CN104018655A - Component-based single supporting frame - Google Patents
Component-based single supporting frame Download PDFInfo
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- CN104018655A CN104018655A CN201410268139.4A CN201410268139A CN104018655A CN 104018655 A CN104018655 A CN 104018655A CN 201410268139 A CN201410268139 A CN 201410268139A CN 104018655 A CN104018655 A CN 104018655A
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- support bar
- bracing frame
- fixed frame
- adjusting rod
- frame
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Abstract
The invention belongs to the technical field of building construction devices, and relates to a component-based single supporting frame. An upper fixing frame and a lower fixing frame are respectively formed by four cylindrical steel tubes in a welded mode. Upper sleeved connection circular tubes are welded to the four corners of the upper fixing frame respectively. The upper ends of upper supporting rods are connected to the upper sleeved connection circular tubes in a thread-free and sleeved mode. The lower ends of the upper supporting rods are connected to adjustment rods in a threaded and sleeved mode. The upper ends and the lower ends of the adjustment rods are all of threaded structures. The middles of the adjustment rods are of square tube structures. The upper ends and the lower ends of the adjustment rods are connected to the upper supporting rods and lower supporting rods in a threaded and sleeved mode respectively. Lower sleeved connection circular tubes are welded to the four corners of the lower fixing frame respectively. The upper ends of the lower supporting rods are connected to the adjustment rods in a threaded and sleeved mode. The lower ends of the lower supporting rods are connected to the lower fixing frame in a thread-free and sleeved mode. The component-based single supporting frame is simple in structure, convenient to use, high in safety, low in cost, high in efficiency and convenient to adjust, assemble and disassemble.
Description
Technical field:
The invention belongs to construction implement technical field, relate to a kind of assembly type monomer bracing frame, by the combination of suitable lockset, a plurality of monomer supporting frameworks are become to an integral body admittedly, be applied to that full hall bracing frame, exhibition booth are built, dais is built and the building of device support platform.
Background technology:
Building-supporting frame is important building operations instrument, mainly comprises full hall scaffold and full hall bracing frame, and wherein full hall scaffold forms operation platform, for constructor, constructs in the above, bears the weight of artificial and material; Full hall bracing frame forms support platform, is mainly used to bear concreting or the weight of other structures.Increasingly mature and perfect along with construction market, bamboo wood formula bracing frame is progressively eliminated out construction market, at present conventional bracing frame system comprises four kinds of gate type support frame system, bowl fastening type bracing frame system, steel tubular support with couplers system and spigot-and-socket bracing frame systems, the main employing steel tubular support with couplers of construction market, its processing is easy, dismounting is flexible, convenient transportation, highly versatile, but safety assurance is poor, construction efficiency is low, the scaffolder that need to be skilled in technique, and labor strength is higher.In building construction, need to manually build full hall bracing frame for supporting the concreting of floor, the safety of construction worker's construction is low, and labour intensity is high, and efficiency of construction is low, and supporting plane levelling complex procedures, the levelling difficulty of full hall bracing frame are large.
Summary of the invention:
The object of the invention is to overcome the shortcoming that prior art exists, seek design a kind of combined type monomer bracing frame is provided, by application monomer bracing frame, reach safer, low-cost, high efficiency, easily regulate, easily mounting or dismounting, the object of full bracing frame is built in combination certainly.
To achieve these goals, agent structure of the present invention comprises fixed frame, upper socket pipe, upper support bar, adjusting rod, lower support bar, lower socket pipe and lower fixed frame; The upper fixed frame of rectangle structure adopts four steel cylindrical tube to be welded, and on four angles of upper fixed frame, is all welded with socket pipe, for connecing without silk braid between upper fixed frame and upper support bar, the length of upper socket pipe is its diameter three times; The upper end of upper support bar is without screw thread, and there is screw thread lower end, and the upper end of upper support bar is connected on upper socket pipe without silk braid, and lower end has silk braid to be connected on adjusting rod; The two ends up and down of adjusting rod are helicitic texture, centre is square tube construction, the two ends up and down of adjusting rod have respectively silk braid to be connected on upper support bar and lower support bar, by rotation adjusting rod, regulate the height of whole monomer bracing frame and the angle of top side face, maximal regulated height is the length of adjusting rod, and maximal regulated angle is determined by the maximal regulated difference in height of four adjusting rods on four angles; The lower fixed frame of rectangle structure adopts four steel cylindrical tube to be welded, and on four angles of lower fixed frame, all welding is shaped with lower socket pipe, for connecing without silk braid between lower fixed frame and lower support bar, the length of lower socket pipe is its diameter three times; There is screw thread the upper end of lower support bar, and lower end is without screw thread, and the upper end of lower support bar has silk braid to be connected on adjusting rod, and lower end is connected on lower fixed frame without silk braid; The length of whole monomer bracing frame is 200-500mm, and wide is 200-500mm, and height is 500-4000mm, and regulating is highly 30% of overall height.
