CN201050190Y - Formwork clamp for building construction - Google Patents
Formwork clamp for building construction Download PDFInfo
- Publication number
- CN201050190Y CN201050190Y CNU2007201099128U CN200720109912U CN201050190Y CN 201050190 Y CN201050190 Y CN 201050190Y CN U2007201099128 U CNU2007201099128 U CN U2007201099128U CN 200720109912 U CN200720109912 U CN 200720109912U CN 201050190 Y CN201050190 Y CN 201050190Y
- Authority
- CN
- China
- Prior art keywords
- clamping bar
- screw rod
- loop bar
- backstay
- bar
- 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
- 238000009435 building construction Methods 0.000 title 1
- 238000009415 formwork Methods 0.000 title 1
- 238000003466 welding Methods 0.000 claims description 7
- 230000000694 effects Effects 0.000 abstract description 2
- 238000011065 in-situ storage Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- CWYNVVGOOAEACU-UHFFFAOYSA-N Fe2+ Chemical compound [Fe+2] CWYNVVGOOAEACU-UHFFFAOYSA-N 0.000 description 1
- 229910001296 Malleable iron Inorganic materials 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000002950 deficient Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- LENZDBCJOHFCAS-UHFFFAOYSA-N tris Chemical compound OCC(N)(CO)CO LENZDBCJOHFCAS-UHFFFAOYSA-N 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a template anchor clamps that construction used specifically belongs to cast in situ concrete collar tie beam, leads the template anchor clamps of wall, lintel etc, including locating lever, clamping bar, loop bar, the clamping bar links firmly and constitutes the right angle with locating lever one end, and the other end activity of establishing the hole and locating lever links to each other, and the locating lever slightly with the next position establish a screw rod, the one end of screw rod is fixed and the clamping bar is inboard, outside other end level runs through the loop bar, set adjusting nut on the outer screw rod of sleeve pipe, the utility model has the advantages of easy and simple to handle, use in a flexible way, repeatedly usable.
Description
Technical field
The utility model discloses the form clamp that a kind of building operations is used, specifically belong to the cast-in-situ concrete collar tie beam, lead wall, the form clamp of lintel etc.
Background technology
The concrete collar tie beam that prior art is built, lead wall etc., adopt the wooden model moulding mostly, the method for formboard fastening then is to adopt in the template bottom hole, tightens with the iron wire perforation then, make ring beam template and guide wall form board bottom fastening, suitable for reading fixing with batten again in template.Its defective just is the fixed form that iron wire can't be firm, tends to occur escaping mould, phenomenons such as the mould that expands, and also damage template during form removal easily, and operating process is numerous and diverse, when so not only taking a lot of work, and waste material again, thus have influence on whole workmanship and progress etc.
The utility model content
The utility model is at the deficiencies in the prior art, purpose be to provide a kind of easy and simple to handle, use flexibly the form clamp that the building operations that can reuse is used.
For reaching above purpose, the technical solution adopted in the utility model is: the form clamp that a kind of building operations is used, comprise backstay, clamping bar, loop bar, it is characterized in that: clamping bar and backstay one end are connected and form right angle, the other end that loop bar one end is established hole and backstay is movably connected, and the summary of backstay is established a screw rod with upper/lower positions, the fixing and clamping bar inboard of an end of screw rod, other end level is equipped with adjusting nut on the screw rod outside the sleeve pipe outside loop bar.
Make the more complete structure of the utility model should also comprise on the front of clamping bar and loop bar all location hooks, location hook can be done 360 ° of rotations.The lower end that also comprises clamping bar and loop bar all correspondence is provided with the slip jacking block, and the slip jacking block is provided with set screw.During use, after template clamps, be fixed on the template by the crotch end of location hook.It is suitable for reading to be used for the alignment template, and the effect of slip jacking block is to keep template and anchor clamps that certain clearance is arranged, and makes the inboard of template and clamping bar or loop bar be unlikely to be adjacent to together, and influences the verticality of template.And can make the slip jacking block withstand the end opening of template according to the difference of template height when using, the hand-tight make-up set screw be fixed on the slip jacking block on clamping bar or the loop bar then.
The utility model further is set to: the square hole of described backstay and sleeve pipe one end is an interference fits.When applying power on the sleeve pipe side, sleeve pipe can slide on backstay by square hole, plays the free adjustment width, thereby cooperates the width of template.
