CN103669839A - Adjustable formwork keel frame - Google Patents
Adjustable formwork keel frame Download PDFInfo
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- CN103669839A CN103669839A CN201310751434.0A CN201310751434A CN103669839A CN 103669839 A CN103669839 A CN 103669839A CN 201310751434 A CN201310751434 A CN 201310751434A CN 103669839 A CN103669839 A CN 103669839A
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- keel
- vertical rod
- facade
- cross bar
- adjustable type
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Abstract
The invention provides an adjustable formwork keel frame, which is arranged around a beam-column body formwork and comprises a plurality of facade frameworks which are connected together. Each facade framework comprises two keel vertical rods which are vertically arranged and a plurality of keel horizontal rods which are arranged between the two keel vertical rods. Any two adjacent facade frameworks are mutually connected through the keel vertical rods. A formwork sticking surface is arranged in each facade framework and is provided with a formwork which is used for being stuck on the surface of a beam-column body. The adjustable formwork keel frame solves the problems that the existing formwork enclosure supporting system is not flexible to disassemble and assemble, the material utilization ratio is low, the great waste of resources is apt to cause, the supporting effect is bad and the like.
Description
Technical field
The present invention relates to a kind of building form framework, be specifically related to a kind of adjustable formwork keel frame.
Background technology
In current construction process, before the cast in situs of concrete column and concrete beam, usually need support template, template surrounding need to arrange goes along with sb. to guard him support system.It is single isolated rod separately that existing common template is gone along with sb. to guard him support bar, by other modes such as nails, tightens together; Or employing other materials, goes along with sb. to guard him as the fixed beam of steel or aluminum alloy materials carries out template.
Above these templates to go along with sb. to guard him support system dismounting dumb, stock utilization is low, easily causes ample resources waste, support effect is poor.Therefore, we need a kind of firm, flexible and changeable template of support of going along with sb. to guard him to go along with sb. to guard him support system.
Summary of the invention
For overcoming the existing defect of prior art, a kind of adjustable type formwork keel frame is now provided, to solve existing template, go along with sb. to guard him that the dismounting of support system is dumb, stock utilization is low, easily cause ample resources waste and the problem such as support effect is poor.
For achieving the above object, now disclose a kind of adjustable type formwork keel frame, be located in beam-column template, comprising: a plurality of facade frameworks that join and form;
Facade framework, comprising: two keel vertical rods that vertically arrange; And a plurality of keel cross bars between two keel vertical rods;
Between two facade frameworks of arbitrary neighborhood, by keel vertical rod, interconnect;
In facade framework, have template and stick face, template sticks face and is provided with for sticking in the template on beam-column surface.
The further improvement of adjustable type formwork keel frame of the present invention is, keel vertical rod comprises: vertical rod shaft and the vertical rod bottom and the rod end that are positioned at vertical rod shaft opposite end; Keel cross bar comprises: the first keel cross bar that is connected in the vertical rod bottom of two keel vertical rods or the rod end of two keel vertical rods; And be arranged in facade framework and the second keel cross bar being connected with adjacent two vertical rod shafts.
The further improvement of adjustable type formwork keel frame of the present invention is, the two ends of the first keel cross bar are also provided with vertical connecting hole, mutually stacking and connect by vertical connecting hole between two keel shoes of arbitrary neighborhood.
The further improvement of adjustable type formwork keel frame of the present invention is, keel vertical rod also comprises: the facade connecting hole that is not arranged at vertical rod bottom and described rod end; Between adjacent two facade frameworks, by the mutual bolt of facade connecting hole, connect.
The further improvement of adjustable type formwork keel frame of the present invention is, keel vertical rod also comprises: be connected with keel vertical rod and be arranged at the connection otic placode in facade framework; Keel cross bar is connected with keel vertical rod by connecting otic placode, to form smooth template, sticks face.
The further improvement of adjustable type formwork keel frame of the present invention is, the two ends of the first keel cross bar and the second keel cross bar are equipped with peg; Connect otic placode and be provided with otic placode connecting hole, keel cross bar is coordinated peg and is connected otic placode and connects by otic placode connecting hole.
