondary joist, 16-master's cant beam side form secondary joist, 17-master's cant beam side form main joist, the 18-through-wall bolt, fore shaft flitch under the 19-, the last fore shaft flitch of 20-, the 21-diagonal brace, 22-supports leverage, 23-Guttr board secondary joist, 24-is chock fixedly.
The specific embodiment
Embodiment is referring to Fig. 1～shown in Figure 2, and a kind of arc cant beam template comprises end cant beam template, main cant beam template, the template of cornicing and support leverage, and be enclosed in end cant beam 1, and main cant beam 2 and cornicing around 3 between the two,
Described end cant beam template comprises end cant beam bed die 4, be supported at the bottom of the end cant beam of end cant beam bed die 4 bottom surfaces main joist 8, end cant beam side form 5 at the bottom of the secondary joist 7 and end cant beam and be supported on end cant beam side form 5 sides end cant beam side secondary joist 9 and end cant beam side main joist 11.
Described main cant beam template comprises main cant beam bed die 12, is supported on the main cant beam bed die secondary joist 14 and the main cant beam bed die main joist 15 of main cant beam bed die 12 bottom surfaces, main cant beam side form 13 and the main cant beam side form secondary joist 16 and the main cant beam side form main joist 17 that are supported on main cant beam side form 13 sides, main joist 8 and main cant beam bed die main joist 15 all are supported on and support on the leverage 22 at the bottom of the described end cant beam.
The described template of cornicing comprises cornice bed die 6 and the Guttr board secondary joist 23 that is supported on soffit that is supported on soffit, and described Guttr board secondary joist 23 withstands on relative the end cant beam side main joist 11 and main cant beam side form main joist 17.
Described end cant beam side form 5 all installs according to the beam gradient is parallel with main cant beam side form 13, described end cant beam side main joist 11 vertically installs, be lined with secondary joist chock 10 between itself and the end cant beam side secondary joist 9, its outer lower end is added with fixedly chock 24, the top is provided with fore shaft flitch 20, the described oblique diagonal brace 21 that is supported with in fore shaft flitch 20 bottom surfaces of going up, diagonal brace is fixed by following fore shaft flitch with main joist 8 intersections at the bottom of the end cant beam, the described fore shaft flitch 20 of going up, following fore shaft flitch 19, diagonal brace 21 and end cant beam side main joist 11 form triangle self-locking system, main joist 8 is elongated at the bottom of the described end cant beam, and extends to main cant beam side form main joist 17 lateral surfaces and hold out against with it.
Described end cant beam bed die 4, main cant beam bed die 12 and the bed die 6 that cornices are the two-sided overlay film composite board of multilayer.
The curved panel that described end cant beam side form 5 and main cant beam side form 13 are put together for arc plastic front board, arc glass steel facing, arc fiber panel, arc steel facing, arc bamboo panel or straight wooden form.
Described main cant beam side form main joist 17 is by through-wall bolt 18 drawknots.
Claims (4)
1. arc cant beam template comprises end cant beam template, main cant beam template, the template of cornicing and support leverage, and be enclosed in end cant beam (1), main cant beam (2) and between the two cornice (3) on every side, it is characterized in that:
Described end cant beam template comprises end cant beam bed die (4), be supported at the bottom of the end cant beam of end cant beam bed die (4) bottom surface at the bottom of the secondary joist (7) and end cant beam main joist (8), end cant beam side form (5) and be supported on the end cant beam side secondary joist (9) of end cant beam side form (5) side and hold cant beam side main joist (11);
Described main cant beam template comprises main cant beam bed die (12), is supported on the main cant beam bed die secondary joist (14) and the main cant beam bed die main joist (15) of main cant beam bed die (12) bottom surface, main cant beam side form (13) and the main cant beam side form secondary joist (16) and the main cant beam side form main joist (17) that are supported on main cant beam side form (13) side, main joist (8) and main cant beam bed die main joist (15) all are supported on and support on the leverage (22) at the bottom of the described end cant beam;
The described template of cornicing comprises bed die that cornices (6) that is supported on soffit and the Guttr board secondary joist (23) that is supported on soffit, and described Guttr board secondary joist (23) withstands on relative the end cant beam side main joist (11) and main cant beam side form main joist (17);
Described end cant beam side form (5) all installs according to the beam gradient is parallel with main cant beam side form (13), described end cant beam side main joist (11) vertically installs, be lined with secondary joist chock (10) between itself and end cant beam side secondary joist (9), its outer lower end is added with fixedly chock (24), the top is provided with fore shaft flitch (20), the described oblique diagonal brace (21) that is supported with in fore shaft flitch (20) bottom surface of going up, diagonal brace is fixed by following fore shaft flitch with main joist (8) intersection at the bottom of the end cant beam, the described fore shaft flitch (20) of going up, following fore shaft flitch (19), diagonal brace (21) and end cant beam side main joist (11) form triangle self-locking system, main joist (8) is elongated at the bottom of the described end cant beam, and extends to main cant beam side form main joist (17) lateral surface and hold out against with it.
2. arc cant beam template according to claim 1 is characterized in that: described end cant beam bed die (4), main cant beam bed die (12) and the bed die that cornices (6) are the two-sided overlay film composite board of multilayer.
3. arc cant beam template according to claim 1 is characterized in that: described end cant beam side form (5) and main cant beam side form (13) are the curved panel that arc plastic front board, arc glass steel facing, arc fiber panel, arc steel facing, arc bamboo panel or straight wooden form are put together.
4. arc cant beam template according to claim 1 is characterized in that: described main cant beam side form main joist (17) is by through-wall bolt (18) drawknot.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206386991U CN201891261U (en) | 2010-12-02 | 2010-12-02 | Arc-shaped oblique beam template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206386991U CN201891261U (en) | 2010-12-02 | 2010-12-02 | Arc-shaped oblique beam template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201891261U true CN201891261U (en) | 2011-07-06 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206386991U Expired - Fee Related CN201891261U (en) | 2010-12-02 | 2010-12-02 | Arc-shaped oblique beam template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201891261U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102828617A (en) * | 2011-12-31 | 2012-12-19 | 常熟古建园林建设集团有限公司 | Circular beam form bracing quality control method |
| CN113565323A (en) * | 2021-09-28 | 2021-10-29 | 上海建工五建集团有限公司 | Formwork supporting system of inner inclined structure and construction method thereof |
-
2010
- 2010-12-02 CN CN2010206386991U patent/CN201891261U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102828617A (en) * | 2011-12-31 | 2012-12-19 | 常熟古建园林建设集团有限公司 | Circular beam form bracing quality control method |
| CN113565323A (en) * | 2021-09-28 | 2021-10-29 | 上海建工五建集团有限公司 | Formwork supporting system of inner inclined structure and construction method thereof |
| CN113565323B (en) * | 2021-09-28 | 2021-12-17 | 上海建工五建集团有限公司 | Formwork supporting system of inner inclined 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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110706 Termination date: 20151202 |
|
| EXPY | Termination of patent right or utility model |