The monomer bracing frame the present invention relates to can build full hall bracing frame, first in construction working region, build each monomer bracing frame, according to construction, need to build the monomer bracing frame of desired height, then be lifted into work zone, with fixed bar lockset part, longitudinal fixed bar and horizontal fixed bar, admittedly become a full hall bracing frame whole monomer supporting framework again, a full hall bracing frame end face is equipped with gripper shoe, during construction on gripper shoe joints cement.
The present invention compared with prior art, can meet cast-in-situ concrete beam, plate, post and shear wall and support demand, contribute to improve cast-in-place concrete quality, meet energy-conserving and environment-protective requirement, there is wide marketing prospect, it is simple in structure, easy to use, safe, cost is low, efficiency is high, is convenient to regulate and mounting or dismounting.
Accompanying drawing explanation:
Fig. 1 is agent structure principle schematic of the present invention.
Fig. 2 is the full hall support frame structure principle schematic that the present invention builds.
The specific embodiment:
Below in conjunction with accompanying drawing and by embodiment, the present invention is further described.
Embodiment:
The agent structure of the present embodiment (as shown in Figure 1) comprises fixed frame 1, upper socket pipe 2, upper support bar 3, adjusting rod 4, lower support bar 5, lower socket pipe 6 and lower fixed frame 7; The upper fixed frame 1 of rectangle structure adopts four steel cylindrical tube to be welded, on four angles of upper fixed frame 1, be all welded with socket pipe 2, for between upper fixed frame 1 and upper support bar 3, without silk braid, connect, the length of upper socket pipe 2 is its diameter three times; The upper end of upper support bar 3 is without screw thread, and there is screw thread lower end, and the upper end of upper support bar 3 is connected on upper socket pipe 2 without silk braid, and lower end has silk braid to be connected on adjusting rod 4; The two ends up and down of adjusting rod 4 are helicitic texture, centre is square tube construction, the two ends up and down of adjusting rod 4 have respectively silk braid to be connected on upper support bar 3 and lower support bar 5, by rotation adjusting rod 4, regulate the height of whole monomer bracing frame and the angle of top side face, maximal regulated height is the length of adjusting rod 4, and maximal regulated angle is determined by the maximal regulated difference in height of four adjusting rods on four angles; On four angles of lower fixed frame 7, all welding is shaped with lower socket pipe 6, for connecing without silk braid between lower fixed frame 7 and lower support bar 5, the length of lower socket pipe 6 is its diameter three times; There is screw thread the upper end of lower support bar 5, and lower end is without screw thread, and the upper end of lower support bar 5 has silk braid to be connected on adjusting rod 4, and lower end is connected on lower fixed frame 7 without silk braid; The lower fixed frame 7 of rectangle structure adopts four steel cylindrical tube to be welded; Whole monomer bracing frame is plurality of specifications between long 200-500mm, wide 200-500mm, high 500-4000mm, and regulating is highly 30% of overall height.
The monomer bracing frame that the present embodiment relates to can build full hall bracing frame, first in working region, build each monomer bracing frame, according to construction, need to build the monomer bracing frame of desired height, then be lifted into operation area, with fixed bar lockset part 8, longitudinal fixed bar 9 and horizontal fixed bar 10, admittedly become a full hall bracing frame whole monomer supporting framework again, a full hall bracing frame end face is equipped with gripper shoe 12, during construction on gripper shoe joints cement 11, as shown in Figure 2.
Claims (2)
1. an assembly type monomer bracing frame, is characterized in that agent structure comprises fixed frame, upper socket pipe, upper support bar, adjusting rod, lower support bar, lower socket pipe and lower fixed frame; The upper fixed frame of rectangle structure adopts four steel cylindrical tube to be welded, and on four angles of upper fixed frame, is all welded with socket pipe, for connecing without silk braid between upper fixed frame and upper support bar, the length of upper socket pipe is its diameter three times; The upper end of upper support bar is without screw thread, and there is screw thread lower end, and the upper end of upper support bar is connected on upper socket pipe without silk braid, and lower end has silk braid to be connected on adjusting rod; The two ends up and down of adjusting rod are helicitic texture, centre is square tube construction, the two ends up and down of adjusting rod have respectively silk braid to be connected on upper support bar and lower support bar, by rotation adjusting rod, regulate the height of whole monomer bracing frame and the angle of top side face, maximal regulated height is the length of adjusting rod, and maximal regulated angle is determined by the maximal regulated difference in height of four adjusting rods on four angles; The lower fixed frame of rectangle structure adopts four steel cylindrical tube to be welded, and on four angles of lower fixed frame, all welding is shaped with lower socket pipe, for connecing without silk braid between lower fixed frame and lower support bar, the length of lower socket pipe is its diameter three times; There is screw thread the upper end of lower support bar, and lower end is without screw thread, and the upper end of lower support bar has silk braid to be connected on adjusting rod, and lower end is connected on lower fixed frame without silk braid; The length of whole monomer bracing frame is 200-500mm, and wide is 200-500mm, and height is 500-4000mm, and regulating is highly 30% of overall height.
