CN203905423U - Novel door frame beam supporting system - Google Patents
Novel door frame beam supporting system Download PDFInfo
- Publication number
- CN203905423U CN203905423U CN201420336871.6U CN201420336871U CN203905423U CN 203905423 U CN203905423 U CN 203905423U CN 201420336871 U CN201420336871 U CN 201420336871U CN 203905423 U CN203905423 U CN 203905423U
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- CN
- China
- Prior art keywords
- door frame
- supporting system
- adjustable
- support system
- diagonal brace
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- 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
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Abstract
The utility model provides a novel door frame beam supporting system, which belongs to a supporting system for building horizontal structure construction. The novel door frame beam supporting system comprises a standard door frame, inclined struts, a wood I beam, an adjustable bottom supporter, an adjustable top supporter and a main beam, wherein the bottom of the standard door frame is provided with two inclined struts, the adjustable bottom supporter and the adjustable top supporter are respectively and fixedly arranged at the bottom and the top of the standard door frame, and the wood I beam is placed on the main beam arranged at the top of the standard door frame. The novel door frame beam supporting system has the characteristics that the materials and the labor are saved, in addition, cleanness is realized, the space is large, the passing is convenient, and the like.
Description
technical field:
the utility model belongs to the realm of building construction, is specifically related to a kind of door frame beam support system, is a kind of building level structure construction support system.
background technology:
In highrise building building structure top board construction, the supporting system such as conventional steel fastener and bowl fastening type scaffold exist use material many, tear open the amount of labour used large, pacify and tear the drawbacks such as narrow space, construction efficiency are low open, for solving all drawbacks of traditional supporting system, different manufacturers is developed dissimilar supporting system, but problem is not all solved.
utility model content:
For overcoming deficiency of the prior art, the utility model provides a kind of and take structure back timber as main layout door frame supporting system, can select different door frame spacing according to beam section size and load situation, door frame bottom arranges two diagonal brace drawknot points, selects flexibly the setting position of diagonal brace according to different door frame spacing and load situation.
The technical scheme that the utility model provides is:
A kind of type gate supporting system of setting a roof beam in place is provided, described supporting system is building level structure construction supporting system, described supporting system comprises standard door frame, diagonal brace, wooden H-beam, adjustable collet and adjustable jack and girder, wherein said standard door frame bottom arranges two diagonal braces, adjustable collet and adjustable jack are separately fixed at bottom and the top of described standard door frame, and described wooden H-beam is placed on the girder of described standard gate top of the trellis;
Further, described door frame beam support system also comprises side door frame;
Further, described standard door frame comprises that vertical rod, truss cross tube, brace, truss sheer pole and diagonal brace buckle;
Further, described diagonal brace button is used for connecting diagonal brace, and the position of described diagonal brace is selected according to the spacing of described door frame and load;
Further, described supporting system and roof plate template and back timber template are used in conjunction with, and install described roof plate template and back timber template on described wooden H-beam, are arranged symmetrically with described adjustable collet under described back timber template;
Further, the setting of adjustable collet can be selected spacing 0.9m and two kinds of modes of 1.2m;
Further, described adjustable jack is U-shaped holder.
The beneficial effects of the utility model are:
1) utilize door frame top truss supporting back timber template, utilize door frame vertical rod top support plate template, back timber and roof plate supporting consider to make the bearing capacity of each rod member of door frame to be not fully exerted simultaneously, save material;
2) monolithic door frame is lightweight, singlely just can carry, quick for installation, easy and simple to handle, has greatly shortened the template installation and removal time, has improved work efficiency, disposable simply in place, has exempted a lot of disassembly processes, accelerates speed of application;
3) take structure back timber as main layout door frame supporting system, can select different door frame spacing according to beam section size and load situation, door frame bottom arranges two diagonal brace drawknot points, selects flexibly the setting position of diagonal brace according to different door frame spacing and load situation;
4) utilize the truss of twice cross bar and brace composition as back timber pattern board supporting, use the vertical rod of door frame both sides to support as roof plate template, between adjacent parallel door frame, wooden H-beam is set, as roof plate template supporting between twice beam, material-saving saving of labor, and there is the features such as clean and tidy, space is large, be convenient to pass through;
5) utilize door frame bottom bar to lay interim scaffold floor and can provide the scope of operation for template construction operating personnel.
accompanying drawing explanation:
Fig. 1 is the structural representation of the utility model door frame beam support system;
Fig. 2 is the structural representation of the utility model standard door frame;
Fig. 3 is the structural representation of the utility model side door frame;
Fig. 4 is the structural representation of roof plate template and back timber template in the utility model.
the specific embodiment:
?the specific embodiment of the present utility model will elaborate to the utility model according to Figure of description:
Referring to Fig. 1, door frame beam support system of the present utility model comprises standard door frame 1, diagonal brace 2, wooden H-beam 3, adjustable collet 4 and adjustable jack 5 and girder 7.
Referring to Fig. 2, described standard door frame 1 comprises that vertical rod 11, truss cross tube 12, brace 13, truss sheer pole 14 and diagonal brace buckle 15.
In described door frame 1 bottom, two diagonal braces 2 are set, can select flexibly according to the spacing of different door frame 1 and load situation the setting position of diagonal brace 2; Diagonal brace 2 connects into an integral body by the pin being fixed on standard door frame 1 by standard door frame; Adjustable collet 4 and adjustable jack 5 are separately fixed at standard door frame 1 bottom and top, and wooden H-beam 3 is directly placed on the girder 7 at described standard door frame 1 top.