The further improvement of adjustable type formwork keel frame of the present invention is, keel vertical rod and keel cross bar are square steel pipe.
Beneficial effect of the present invention is:
1) pass through form and there is the keel shoe that template sticks face, to sticking in the template on beam-column surface, carry out the stable support of going along with sb. to guard him;
2) by keel vertical rod bolt, connect a plurality of facade frameworks, realize flexible assembling and dismounting between facade framework;
3) by connecting otic placode quickly dismantled facade framework, and realize the flexible adjustment in facade framework;
4) by vertical connecting hole, realize the stacking assembling between a plurality of keel shoes.
Accompanying drawing explanation
Fig. 1 is the structural representation after installation form in adjustable type formwork keel frame embodiment mono-of the present invention;
Fig. 2 removes the structural representation after template in adjustable type formwork keel frame embodiment mono-of the present invention;
Fig. 3 is the plan structure schematic diagram of adjustable type formwork keel frame embodiment bis-of the present invention;
Fig. 4 is the structural representation after installation form in adjustable type formwork keel frame embodiment bis-of the present invention;
Fig. 5 is the STRUCTURE DECOMPOSITION schematic diagram of adjustable type formwork keel frame neutral surface framework of the present invention.
The specific embodiment
For the benefit of the understanding to structure of the present invention, describes below in conjunction with drawings and Examples.
Embodiment mono-: shown in Fig. 1 and Fig. 2, the invention provides a kind of by four the formed adjustable type formwork keel of square facade framework 2 framves 1.Two keel vertical rods 20 are connected to the two ends of keel cross bar 22, to form square facade framework 2.In the present embodiment, keel vertical rod 20 and keel cross bar 22 are all square tube.Each facade framework 2 has a template and sticks face, and template sticks on face template 3 is set, and template 3 is for sticking in beam-column surface.Four facade frameworks 2, respectively by keel vertical rod 20 vertical connection mutually, form the keel shoe 1 of sealing.Like this, four templates that keel shoe 1 just has stick face, and each template sticks the corresponding template 3 of face, and with this, keel shoe 1 is gone along with sb. to guard him and supported four templates 3.
In the present embodiment, its concrete connected mode and annexation can be with reference to Fig. 2 and Fig. 5:
As shown in Figure 2, keel cross bar 22 comprises two the first keel cross bars 222 and three the second keel cross bars 224.Two the first keel cross bars 222 are respectively with keel vertical rod 20 bottoms and top is vertical is connected.Three the second keel cross bars 224 are positioned at facade framework 2, and respectively with vertical connection of vertical rod shaft of keel vertical rod 20.
As shown in Figure 5, near the two ends of keel vertical rod 20, be respectively provided with a facade connecting hole 202, on the same side of keel vertical rod 20, weld five and connect otic placode 24, and respectively the two sides that is provided with connection otic placode 24 is put relatively.Each connects otic placode 24 and is equipped with three otic placode connecting holes 242.
Near the two ends of the first keel cross bar 222 and the second keel cross bar 224, be respectively welded with three pegs 226.Also near the both ends of the first keel cross bar 222, respectively offer a vertical connecting hole 228 especially, so that a plurality of keel shoe 1 docks.
Embodiment bis-: shown in Fig. 3 and Fig. 4, when beam-column only has three needs to stick template 3, on the connection basis of introducing, only need remove one of them facade framework 2 in embodiment mono-, and relative facade framework 2 is fixing with metope 4.Now, keel shoe 1 does not seal and has three templates and sticks face, to go along with sb. to guard him, supports three templates 3.
