CN103912120B - Tool type rectangular column mould reinforcement device - Google Patents
Tool type rectangular column mould reinforcement device Download PDFInfo
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- CN103912120B CN103912120B CN201410162355.0A CN201410162355A CN103912120B CN 103912120 B CN103912120 B CN 103912120B CN 201410162355 A CN201410162355 A CN 201410162355A CN 103912120 B CN103912120 B CN 103912120B
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- type rod
- rod member
- type
- bracing frame
- movement
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Abstract
The invention belongs to rectangular column mould and build frock field, particularly disclose a kind of tool type rectangular column mould reinforcement device; Technical problem to be solved is to provide that a kind of structure is simple, easy to use, variable area and the tool type rectangular column mould reinforcement device that can reuse; Comprise two I type rod members and two II type rod members, the both ends of I type rod member are provided with the first means for adjusting limit of movement, II type rod member is provided with the second means for adjusting limit of movement, two I type rod members are set in parallel in rectangular column mould both sides, first means for adjusting limit of movement of two I type rod member homonymies is all connected by II type rod member, first means for adjusting limit of movement is for regulating the spacing of two II type rod members, and the second means for adjusting limit of movement is for regulating the distance between the length of II type rod member and two I type rod members; The present invention manufactures simply, easy to use, applies to rectangular column mould reinforcement as tool-type product, can reuse, thus reduces fund input amount, promotes the utilization rate of material.
Description
Technical field
The invention belongs to rectangular column mould and build frock field, particularly relate to a kind of tool type rectangular column mould reinforcement device.
Background technology
Frame construction refers to that the framework be namely made up of Vierendeel girder and frame column resists the horizontal loading and vertical load that occur in use procedure jointly by Vierendeel girder and frame column just to connect or articulated manner is connected and is formed the structure of bearing system.Wherein, frame column is in frame construction, bear the load that Liang Heban transmits, and load is passed to the column on basis, and frame column is the main vertical applied force parts of frame construction.When practice of construction, the cross section of frame column is the reinforced concrete post mould of rectangle.
Now conventional form of construction work is that scaffold tubes is reinforced or split bolt is reinforced, and this reinforcing mode has a lot of weak point: one is the physical dimension that accurately can not control post mould cross section, the quality of impact construction; Two is need to design different post mould bracing means for different sectional dimensions, and size can not adjust; Three is that reinforcement material can not reuse, and take a lot of work and require great effort and drop into comparatively large, the utilization rate of material is low.
Summary of the invention
The present invention overcomes the deficiency that prior art exists, and solves the problem of prior art, provides that a kind of structure is simple, easy to use, variable area and the tool type rectangular column mould reinforcement device that can reuse.
For solving the problems of the technologies described above, the technical solution adopted in the present invention: tool type rectangular column mould reinforcement device, comprise two I type rod members and two II type rod members, the both ends of I type rod member are provided with the first means for adjusting limit of movement, II type rod member is provided with the second means for adjusting limit of movement, described two I type rod members are set in parallel in rectangular column mould both sides, first means for adjusting limit of movement of described two I type rod member homonymies is all connected by II type rod member, described first means for adjusting limit of movement is for regulating the spacing of two II type rod members, described second means for adjusting limit of movement is for regulating the distance between the length of II type rod member and two I type rod members.
Preferably, described I type rod member and II type rod member are channel-section steel.
Preferably, described first means for adjusting limit of movement comprises the first bracing frame, second bracing frame, the first pushing tow screw mandrel and limited screw, described first bracing frame and the second bracing frame are disposed on I type Rod end, distance between first bracing frame and the second bracing frame is greater than the width of II type rod member, first pushing tow screw mandrel is through the installing hole be arranged on the first bracing frame and fixed by clamp nut, and described limited screw is through the installing hole on the second bracing frame and fixed by stop nut.
Preferably, described second bracing frame entirety is in L-type, and the minor face of L-type is vertically set on I type rod member, and form II type rod member rest area between the second bracing frame and I type rod member, the distance between the second bracing frame and I type rod member is greater than the height of II type rod member.
Preferably, described first pushing tow screw mandrel and limited screw are provided with anti-pollution sleeve pipe.
Preferably, described second means for adjusting limit of movement comprises mobile beam channel, described mobile beam channel is sleeved in described II type rod member, one end of mobile beam channel is fixedly installed baffle plate, the other end is connected with the second pushing tow screw mandrel, described second pushing tow screw mandrel is through the limiting plate being arranged on II type Rod end and fixed by clamp nut, and described clamp nut is arranged between limiting plate and mobile beam channel.
Preferably, described II type rod member is arranged at intervals with multiple maintenance steel bar.
Preferably, described second pushing tow screw mandrel is set with anti-pollution sleeve pipe.