This door frame beam support system can also comprise that side door frame 6(is referring to Fig. 3), if facing limit, back timber end can use side door frame 6;
Take structure back timber as main layout door frame supporting system, can select according to beam section size and load situation the spacing of different door frame 1.
Operating principle:
Use this supporting system, should according to back timber and top board concrete condition, adjust load and the stressing conditions in each position construction by professional, do special constructure scheme.Specific construction step is as follows:
(1) according to the position of structure back timber, under back timber template 9, be arranged symmetrically with adjustable collet 4, the direction of collet 4 vertical top beam forms 9 is arranged symmetrically with beam center line, centreline spacing is 1.2m, and the setting of adjustable collet 4 can be selected spacing 0.9m and two kinds of modes of 1.2m in conjunction with upper load situation.
(2) direction of standard door frame 1 vertical stratification back timber is placed on adjustable collet 4, according to supporting spacing, sets diagonal brace 2, if limit is faced in back timber end, can use side door frame 6.
(3) at standard door frame 1 top, place adjustable jack 5, adjustable jack 5 is U-shaped holder, and door frame 1 top truss (twice cross bar and brace form) is located to place interim scaffold floor, convenient working personnel operation.
(4) adjust the height of jacking 5, at the top of jacking 5, place girder 7, behind location, install fixture on request.
(5) according to above step, complete door frame and girder 7 settings of adjacent beams.
(6) wooden H-beam of corresponding length 3 is fixed on adjacent girder 7.
(7) at the door frame setting, support and above wooden H-beam, install roof plate template 8 and back timber template 9, roof plate template 8 can directly be followed closely on wooden H-beam 3.
(8) in the template installing, tie up reinforcing bar, carry out concreting.
The utility model utilizes the truss of twice cross bar and brace composition as back timber pattern board supporting, use the vertical rod of door frame both sides to support as roof plate template, between adjacent parallel door frame, wooden H-beam is set, as roof plate template supporting between twice girder, require material-saving saving of labor, and there is the features such as clean and tidy, space is large, be convenient to pass through.
Claims (7)
1. the type gate supporting system of setting a roof beam in place, described supporting system is building level structure construction supporting system, it is characterized in that, described supporting system comprises standard door frame (1), diagonal brace (2), wooden H-beam (3), adjustable collet (4) and adjustable jack (5) and girder (7), wherein said standard door frame (1) bottom arranges two diagonal braces (2), adjustable collet (4) and adjustable jack (5) are separately fixed at bottom and the top of described standard door frame (1), described wooden H-beam (3) is placed on the girder (7) at described standard door frame (1) top.
2. door frame beam support system according to claim 1, is characterized in that, described door frame beam support system also comprises side door frame (6).
3. door frame beam support system according to claim 1, is characterized in that, described standard door frame (1) comprises that vertical rod (11), truss cross tube (12), brace (13), truss sheer pole (14) and diagonal brace buckle (15).
4. door frame beam support system according to claim 3, is characterized in that, described diagonal brace button (15) is for connecting diagonal brace (2), and the position of described diagonal brace (2) is selected according to the spacing of described door frame (1) and load.
5. according to the door frame beam support system one of claim 1-4 Suo Shu, it is characterized in that, described supporting system and roof plate template (8) and back timber template (9) are used in conjunction with, on described wooden H-beam (3), install described roof plate template (8) and back timber template (9), under described back timber template (9), be arranged symmetrically with described adjustable collet (4).
6. door frame beam support system according to claim 5, is characterized in that, the setting of adjustable collet (4) can be selected spacing 0.9m and two kinds of modes of 1.2m.
7. door frame beam support system according to claim 1, is characterized in that, described adjustable jack (5) is U-shaped holder.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420336871.6U CN203905423U (en) | 2014-06-23 | 2014-06-23 | Novel door frame beam supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420336871.6U CN203905423U (en) | 2014-06-23 | 2014-06-23 | Novel door frame beam supporting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203905423U true CN203905423U (en) | 2014-10-29 |
Family
ID=51779711
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420336871.6U Expired - Fee Related CN203905423U (en) | 2014-06-23 | 2014-06-23 | Novel door frame beam supporting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203905423U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594628A (en) * | 2015-01-07 | 2015-05-06 | 福建工程学院 | Structure template supporting system for cast-in-place concrete beam plate and construction method for structure template supporting system |
| CN105220829A (en) * | 2015-10-16 | 2016-01-06 | 河北中建工程有限公司 | A kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement |
-
2014
- 2014-06-23 CN CN201420336871.6U patent/CN203905423U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104594628A (en) * | 2015-01-07 | 2015-05-06 | 福建工程学院 | Structure template supporting system for cast-in-place concrete beam plate and construction method for structure template supporting system |
| CN104594628B (en) * | 2015-01-07 | 2016-10-26 | 福建工程学院 | Cast-in-place concrete contignation form bracing system and construction method |
| CN105220829A (en) * | 2015-10-16 | 2016-01-06 | 河北中建工程有限公司 | A kind of cast-in-situ steel reinforced concrete isolated beam bracing or strutting arrangement |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20141029 Termination date: 20210623 |