In conjunction with shown in Fig. 1 to Fig. 5, embodiment mono-and embodiment bis-all can carry out site assembly in the following manner:
When adjustable type formwork keel frame 1 need to be assembled, first template 3 is affixed on to beam-column surface.Then, respectively by the first keel cross bar 222 with the peg 226 on the second keel cross bar 224 through being connected the otic placode connecting hole 242 on otic placode 24 and fixing, make being connected of keel cross bar 22 and keel vertical rod 20, with this, form facade framework 2.Afterwards, respectively two keel vertical rods 20 in different facade frameworks 2 are abutted against together, to form orthogonal two facade frameworks 2, and offer respectively a facade connecting hole 202 at two keel vertical rod 20 two ends that abut against together, by this facade connecting hole 202, two facade framework 2 bolts are coupled together.Finally, with this process, complete the assembling of facade framework 2, and form complete keel shoe 1, to go along with sb. to guard him all sidedly the beam-column surface at support shuttering 3 places.
While needing dismounting, first, the bolt on formwork keel frame 1 is turned on, so that 2 separation of facade framework.Then, turn on peg 226, so that keel cross bar is separated with keel vertical rod.Finally, complete the dismounting of keel shoe 1.
Complete after above-mentioned implementation process, reflect following characteristics of the present invention:
1) by template, stick face corresponding templates 3, to form the stable support of going along with sb. to guard him;
2) the support scope of going along with sb. to guard him that 1 of single keel shoe can relate to, can adjust in real time by keel vertical rod 20 bolt quickly dismantleds;
3) formed facade framework 2, its large I realizes with keel cross bar 22 by the different keel vertical rod 20 of flexible replacing;
4) form after single keel shoe 1, also can be by a plurality of keel shoes 1 of vertical connecting hole 228 docking, constantly to extend and to adapt to the beam-column of differing heights.
Below embodiment has been described in detail the present invention by reference to the accompanying drawings, and those skilled in the art can make many variations example to the present invention according to the above description.Thereby some details in embodiment should not form limitation of the invention, the present invention will be usingd scope that appended claims defines as protection domain.
Claims (7)
1. an adjustable type formwork keel frame, is located in beam-column template, it is characterized in that, comprising:
A plurality of facade frameworks that join and form;
Described facade framework, comprising: two keel vertical rods that vertically arrange; And a plurality of keel cross bars between two described keel vertical rods;
Between two described facade frameworks of arbitrary neighborhood, by described keel vertical rod, interconnect;
In described facade framework, have template and stick face, described template sticks face and is provided with for sticking in the template on beam-column surface.
2. adjustable type formwork keel frame according to claim 1, is characterized in that,
Described keel vertical rod comprises: vertical rod shaft and the vertical rod bottom and the rod end that are positioned at described vertical rod shaft opposite end;
Described keel cross bar comprises: the first keel cross bar that is connected in the vertical rod bottom of two described keel vertical rods or the rod end of two described keel vertical rods; And
Be arranged in described facade framework and the second keel cross bar being connected with adjacent two described vertical rod shafts.
3. adjustable type formwork keel frame according to claim 2, is characterized in that,
The two ends of described the first keel cross bar are also provided with vertical connecting hole, the mutual stacking and connection by described vertical connecting hole between two described keel shoes of arbitrary neighborhood.
4. adjustable type formwork keel frame according to claim 2, is characterized in that,
Described keel vertical rod also comprises: the facade connecting hole that is arranged at respectively described vertical rod bottom and described rod end; Between adjacent two described facade frameworks, by the mutual bolt of described facade connecting hole, connect.
5. according to the adjustable type formwork keel frame described in claim 2 or 4, it is characterized in that,
Described keel vertical rod also comprises: be connected and be positioned at the connection otic placode of described facade framework with described keel vertical rod; Described keel cross bar is connected with described keel vertical rod by described connection otic placode, to form smooth described template, sticks face.
6. adjustable type formwork keel frame according to claim 5, is characterized in that,
The two ends of described the first keel cross bar and described the second keel cross bar are equipped with peg;
Described connection otic placode is provided with otic placode connecting hole, and described keel cross bar coordinates described peg to connect with the described otic placode that is connected by described otic placode connecting hole.
