CN204238550U - A kind of device for clamping masonry ring beam template - Google Patents
A kind of device for clamping masonry ring beam template Download PDFInfo
- Publication number
- CN204238550U CN204238550U CN201420716927.0U CN201420716927U CN204238550U CN 204238550 U CN204238550 U CN 204238550U CN 201420716927 U CN201420716927 U CN 201420716927U CN 204238550 U CN204238550 U CN 204238550U
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- CN
- China
- Prior art keywords
- cramping body
- bolt
- main
- crossbeam
- gripping arm
- 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
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Abstract
The utility model discloses a kind of device for clamping masonry ring beam template, comprise main cramping body, secondary cramping body, adjustment bolt and lock bolt, the "T"-shaped component that described main cramping body is welded by main beam and main gripping arm, the "T"-shaped component that secondary cramping body is welded by secondary crossbeam and sub-folder gripping arm, the docking in " door " font of described main cramping body and secondary cramping body, wherein, below the parallel main beam being overlapped in main cramping body of secondary crossbeam of secondary cramping body, adjustment bolt is located between kingbolt seat and secondary bolt block.The utility model, in collar tie beam formwork, need not reconfigure split bolt, only needs to regulate the adjustment bolt on cramping body, fixed form that can be quick, easy, has that good fixing effect, efficiency of construction are high, an advantage of the good forming effect of collar tie beam or strip.
Description
Technical field
The utility model relates to the formwork erection of technical field of building construction, especially a kind of device for clamping masonry ring beam template.
Background technology
Prior art, for the structure of masonry reinforced concrete circle beam, is typically employed in template and punches, and then penetrates the formwork way of split bolt drawknot template; And for the structure of infilled wall masonry steel concrete, usually adopt and reject part mortar joint, penetrate step fastener drawknot in ring beam template bottom, the formwork way that ring beam template top nail plank is fixing.Problems existing is, for the former, penetrate the mode of split bolt drawknot template, the erection procedure of securing member is loaded down with trivial details, and form removal is wasted time and energy; For the latter, due to the rejecting of mortar joint, destroy the adhesion stress of mortar, not only affect attractive in appearance, and cause the molding effect of collar tie beam or strip poor.
Utility model content
The purpose of this utility model is a kind of device for clamping masonry ring beam template provided for the deficiencies in the prior art, the utility model is in collar tie beam formwork, split bolt need not be reconfigured, only need to regulate the adjustment bolt on cramping body, fixed form that can be quick, easy, has that good fixing effect, efficiency of construction are high, an advantage of the good forming effect of collar tie beam or strip.
The concrete technical scheme realizing the utility model object is:
A kind of device for clamping masonry ring beam template, its feature comprises main cramping body, secondary cramping body, adjustment bolt and lock bolt, the "T"-shaped component that described main cramping body is welded by main beam and main gripping arm, one end of main beam is below it and be provided with master arm between main gripping arm, kingbolt seat is provided with above it, main beam is provided with vertically bolt slot and bolt block groove, the "T"-shaped component that secondary cramping body is welded by secondary crossbeam and sub-folder gripping arm, one end of secondary crossbeam is below it and be provided with secondary support arm between sub-folder gripping arm, the other end of secondary crossbeam is provided with secondary bolt block above it, secondary crossbeam is provided with bolt hole, lock bolt is welded in the bolt hole of secondary crossbeam,
The docking in " door " font of described main cramping body and secondary cramping body, wherein, below the parallel main beam being overlapped in main cramping body of secondary crossbeam of secondary cramping body, and secondary bolt block and lock bolt pass by the bolt block groove of main beam and bolt slot respectively, adjustment bolt is located between kingbolt seat and secondary bolt block.
The utility model, in collar tie beam formwork, need not reconfigure split bolt, only needs to regulate the adjustment bolt on cramping body, fixed form that can be quick, easy, has that good fixing effect, efficiency of construction are high, an advantage of the good forming effect of collar tie beam or strip.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the structural representation of the main cramping body of the utility model;
Fig. 3 is the top view of Fig. 2;
Fig. 4 is the structural representation of the secondary cramping body of the utility model;
Fig. 5 is the lateral view of Fig. 4;
Fig. 6 is the using state schematic diagram of narrow masonry;
Fig. 7 is the using state schematic diagram of wide masonry.
Detailed description of the invention
Consult Fig. 1, Fig. 2, Fig. 3, Fig. 4, Fig. 5, the utility model comprises main cramping body 1, secondary cramping body 2, adjustment bolt 3 and lock bolt 4, the "T"-shaped component that described main cramping body 1 is welded by main beam 11 and main gripping arm 12, one end of main beam 11 is below it and be provided with master arm 13 between main gripping arm 12, kingbolt seat 14 is provided with above it, main beam 11 is provided with vertically bolt slot 15 and bolt block groove 16, the "T"-shaped component that secondary cramping body 2 is welded with sub-folder gripping arm 22 by secondary crossbeam 21, one end of secondary crossbeam 21 is below it and be provided with secondary support arm 23 between sub-folder gripping arm 22, the other end of secondary crossbeam 21 is provided with secondary bolt block 24 above it, secondary crossbeam 21 is provided with bolt hole 25, lock bolt 4 is welded in the bolt hole 25 of secondary crossbeam 21,
The docking in " door " font of described main cramping body 1 and secondary cramping body 2, wherein, below the parallel main beam 11 being overlapped in main cramping body 1 of secondary crossbeam 21 of secondary cramping body 2, and secondary bolt block 24 and lock bolt 4 pass by the bolt block groove 16 of main beam 11 and bolt slot 15 respectively, adjustment bolt 3 is located between kingbolt seat 14 and secondary bolt block 24.