The utility model further is set to: described clamping bar and backstay are connected for welding.
The utility model further is set to: described screw rod and clamping bar are connected for welding.
The utility model further is set to: described slip jacking block and clamping bar, loop bar are matched in clearance.Help using flexibly convenient disassembly.
During use anchor clamps of the present utility model are stuck on the template, tighten up the distance of clamping bar and loop bar then by adjusting nut, thereby clamp the corresponding both sides plate of collar tie beam, the slip jacking block of clamping bar and loop bar two roots need withstand the template end opening, tightening set screw then fixes the slip jacking block, make template and between clamping bar and loop bar, certain clearance is arranged, influence the verticality of template in order to avoid square tube directly touch template, tighten up behind the adjusting nut again by the location hook of rotatable template adjust, the verticality and the size suitable for reading of fixed form; During dismounting, only adjusting nut need be unclamped, anchor clamps can be unclamped under several striking outward above the sleeve pipe then.The utility model also is applicable to guide wall form board, cross seize on both sides by the arms on the beam forms fixing.
In sum, the utlity model has simple in structurely, easy and simple to handle, applied range saves time, advantage such as saving of labor, material-saving.
Below in conjunction with description of drawings and specific embodiment the utility model is further specified:
Description of drawings
Fig. 1 is an overall structure schematic diagram of the present utility model.
The specific embodiment
As shown in Figure 1, the form clamp that a kind of building operations is used comprises members such as backstay 1, clamping bar 2, loop bar 3, screw rod 4, adjusting nut 5, location hook 6, slip jacking block 7 and set screw 71.Set screw 7 adopts butterfly screws.Backstay 1 adopts rectangular cylinder or cylinder all can.Clamping bar 2 is connected and form right angle by welding with backstay 1, is the best full weld that adopts of assurance fastness during welding.A square hole 33 that connects is offered by side surface direction in the top of loop bar 3, is placed on the backstay 1, and loop bar 3 is an interference fits with backstay 1 for this reason.Clamping bar 2 is parallel to each other with loop bar 3, and clamping bar 2, loop bar 3 and backstay 1 constitute one " door " word frame.Backstay 1 be provided with screw rod 4 with upper/lower positions, an end of screw rod 4 is fixed on by welding on the inboard 21 of clamping bar 2, the other end level of screw rod 4 is through loop bar 3, so screw rod parallels with backstay 1.Also cooperate on the screw rod 4 in sleeve pipe 3 outsides 31 to be provided with an adjusting nut 5, this adjusting nut 5 adopts malleable iron mountain type nut, and this nut can be by purchasing on the market, and this nut is convenient to manual adjustments.The lower end of clamping bar 2 and loop bar 3 all correspondence is provided with slip jacking block 7, the identical block form that is of cross sectional shape of slip jacking block 7 and clamping bar 2, the endoporus perimeter dimension of slip jacking block 7 is the outer perimeter size of being a bit larger tham clamping bar 2 or loop bar 3, so that slip jacking block 7 can move up and down at clamping bar 2 or loop bar 3 outsides, be fixed by set screw 71 during use.Clamping bar 2 all is provided with the location hook 6 that can do 360 ° of rotations with the front 22,32 of loop bar 3, is used for further fixed form verticality.
Claims (7)
1. form clamp that building operations is used, comprise backstay (1), clamping bar (2), loop bar (3), it is characterized in that: clamping bar (2) is connected and form right angle with backstay (1) one end, the other end that loop bar (3) one ends are established hole (33) and backstay (1) is movably connected, and the summary of backstay (1) is established a screw rod (4) with upper/lower positions, fixing and the clamping bar inboard (21) of one end of screw rod (4), other end level is equipped with adjusting nut (5) on the screw rod (4) outside the sleeve pipe (3) outside loop bar (3).
2. the form clamp that a kind of building operations according to claim 1 is used is characterized in that: also comprise on the front (22), (32) of clamping bar (2) and loop bar (3) all location hooks (6), location hook (6) can be done 360 ° of rotations.
3. the form clamp that a kind of building operations according to claim 1 is used is characterized in that: the lower end that also comprises clamping bar (2) and loop bar (3) all correspondence is provided with slip jacking block (7), and slip jacking block (7) is provided with set screw (71).
4. the form clamp that a kind of building operations according to claim 1 is used is characterized in that: described backstay (1) is an interference fits with the square hole (33) of sleeve pipe (3) one ends.