The present invention compares with prior art the beneficial effect had.
First, accurate controlling sections size, by arranging the first means for adjusting limit of movement and the second means for adjusting limit of movement on I type rod member and II type rod member, two means for adjusting limit of movements accurately can control the distance between two I type rod members and two II type rod members, enough intensity can be provided simultaneously, this makes it possible to the sectional dimension ensureing to build rear rectangular column mould.
Second, strong adaptability, sectional dimension are adjustable, first means for adjusting limit of movement can regulate the spacing of two II type rod members, second means for adjusting limit of movement can regulate the distance between the length of II type rod member and two I type rod members, this makes it possible to the sectional dimension changing rectangular column mould, adapt to the reinforcing of various rectangular column mould.
3rd, the present invention manufactures simply, easy to use, applies to rectangular column mould reinforcement field as tool-type product, can adapt to the reinforcing of different cross section size post mould, can reuse, thus reduces fund input amount, promotes the utilization rate of material.
4th, first pushing tow screw mandrel, the second pushing tow screw mandrel and limited screw are provided with anti-pollution sleeve pipe, when can prevent from building, concrete drops on pushing tow screw mandrel and limited screw, can not affect the use of pushing tow screw mandrel and limited screw, improves the application life of pushing tow screw mandrel and limited screw.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated.
Fig. 1 is tool type rectangular column mould reinforcement apparatus structure schematic diagram of the present invention.
Fig. 2 is the A-A direction view of Fig. 1.
Fig. 3 is the B-B direction view of Fig. 1.
Fig. 4 is the structural representation of I type rod member and the first means for adjusting limit of movement.
Fig. 5 is the structural representation of II type rod member and the second means for adjusting limit of movement.
In figure, 1 is I type rod member, and 2 is II type rod member, 3 is the first means for adjusting limit of movement, and 31 is the first bracing frame, and 32 is the second bracing frame, 33 is the first pushing tow screw mandrel, and 34 is limited screw, and 35 is clamp nut, 36 is stop nut, and 4 is the second means for adjusting limit of movement, and 41 is mobile beam channel, 42 is baffle plate, and 43 is the second pushing tow screw mandrel, and 5 is anti-pollution sleeve pipe, 6 is limiting plate, and 7 is maintenance steel bar.
Detailed description of the invention
As shown in Fig. 1-Fig. 3, tool type rectangular column mould reinforcement device, comprise two I type rod members 1 and two II type rod members 2, two I type rod members 1 and two II type rod members 2 all adopt channel-section steel, two ends of I type rod member 1 are provided with the first means for adjusting limit of movement 3, II type rod member 2 is provided with the second means for adjusting limit of movement 4, two I type rod members 1 are set in parallel in rectangular column mould both sides, II type rod member 2 is connected with the first means for adjusting limit of movement 3 of two I type rod member 1 homonymies respectively, the cross section of two I type bars and II type rod member 2 medial surface composition is rectangle, two the first means for adjusting limit of movements 3 on I type rod member 1 are for regulating the spacing of two II type rod members 2, the second means for adjusting limit of movement 4 on II type rod member 2 is for regulating the distance between the length of II type rod member 2 and two I type rod members 1.
As shown in Figure 4, first means for adjusting limit of movement 3 comprises the first bracing frame 31, second bracing frame 32, first pushing tow screw mandrel 33 and limited screw 34, described first bracing frame 31 and the second bracing frame 32 are disposed on I type rod member 1 end, distance between first bracing frame 31 and the second bracing frame 32 is greater than the width of II type rod member 2, first pushing tow screw mandrel 33 is through the installing hole be arranged on the first bracing frame 31 and fixed by clamp nut 35, and described limited screw 34 is through the installing hole on the second bracing frame 32 and fixed by stop nut 36.
Preferably, second bracing frame 32 entirety is in L-type, the minor face of L-type is vertically set on I type rod member 1, forms II type rod member 2 rest area between the second bracing frame 32 and I type rod member 1, and the distance between the second bracing frame 32 and I type rod member 1 is greater than the height of II type rod member 2.I type rod member 1 can be placed on like this in space that the second bracing frame 32 and I type rod member 1 formed, the second bracing frame 32 provide certain pressure also can to I type rod member 1, prevents I type rod member 1 from moving upward.
Preferably, described first pushing tow screw mandrel 33 and limited screw 34 are provided with anti-pollution sleeve pipe 5.
As shown in Figure 5, second means for adjusting limit of movement 4 comprises mobile beam channel 41, described mobile beam channel 41 is sleeved in described II type rod member 2, one end of mobile beam channel 41 is fixedly installed baffle plate 42, the other end is connected with the second pushing tow screw mandrel 43, described second pushing tow screw mandrel 43 is through the limiting plate 6 being arranged on II type rod member 2 end and fixed by clamp nut 35, and described clamp nut 35 is arranged between limiting plate 6 and mobile beam channel 41.
