CN104018655B - A kind of assembly type monomer bracing frame - Google Patents
A kind of assembly type monomer bracing frame Download PDFInfo
- Publication number
- CN104018655B CN104018655B CN201410268139.4A CN201410268139A CN104018655B CN 104018655 B CN104018655 B CN 104018655B CN 201410268139 A CN201410268139 A CN 201410268139A CN 104018655 B CN104018655 B CN 104018655B
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- CN
- China
- Prior art keywords
- support bar
- fixed frame
- bracing frame
- silk braid
- adjusting rod
- 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.)
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Abstract
The invention belongs to construction implement technical field, relate to a kind of assembly type monomer bracing frame, upper fixed frame and lower fixed frame all use four steel cylindrical tube to be welded, socket pipe all it is welded with on four angles of upper fixed frame, 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, and centre is square tube construction, and the two ends up and down of adjusting rod have silk braid to be connected on upper support bar and lower support bar respectively；On four angles of lower fixed frame, all welding is shaped with lower socket pipe, 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；Its simple in construction, easy to use, safety is high, low cost, and efficiency is high, it is simple to regulation and mounting or dismounting.
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, by multiple
Monomer supporting framework becomes an entirety admittedly, is applied to full hall bracing frame, exhibition booth is built, dais is built and supported the building of platform with equipment.
Background technology:
Building-supporting frame is important construction instrument, mainly includes full hall scaffold and full hall bracing frame, and wherein full hall scaffold composition is executed
Work platform, for workmen at upper surface construction, undertakes the artificial and weight of material；Full hall bracing frame constitutes support platform, is mainly used to bear coagulation
Soil pours or the weight of other structures.Increasingly mature and perfect along with construction market, bamboo wood formula bracing frame is phased out out construction market, mesh
Front conventional bracing frame system includes gate type support frame system, bowl fastening type bracing frame system, steel tubular support with couplers system and spigot-and-socket supporting frame
Be four kinds, the main employing steel tubular support with couplers of construction market, it processes simplicity, dismounting flexibly, convenient transportation, highly versatile, but peace
All risk insurance card is poor, and construction efficiency is low, needs the scaffolder being skilled in technique, and labor strength is higher.In building construction, need manually to take
Building full hall bracing frame for supporting the concreting of floor, the safety of builder's construction is low, and labor intensity is high, and efficiency of construction is low, Er Qieman
The hall levelling complex procedures of supporting plane of bracing frame, levelling difficulty are big.
Summary of the invention:
It is an object of the invention to the shortcoming overcoming prior art to exist, seeking design provides a kind of combination type monomer bracing frame, single by application
Body bracing frame, reach safer, low cost, high efficiency, easily regulation, easy mounting or dismounting, from combining the purpose building full hall bracing frame.
To achieve these goals, the agent structure of the present invention include fixed frame, upper socket pipe, upper support bar, adjusting rod, lower
Strut, lower socket pipe and lower fixed frame；The upper fixed frame of rectangle structure uses four steel cylindrical tube to be welded, upper fixed frame
Socket pipe all it is welded with on four angles, for connecing without silk braid between upper fixed frame and upper support bar, its diameter a length of of upper socket pipe
Three times；The upper end non-threaded of upper support bar, 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
On adjusting rod；The two ends up and down of adjusting rod are helicitic texture, and centre is square tube construction, and the two ends up and down of adjusting rod have silk braid to be connected on respectively
On strut and lower support bar, being regulated height and the angle of top side face of whole monomer bracing frame by rotation adjusting lever, maximal regulated height is adjusting rod
Length, 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 uses four
Root steel cylindrical tube is welded, and on four angles of lower fixed frame, all welding is shaped with lower socket pipe, between lower fixed frame and lower support bar
Connect without silk braid, three times of its diameter a length of of lower socket pipe；There are screw thread, lower end non-threaded in the upper end of lower support bar, and the upper end of lower support bar has
Silk braid is connected on adjusting rod, and lower end is connected on lower fixed frame without silk braid；A length of 200-500mm of whole monomer bracing frame, a width of 200-500mm,
A height of 500-4000mm, regulation height is the 30% of total height.
The monomer bracing frame that the present invention relates to can build full hall bracing frame, first builds each monomer bracing frame in construction working region, according to
Construction needs to build the monomer bracing frame of desired height, is then lifted into work zone, then with fixing rod lock part, longitudinally fixed bar and laterally consolidates
Fixed pole becomes a full hall bracing frame overall monomer supporting framework admittedly, and full hall bracing frame end face is equipped with gripper shoe, and during construction, face pours on the supporting plate
Cement.
The present invention is compared with prior art, it is possible to meets cast-in-situ concrete beam, plate, post and shear wall and supports demand, is favorably improved cast-in-place
Concrete engineering quality, meets energy-conserving and environment-protective requirement, has wide marketing prospect, its simple in construction, and easy to use, safety is high, becomes
This is low, and efficiency is high, it is simple to regulation and mounting or dismounting.