7. adjustable type formwork keel frame according to claim 1, is characterized in that,
Described keel vertical rod and described keel cross bar are square steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310751434.0A CN103669839A (en) | 2013-12-31 | 2013-12-31 | Adjustable formwork keel frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310751434.0A CN103669839A (en) | 2013-12-31 | 2013-12-31 | Adjustable formwork keel frame |
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| Publication Number | Publication Date |
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| CN103669839A true CN103669839A (en) | 2014-03-26 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201310751434.0A Pending CN103669839A (en) | 2013-12-31 | 2013-12-31 | Adjustable formwork keel frame |
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| CN (1) | CN103669839A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193872A (en) * | 2018-01-10 | 2018-06-22 | 山西三建集团有限公司 | Reinforced concrete column formwork fastener and fastening method |
| CN109778900A (en) * | 2019-03-25 | 2019-05-21 | 中国二十二冶集团有限公司 | Quick Release formwork erecting structure and its construction method for basic rim of a cup template |
| CN111456518A (en) * | 2020-03-20 | 2020-07-28 | 中国科学院地球化学研究所 | A low-cost quick-assembled intelligent irrigation reservoir in mountainous areas |
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| US1670338A (en) * | 1926-08-19 | 1928-05-22 | Samuel D Butterworth | Column form |
| US3107087A (en) * | 1960-06-22 | 1963-10-15 | Chester I Williams | Square column clamp |
| US3591124A (en) * | 1967-08-11 | 1971-07-06 | Andrew Robert Haslett | Integral prestressed structural concrete column form |
| CN2607414Y (en) * | 2002-08-08 | 2004-03-24 | 吴树本 | Columnar form round brace summer |
| KR100481050B1 (en) * | 2004-12-22 | 2005-04-07 | 주식회사 정림건축종합건축사사무소 | Connect sturcture of sheeting of pillar for building |
| KR20100008614U (en) * | 2009-02-21 | 2010-08-31 | 주식회사 신영 | tighten sphere pillar model frame concrete |
| CN201649632U (en) * | 2010-04-17 | 2010-11-24 | 中铁十二局集团建筑安装工程有限公司 | Adjusting and positing frame of variable-section square column template |
| CN202064635U (en) * | 2011-05-04 | 2011-12-07 | 邓启成 | Formwork forming fastener |
| CN202672721U (en) * | 2012-06-28 | 2013-01-16 | 北京联东投资(集团)有限公司 | High girder template support frame |
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2013
- 2013-12-31 CN CN201310751434.0A patent/CN103669839A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1670338A (en) * | 1926-08-19 | 1928-05-22 | Samuel D Butterworth | Column form |
| US3107087A (en) * | 1960-06-22 | 1963-10-15 | Chester I Williams | Square column clamp |
| US3591124A (en) * | 1967-08-11 | 1971-07-06 | Andrew Robert Haslett | Integral prestressed structural concrete column form |
| CN2607414Y (en) * | 2002-08-08 | 2004-03-24 | 吴树本 | Columnar form round brace summer |
| KR100481050B1 (en) * | 2004-12-22 | 2005-04-07 | 주식회사 정림건축종합건축사사무소 | Connect sturcture of sheeting of pillar for building |
| KR20100008614U (en) * | 2009-02-21 | 2010-08-31 | 주식회사 신영 | tighten sphere pillar model frame concrete |
| CN201649632U (en) * | 2010-04-17 | 2010-11-24 | 中铁十二局集团建筑安装工程有限公司 | Adjusting and positing frame of variable-section square column template |
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| CN202672721U (en) * | 2012-06-28 | 2013-01-16 | 北京联东投资(集团)有限公司 | High girder template support frame |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108193872A (en) * | 2018-01-10 | 2018-06-22 | 山西三建集团有限公司 | Reinforced concrete column formwork fastener and fastening method |
| CN109778900A (en) * | 2019-03-25 | 2019-05-21 | 中国二十二冶集团有限公司 | Quick Release formwork erecting structure and its construction method for basic rim of a cup template |
| CN111456518A (en) * | 2020-03-20 | 2020-07-28 | 中国科学院地球化学研究所 | A low-cost quick-assembled intelligent irrigation reservoir in mountainous areas |
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Application publication date: 20140326 |