Preferably, II type rod member 2 is arranged at intervals with multiple maintenance steel bar 7.Maintenance steel bar 7 provides certain support force can to mobile beam channel 41, prevents the second pushing tow screw mandrel 43 stressed overweight, increases the application life of the second pushing tow screw mandrel 43.
Preferably, the second pushing tow screw mandrel 43 is set with anti-pollution sleeve pipe 5.
Use procedure of the present invention: the size of rectangular column mould cross section according to actual needs, adjust the distance between the limited screw 34 on two the first means for adjusting limit of movements 3 of every root I type rod member 1 end, make the length (or width) of itself and rectangular column mould measure-alike, then adjust the second pushing tow screw mandrel 43 on II type rod member 2, make the width (or length) of the baffle plate 42 on mobile beam channel 41 and the distance between the limiting plate 6 of II type rod member 2 end and rectangular column mould identical.The I type rod member 1 adjusted is set in parallel in the both sides of rectangular column mould, the II type rod member 2 that two are adjusted is placed in the first means for adjusting limit of movement 3, baffle plate 42 and limiting plate 6 are fixed with the outside of two I type rod members 1 respectively, rotate the first pushing tow screw mandrel 33 II type rod member 2 is clamped, so just whole bracing means is fixedly completed.
The channel-section steel opening of I type rod member 1 and II type rod member 2 is all towards ground when in use, on the first pushing tow screw mandrel 33, second pushing tow screw mandrel 43 with limited screw 34, be provided with anti-pollution sleeve pipe 5 simultaneously, this makes it possible to avoid concrete to fall in bracing means, do not affect the use of whole bracing means.
The present invention manufactures simply, easy to use, applies to rectangular column mould reinforcement as tool-type product, can adapt to the reinforcing of different cross section size post mould, can reuse, thus reduces fund input amount, promotes the utilization rate of material.
By reference to the accompanying drawings embodiments of the invention are explained in detail above, but the present invention is not limited to above-described embodiment, in the ken that those of ordinary skill in the art possess, various change can also be made under the prerequisite not departing from present inventive concept.
Claims (6)
1. tool-type rectangular column mould reinforcement device, it is characterized in that: comprise two I type rod members (1) and two II type rod members (2), the both ends of I type rod member (1) are provided with the first means for adjusting limit of movement (3), II type rod member (2) is provided with the second means for adjusting limit of movement (4), described two I type rod members (1) are set in parallel in rectangular column mould both sides, first means for adjusting limit of movement (3) of described two I type rod member (1) homonymies is all connected by II type rod member (2), described first means for adjusting limit of movement (3) is for regulating the spacing of two II type rod members (2), described second means for adjusting limit of movement (4) is for regulating the distance between the length of II type rod member (2) and two I type rod members (1),
Described first means for adjusting limit of movement (3) comprises the first bracing frame (31), second bracing frame (32), first pushing tow screw mandrel (33) and limited screw (34), described first bracing frame (31) and the second bracing frame (32) are disposed on I type rod member (1) end, distance between first bracing frame (31) and the second bracing frame (32) is greater than the width of II type rod member (2), first pushing tow screw mandrel (33) is also fixed by clamp nut (35) through the installing hole be arranged on the first bracing frame (31), described limited screw (34) is also fixed by stop nut (36) through the installing hole on the second bracing frame (32),
Described second means for adjusting limit of movement (4) comprises mobile beam channel (41), described mobile beam channel (41) is sleeved in described II type rod member (2), one end of mobile beam channel (41) is fixedly installed baffle plate (42), the other end is connected with the second pushing tow screw mandrel (43), described second pushing tow screw mandrel (43) through be arranged on II type rod member (2) end limiting plate (6) and by clamp nut (35) fix, described clamp nut (35) is arranged between limiting plate (6) and mobile beam channel (41).
2. tool-type rectangular column mould reinforcement device according to claim 1, is characterized in that: described I type rod member (1) and II type rod member (2) are channel-section steel.
3. tool-type rectangular column mould reinforcement device according to claim 2, it is characterized in that: described second bracing frame (32) entirety is in L-type, the minor face of L-type is vertically set on I type rod member (1), form II type rod member (2) rest area between second bracing frame (32) and I type rod member (1), the distance between the second bracing frame (32) and I type rod member (1) is greater than the height of II type rod member (2).
4. tool-type rectangular column mould reinforcement device according to claim 3, is characterized in that: described first pushing tow screw mandrel (33) and limited screw (34) are provided with anti-pollution sleeve pipe (5).
5. tool-type rectangular column mould reinforcement device according to claim 4, is characterized in that: described II type rod member (2) is arranged at intervals with multiple maintenance steel bar (7).