Accompanying drawing illustrates:
Fig. 1 is the agent structure principle schematic of the present invention.
Fig. 2 is the full hall support frame structure principle schematic that the present invention builds.
Detailed description of the invention:
Below in conjunction with the accompanying drawings and by embodiment the present invention is further described.
Embodiment:
The agent structure of the present embodiment (as shown in Figure 1) include fixed frame 1, upper socket pipe 2, upper support bar 3, adjusting rod 4, lower
Strut 5, lower socket pipe 6 and lower fixed frame 7；The upper fixed frame 1 of rectangle structure uses four steel cylindrical tube to be welded, upper solid
Determine all to be welded with socket pipe 2 on four angles of framework 1, for connecing without silk braid between upper fixed frame 1 and upper support bar 3, upper socket pipe
Three times of its diameter a length of of 2；The upper end non-threaded of upper support bar 3, lower end has screw thread, the upper end of upper support bar 3 to be connected on upper socket without silk braid
On pipe 2, 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, and centre is square tube construction, adjusting rod
The two ends up and down of 4 have silk braid to be connected on upper support bar 3 and lower support bar 5 respectively, are regulated the height of whole monomer bracing frame by rotation adjusting lever 4
With the angle of top side face, maximal regulated height is the length of adjusting rod 4, and maximal regulated angle is high by the maximal regulated of four adjusting rods on four angles
Degree difference determines；On four angles of lower fixed frame 7 all welding be shaped with lower socket pipe 6, between lower fixed frame 7 and lower support bar 5 without silk
Socket, three times of its diameter a length of of lower socket pipe 6；There are screw thread, lower end non-threaded, the upper end of lower support bar 5 in the upper end of lower support bar 5
Having silk braid to be connected on adjusting rod 4, lower end is connected on lower fixed frame 7 without silk braid；The lower fixed frame 7 of rectangle structure uses four cylindrical steel
Sealing of tube forms；Whole monomer bracing frame is long 200-500mm, wide plurality of specifications between 200-500mm, high 500-4000mm, regulation height
For total height 30%.
The monomer bracing frame that the present embodiment relates to can build full hall bracing frame, first builds each monomer bracing frame in working region, according to executing
Work needs to build the monomer bracing frame of desired height, is then lifted into operation area, then with fixing rod lock part 8, longitudinally fixed bar 9 and laterally fixes
10 monomer supporting frameworks of bar become a full hall bracing frame overall admittedly, and full hall bracing frame end face is equipped with gripper shoe 12, face on the supporting plate during construction
Joints cement 11, as shown in Figure 2.
Claims (1)
1. an assembly type monomer bracing frame, it is characterised in that agent structure includes fixed frame, upper socket circle
Pipe, upper support bar, adjusting rod, lower support bar, lower socket pipe and lower fixed frame；Rectangle structure
Upper fixed frame uses four steel cylindrical tube to be welded, and four angles of upper fixed frame are all welded with
Socket pipe, for connecing without silk braid between upper fixed frame and upper support bar, upper socket pipe a length of its
Three times of diameter；The upper end non-threaded of upper support bar, there is screw thread lower end, and the upper end of upper support bar connects without silk braid
On upper socket pipe, 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, and the two ends up and down of adjusting rod have silk braid to be connected on upper support bar and lower support bar respectively,
Regulated height and the angle of top side face of whole monomer bracing frame by rotation adjusting lever, maximal regulated height is
The length of adjusting rod, 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 uses four steel cylindrical tube to be welded, four angles of lower fixed frame
On all welding be shaped with lower socket pipe, for connecing without silk braid between lower fixed frame and lower support bar, lower socket
Three times of its diameter a length of of pipe；There are screw thread, lower end non-threaded, lower support bar in the upper end of lower support bar
Upper end have silk braid to be connected on adjusting rod, lower end is connected on lower fixed frame without silk braid；Whole monomer bracing frame
A length of 200-500mm, a width of 200-500mm, a height of 500-4000mm, regulation height be total height
30%；Described assembly type monomer bracing frame, can build full hall bracing frame, first build in construction working region
Each monomer bracing frame good, needs to build the monomer bracing frame of desired height, is then lifted into according to construction
Work zone, then with fixing rod lock part, longitudinally fixed bar and the most fixing bar, monomer supporting framework is solid
Become a full hall bracing frame overall.
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 |
|---|---|
| CN104018655A CN104018655A (en) | 2014-09-03 |
| CN104018655B true CN104018655B (en) | 2016-08-24 |
Family
ID=51435621
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410268139.4A Expired - Fee Related CN104018655B (en) | 2014-06-17 | 2014-06-17 | A kind of assembly type monomer bracing frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104018655B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104763717B (en) * | 2015-03-23 | 2017-07-07 | 朱宏宇 | Positive-inclination multidirectional three-dimensional connecting splint section, quick-mounting frame, application and method thereof |
| 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 |
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| Publication number | Publication date |
|---|---|
| CN104018655A (en) | 2014-09-03 |
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