2. assembly type monomer bracing frame according to claim 1, it is characterized in that monomer bracing frame can build full hall bracing frame, first in construction working region, build each monomer bracing frame, according to construction, need to build the monomer bracing frame of desired height, then be lifted into work zone, with fixed bar lockset part, longitudinal fixed bar and horizontal fixed bar, admittedly become a full hall bracing frame whole monomer supporting framework again, a full hall bracing frame end face is equipped with gripper shoe, during construction on gripper shoe joints cement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410268139.4A CN104018655B (en) | 2014-06-17 | 2014-06-17 | A kind of assembly type monomer bracing frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410268139.4A CN104018655B (en) | 2014-06-17 | 2014-06-17 | A kind of assembly type monomer bracing frame |
Publications (2)
| Publication Number | Publication Date |
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| CN104018655A true CN104018655A (en) | 2014-09-03 |
| CN104018655B CN104018655B (en) | 2016-08-24 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410268139.4A Expired - Fee Related CN104018655B (en) | 2014-06-17 | 2014-06-17 | A kind of assembly type monomer bracing frame |
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| Country | Link |
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| CN (1) | CN104018655B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763717A (en) * | 2015-03-23 | 2015-07-08 | 朱宏宇 | Positively-biased multidirectional three-dimensional connected clamp plate link, quick-release frame, application and method of positively-biased multidirectional three-dimensional connected clamp plate link and quick-release frame |
| CN105644983A (en) * | 2016-03-03 | 2016-06-08 | 宏华海洋油气装备（江苏）有限公司 | Adjustable fixed strengthening device suitable for hoisting and transporting semi-flexible tank |
| CN113668365A (en) * | 2021-08-17 | 2021-11-19 | 李雨晴 | Adjustable bridge support |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3656269A (en) * | 1969-11-12 | 1972-04-18 | Mannesmann Leichtbau Gmbh | Support structure of frame work construction |
| CN2254926Y (en) * | 1996-07-26 | 1997-05-28 | 周德龙 | Composed scaffold |
| CN2561868Y (en) * | 2002-04-30 | 2003-07-23 | 陈坚 | Triangular stud scaffold |
| CN201665991U (en) * | 2010-03-26 | 2010-12-08 | 李勇 | Combined supporting frame |
| EP2305920A1 (en) * | 2009-09-28 | 2011-04-06 | Tucci service ristrutturazioni di Tucci (impresa individuale) | Modular building scaffold based on pipes filled with water |
| CN202945796U (en) * | 2012-07-24 | 2013-05-22 | 孙善骏 | Scaffold supporting group |
| CN103255929A (en) * | 2012-02-15 | 2013-08-21 | 天津三春科技有限公司 | Assembly technology of adjustable supporting columns and eight type modularized steel floor slab moulds |
-
2014
- 2014-06-17 CN CN201410268139.4A patent/CN104018655B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3656269A (en) * | 1969-11-12 | 1972-04-18 | Mannesmann Leichtbau Gmbh | Support structure of frame work construction |
| CN2254926Y (en) * | 1996-07-26 | 1997-05-28 | 周德龙 | Composed scaffold |
| CN2561868Y (en) * | 2002-04-30 | 2003-07-23 | 陈坚 | Triangular stud scaffold |
| EP2305920A1 (en) * | 2009-09-28 | 2011-04-06 | Tucci service ristrutturazioni di Tucci (impresa individuale) | Modular building scaffold based on pipes filled with water |
| CN201665991U (en) * | 2010-03-26 | 2010-12-08 | 李勇 | Combined supporting frame |
| CN103255929A (en) * | 2012-02-15 | 2013-08-21 | 天津三春科技有限公司 | Assembly technology of adjustable supporting columns and eight type modularized steel floor slab moulds |
| CN202945796U (en) * | 2012-07-24 | 2013-05-22 | 孙善骏 | Scaffold supporting group |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763717A (en) * | 2015-03-23 | 2015-07-08 | 朱宏宇 | Positively-biased multidirectional three-dimensional connected clamp plate link, quick-release frame, application and method of positively-biased multidirectional three-dimensional connected clamp plate link and quick-release frame |
| CN104763717B (en) * | 2015-03-23 | 2017-07-07 | 朱宏宇 | Just oblique Multi-directional three-dimensional connecting cleat section, shelve soon, using and its method |
| CN105644983A (en) * | 2016-03-03 | 2016-06-08 | 宏华海洋油气装备（江苏）有限公司 | Adjustable fixed strengthening device suitable for hoisting and transporting semi-flexible tank |
| CN113668365A (en) * | 2021-08-17 | 2021-11-19 | 李雨晴 | Adjustable bridge support |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104018655B (en) | 2016-08-24 |
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