6. tool-type rectangular column mould reinforcement device according to claim 5, is characterized in that: described second pushing tow screw mandrel (43) is set with anti-pollution sleeve pipe (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410162355.0A CN103912120B (en) | 2014-04-22 | 2014-04-22 | Tool type rectangular column mould reinforcement device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410162355.0A CN103912120B (en) | 2014-04-22 | 2014-04-22 | Tool type rectangular column mould reinforcement device |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103912120A CN103912120A (en) | 2014-07-09 |
| CN103912120B true CN103912120B (en) | 2015-10-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410162355.0A Expired - Fee Related CN103912120B (en) | 2014-04-22 | 2014-04-22 | Tool type rectangular column mould reinforcement device |
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| Country | Link |
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| CN (1) | CN103912120B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104295092A (en) * | 2014-08-28 | 2015-01-21 | 中国二十冶集团有限公司 | Adjustable frame column formwork back arris system |
| CN104912323A (en) * | 2015-05-08 | 2015-09-16 | 浙江省二建建设集团有限公司 | Column hoop, for restraining steel reinforced concrete square column, of side templates and construction method of column hoop |
| KR102248717B1 (en) * | 2020-03-24 | 2021-05-04 | 장윤근 | Fixing band for mold for pillar |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2232955Y (en) * | 1994-12-27 | 1996-08-14 | 中国建筑第一工程局构件厂 | Pillar formwork with adjustable section |
| CN2408177Y (en) * | 2000-03-03 | 2000-11-29 | 李洪 | Post clamp |
| JP4164117B1 (en) * | 2008-01-26 | 2008-10-08 | 株式会社高長建設 | Formwork apparatus for prismatic concrete structure and construction method of prismatic concrete structure using the same |
| JP4279339B1 (en) * | 2008-04-21 | 2009-06-17 | 株式會社 村上工務店 | Column formwork unit, horizontal fastening frame for column formwork unit, and cast-in-place reinforced concrete pillar construction method |
| CN201176709Y (en) * | 2008-04-25 | 2009-01-07 | 中冶京唐建设有限公司 | Calibration column stirrup mold for frame column |
| CN101538939B (en) * | 2009-03-03 | 2010-10-27 | 江苏省华建建设股份有限公司 | Construction method for preset nut type steel-reinforced concrete compound pier template fixing device |
| CN201679231U (en) * | 2010-05-05 | 2010-12-22 | 王连起 | Template clamp for construction |
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2014
- 2014-04-22 CN CN201410162355.0A patent/CN103912120B/en not_active Expired - Fee Related
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| CN103912120A (en) | 2014-07-09 |
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Legal Events
| Date | Code | Title | Description |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C53 | Correction of patent for invention or patent application | ||
| CB02 | Change of applicant information |
Address after: North Building 030013 Shanxi Xinghualing district city of Taiyuan province No. 235 Applicant after: SHANXI HONGTU CONSTRUCTION GROUP CO., LTD. Address before: 030006 Shanxi Province, Taiyuan City Pro Yin North No. 21 Hongan international No. 21 15 Floor Applicant before: Shanxi Hongtu Construction Engineering Co., Ltd. |
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| CB03 | Change of inventor or designer information |
Inventor after: Zhao Shusheng Inventor after: Zhao Yidong Inventor after: Sun Yonggang Inventor after: Xu Yankai Inventor after: Wang Zhengwei Inventor after: Zhao Yongdun Inventor after: Zhou Yingcai Inventor after: Zhang Zixiu Inventor before: Zhao Shusheng Inventor before: Sun Yonggang Inventor before: Xu Yankai Inventor before: Wang Zhengwei Inventor before: Zhao Yongdun Inventor before: Zhou Yingcai Inventor before: Zhang Zixiu |
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| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 030006 TAIYUAN, SHAANXI PROVINCE TO: 030013 TAIYUAN, SHAANXI PROVINCE Free format text: CORRECT: APPLICANT; FROM: SHANXI HONGTU CONSTRUCTIONAL ENGINEERING CO., LTD. TO: SHANXI HONGTU CONSTRUCTIONAL GROUP CO., LTD. Free format text: CORRECT: INVENTOR; FROM: ZHAO SHUSHENG SUN YONGGANG XU YANKAI WANG ZHENGWEI ZHAO YONGDUN ZHOU YINGCAI ZHANG ZIXIU TO: ZHAO SHUSHENG ZHAO YIDONG SUN YONGGANG XU YANKAI WANG ZHENGWEI ZHAO YONGDUN ZHOU YINGCAI ZHANG ZIXIU |
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| C14 | Grant of patent or utility model | ||
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| 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: 20151028 Termination date: 20170422 |