The utility model uses like this:
Consult Fig. 1, Fig. 6, Fig. 7, by further illustrating as follows to the casting process of masonry reinforced concrete circle beam to application of the present utility model:
First the wall end face of masonry is cleared up, implement the reinforcing bar binding work of collar tie beam, get out the template 5 for installing collar tie beam, add chock a tree, used in making timber for boats 6 at template 5 dorsal part and fix with template 5, according to the Height Adjustment template 5 of collar tie beam, the wooden a tree, used in making timber for boats 6 in template 5 bottom is fixed with ground, ensures the firm stable of template.
Above the template 5 pieces the utility model being disposed on collar tie beam, make the docking in " door " font of main cramping body 1 and secondary cramping body 2, wherein, main beam 11 and secondary crossbeam 21 are carried on a shoulder pole above the template 5 of collar tie beam, main gripping arm 12 and sub-folder gripping arm 22 are clamped on the wooden a tree, used in making timber for boats 6 in template 5 liang of outsides, by adjustment bolt 3, kingbolt seat 14 and secondary bolt block 24 are drawn close mutually, thus make main gripping arm 12 and sub-folder gripping arm 22 by wooden a tree, used in making timber for boats 6 template 5 is clamped in masonry two outside on.Finally tighten lock bolt 4, make the secondary crossbeam 21 of secondary cramping body 2 fastening with the main beam 11 of main cramping body 1, designing requirement, with same mode of operation, installs remaining the utility model additional successively along collar tie beam length direction, and the template 5 of collar tie beam installs complete.
After completing the utility model installation, get final product concreting, treat concrete final set, can carry out after reaching strength of mould stripping requirement removing the utility model.
The utility model takes the both sides reinforcing template at collar tie beam, solves the difficult problem that collar tie beam mold method is complicated, molding effect is poor, and after collar tie beam has been built, is convenient to template 5 and removes.
The utility model device adopts modular in design, template 5 reinforcement material need not be reconfigured, only need mobile main cramping body 1 and secondary cramping body 2, gripping template 5 can be completed by adjustment bolt 3, lock bolt 4, easy to operate, operation is simple, operating efficiency is high, accurate positioning, and consolidation effect is good, not easily loosen, model sheetinstallat quality is high; The utility model can carry out the reinforcing of 100mm ~ 360mm different in width masonry collar tie beam, applied widely.
Claims (1)
1. one kind for clamping the device of masonry ring beam template, it is characterized in that it comprises main cramping body (1), secondary cramping body (2), adjustment bolt (3) and lock bolt (4), the "T"-shaped component that described main cramping body (1) is welded by main beam (11) and main gripping arm (12), one end of main beam (11) is below it and be provided with master arm (13) between main gripping arm (12), kingbolt seat (14) is provided with above it, main beam (11) is provided with vertically bolt slot (15) and bolt block groove (16), the "T"-shaped component that secondary cramping body (2) is welded by secondary crossbeam (21) and sub-folder gripping arm (22), one end of secondary crossbeam (21) is below it and be provided with secondary support arm (23) between sub-folder gripping arm (22), the other end of secondary crossbeam (21) is provided with secondary bolt block (24) above it, secondary crossbeam (21) is provided with bolt hole (25), lock bolt (4) is welded in the bolt hole (25) of secondary crossbeam (21), the docking in " door " font of described main cramping body (1) and secondary cramping body (2), wherein, parallel main beam (11) below being overlapped in main cramping body (1) of the secondary crossbeam (21) of secondary cramping body (2), and secondary bolt block (24) and lock bolt (4) pass by the bolt block groove (16) of main beam (11) and bolt slot (15) respectively, adjustment bolt (3) is located between kingbolt seat (14) and secondary bolt block (24).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420716927.0U CN204238550U (en) | 2014-11-26 | 2014-11-26 | A kind of device for clamping masonry ring beam template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420716927.0U CN204238550U (en) | 2014-11-26 | 2014-11-26 | A kind of device for clamping masonry ring beam template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204238550U true CN204238550U (en) | 2015-04-01 |
Family
ID=52768063
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420716927.0U Expired - Fee Related CN204238550U (en) | 2014-11-26 | 2014-11-26 | A kind of device for clamping masonry ring beam template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204238550U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106481073A (en) * | 2016-11-04 | 2017-03-08 | 成都森钰泓绿化工程有限公司 | A kind of adjustable template of simply supported beam cross-sectional width |
| CN108331340A (en) * | 2018-04-23 | 2018-07-27 | 山西建筑工程有限公司 | Masonry ring beam template bracing means |
| CN110295741A (en) * | 2019-04-28 | 2019-10-01 | 中国一冶集团有限公司 | Masonry structure collar tie beam formwork construction method |
-
2014
- 2014-11-26 CN CN201420716927.0U patent/CN204238550U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106481073A (en) * | 2016-11-04 | 2017-03-08 | 成都森钰泓绿化工程有限公司 | A kind of adjustable template of simply supported beam cross-sectional width |
| CN108331340A (en) * | 2018-04-23 | 2018-07-27 | 山西建筑工程有限公司 | Masonry ring beam template bracing means |
| CN110295741A (en) * | 2019-04-28 | 2019-10-01 | 中国一冶集团有限公司 | Masonry structure collar tie beam formwork construction method |
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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: 20150401 Termination date: 20181126 |