5. the form clamp that a kind of building operations according to claim 1 is used is characterized in that: described clamping bar (2) is connected for welding with backstay (1).
6. the form clamp that a kind of building operations according to claim 1 is used is characterized in that: described screw rod (4) is connected for welding with clamping bar (2).
7. the form clamp that a kind of building operations according to claim 1 is used is characterized in that: described slip jacking block (7) is a matched in clearance with clamping bar (2), loop bar (3).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2007201099128U CN201050190Y (en) | 2007-06-01 | 2007-06-01 | Formwork clamp for building construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CNU2007201099128U CN201050190Y (en) | 2007-06-01 | 2007-06-01 | Formwork clamp for building construction |
Publications (1)
Publication Number | Publication Date |
---|---|
CN201050190Y true CN201050190Y (en) | 2008-04-23 |
Family
ID=39336674
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CNU2007201099128U Expired - Fee Related CN201050190Y (en) | 2007-06-01 | 2007-06-01 | Formwork clamp for building construction |
Country Status (1)
Country | Link |
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CN (1) | CN201050190Y (en) |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102493642A (en) * | 2011-11-30 | 2012-06-13 | 中国建筑第六工程局有限公司 | Method of adopting tool type clamp to support ground beam template side molds |
CN104196236A (en) * | 2014-09-10 | 2014-12-10 | 中建四局第六建筑工程有限公司 | Rigid and recyclable beam lateral formwork clamp |
CN105507577A (en) * | 2014-09-25 | 2016-04-20 | 能诚集团有限公司 | Adjustable building formwork |
CN107882325A (en) * | 2017-11-17 | 2018-04-06 | 山东枣建建设集团有限公司 | A kind of curved adjustable fastener of building template list |
CN109736566A (en) * | 2019-01-09 | 2019-05-10 | 深圳市绿洲华腾建筑科技有限责任公司 | Form beam bottom secondary joist, beam forms constructing structure and beam die plate reinforcing method |
CN110158955A (en) * | 2019-06-11 | 2019-08-23 | 张晓和 | A kind of fixed mechanism of building template |
CN110748146A (en) * | 2019-11-05 | 2020-02-04 | 山东国建工程集团有限公司 | Installation method of building engineering pouring template |
CN112282389A (en) * | 2020-10-13 | 2021-01-29 | 中国建筑第四工程局有限公司 | Stable positioning device for oblique beam construction |
CN113445734A (en) * | 2021-06-08 | 2021-09-28 | 华恒建设集团有限公司 | Upturning beam shaping clamp and construction process thereof |
-
2007
- 2007-06-01 CN CNU2007201099128U patent/CN201050190Y/en not_active Expired - Fee Related
Cited By (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102493642A (en) * | 2011-11-30 | 2012-06-13 | 中国建筑第六工程局有限公司 | Method of adopting tool type clamp to support ground beam template side molds |
CN104196236A (en) * | 2014-09-10 | 2014-12-10 | 中建四局第六建筑工程有限公司 | Rigid and recyclable beam lateral formwork clamp |
CN105507577A (en) * | 2014-09-25 | 2016-04-20 | 能诚集团有限公司 | Adjustable building formwork |
CN105507577B (en) * | 2014-09-25 | 2018-01-02 | 能诚集团有限公司 | adjustable building template |
CN107882325A (en) * | 2017-11-17 | 2018-04-06 | 山东枣建建设集团有限公司 | A kind of curved adjustable fastener of building template list |
CN109736566A (en) * | 2019-01-09 | 2019-05-10 | 深圳市绿洲华腾建筑科技有限责任公司 | Form beam bottom secondary joist, beam forms constructing structure and beam die plate reinforcing method |
CN110158955A (en) * | 2019-06-11 | 2019-08-23 | 张晓和 | A kind of fixed mechanism of building template |
CN110748146A (en) * | 2019-11-05 | 2020-02-04 | 山东国建工程集团有限公司 | Installation method of building engineering pouring template |
CN112282389A (en) * | 2020-10-13 | 2021-01-29 | 中国建筑第四工程局有限公司 | Stable positioning device for oblique beam construction |
CN113445734A (en) * | 2021-06-08 | 2021-09-28 | 华恒建设集团有限公司 | Upturning beam shaping clamp and construction process thereof |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080423 Termination date: 20110601 |