CN102191851A - Novel support system - Google Patents
Novel support system Download PDFInfo
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- CN102191851A CN102191851A CN 201010126901 CN201010126901A CN102191851A CN 102191851 A CN102191851 A CN 102191851A CN 201010126901 CN201010126901 CN 201010126901 CN 201010126901 A CN201010126901 A CN 201010126901A CN 102191851 A CN102191851 A CN 102191851A
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- support system
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Abstract
The invention provides a novel support system, comprising a plurality of base regulating rods, a plurality of vertical columns, a plurality of connection members and a plurality of horizontal connection rods, wherein the plurality of vertical columns are arranged on each base regulating rod; the plurality of connection members are arranged on the vertical columns; and the plurality of horizontal connection rods are arranged among the vertical columns through the connection members. The novel support system is provided with the connection members; the horizontal connection rods can be conveniently fixed by a fastening unit of the connection member, so that the engineering construction is flexible and convenient. The lengths of the members of the novel support system can be regulated freely according to the requirements, so that the support system can meet various construction requirements, and the applicability of the support system is improved.
Description
Technical field
The present invention relates to a kind of support that is applicable to various cast-in-place construction engineerings, be specifically related to a kind of New-support system.
Background technology
At present, the mode of building of existing engineering rack is, the monolateral overall structure that is built into, after building moulding, in its mass-type foundation, reinforce, its shortcoming is that the structure of the monolateral one of existing support makes support unit weight strengthen, and causes transportation, combination and removes not easy, material uses many, poor stability.
Summary of the invention
The invention provides a kind of New-support system, strutting system is flexible, and transportation is removed convenient, and material uses few, reduces cost.
For achieving the above object, the invention provides a kind of New-support system, this system comprises many foundation holder adjusting rod, be separately positioned on the many root posts on each collet adjusting rod, be arranged on a plurality of links on the column, and be erected at many horizontal brace rods between many root posts respectively by link.
The top of above-mentioned column is provided with nested structure; The external diameter of this nested structure and the internal diameter of column are suitable.
Above-mentioned link comprises a plurality of around the fastening mouth that connects; This fastening mouth is provided with corresponding through hole.
Above-mentioned horizontal brace rod two ends respectively are provided with triangular end; This triangular end is provided with through hole, and the shape and the through hole of the shape of this triangular end and through hole and described fastening mouth are complementary.
Above-mentioned column top is provided with the post adjustment bar.
Above-mentioned post adjustment bar is provided with the jacking adjusting rod.
Many diagonal members have also been set up between above-mentioned many root posts; Also be provided with a plurality of joint pins on the above-mentioned column; Be connected by joint pin between this column and the diagonal member.
New-support system of the present invention is compared with existing support, and its advantage is that the present invention is provided with link, and its fastening mouth can convenient fixed level connecting rod, makes engineering construction light flexibly;
New-support system of the present invention, its parts can freely be adjusted length as requested, make this strutting system can reach various construction requirements, improve applicability of the present invention.
Description of drawings
Fig. 1 is the general structure schematic diagram of a kind of New-support system of the present invention;
Fig. 2 is the structural representation of the column of a kind of New-support system of the present invention;
Fig. 3 is the structural representation of the horizontal brace rod of a kind of New-support system of the present invention.
The specific embodiment
Below in conjunction with accompanying drawing, further specify embodiments of the invention.
The specific embodiment of a kind of New-support system of the present invention, as shown in Figure 1, support monomer of the present invention comprises collet adjusting rod 2, column 1, horizontal brace rod 3 and diagonal member 6.Four foundation holder adjusting rods 2 are set to square on flat surface, this collet adjusting rod 2 is provided with regulates screw thread and nut, but free adjustment collet adjusting rod 2 height; Vertically be socketed with the identical column of length 1 respectively on every foundation holder adjusting rod 2.This column 1 adopts Q345 low-alloy steel to make, and an end of column 1 is provided with nested structure 11; The external diameter of this nested structure 11 is less than the diameter at column 1 other positions, and suitable with the internal diameter of column 1, and any two root posts 1 are connected.When column 1 is installed, the end that column 1 is provided with nested structure 11 up, the end that nested structure 11 is not set is socketed on the collet adjusting rod 2, by the concrete construction requirement many root posts 1 of socket successively, make each column 1 on the four foundation holder adjusting rods 2 highly all reach construction requirement on each collet adjusting rod 2.
In the support monomer of the present invention, level frame is provided with two horizontal brace rods of being made by Q345 low-alloy steel 3 between the column 1 of per two adjacent settings, eight these horizontal brace rods 3 connect as one four root posts 1 that are provided with on the four foundation holder adjusting rods 2, and compositing monomer is the strutting system of cuboid.Each tie point between horizontal brace rod 3 and the column 1 is all connected easily by link 4.
Simultaneously, be provided with two diagonal members 6 between the column 1 of per two adjacent settings across, eight diagonal members 6 connect as one four root posts 1 that are provided with on the four foundation holder adjusting rods 2, make that support unit system of the present invention is more firm, diagonal member 6 is made by the Q195 structural carbon steel, and diagonal member 6 two ends respectively are provided with the hole.
As shown in Figure 2, link 4 is welded on the column 1, and this link 4 comprises four fastening mouths 41 around column 1 connection; Each fastening mouth 41 comprises two blocks of side plates that are arranged in parallel and is arranged on two base plates between the side plate; Biside plate vertically is provided with, and base plate is horizontal by the certain angle setting, and biside plate and base plate make fastening mouth 41 inner chambers be three-legged structure; And be respectively equipped with corresponding two through hole on two blocks of side plates in the same fastening mouth 41.Be provided with joint pin 12 with diagonal member 6 corresponding connecting portions on the column 1, hole on the diameter of this joint pin 12 and the diagonal member 6 is suitable, simultaneously, also be provided with flexible fastening mechanism on the joint pin 12, after the borehole jack of diagonal member 6 is connected on the joint pin 12, this flexible fastening mechanism is a fixing brace bar 6, makes it can be from not skidding off joint pin 12.
As shown in Figure 3, horizontal brace rod 3 two ends respectively are provided with a triangular end 31; This triangular end 31 is provided with through hole, and the cavity shape and the through hole of the fastening mouth 41 on the shape of this triangular end 31 and through hole and the link 4 are complementary.Be installed in the fastening mouth 41 of link 4 to triangular end 31 coupling, and pass through hole on the side plate of triangular end 31 and fastening mouth 41 with latch, firmly fixed level connecting rod 3 and column 1.
In concrete construction works, lift the engineering construction building materials as need on the strutting system top, then need on the nested structure 11 on each column 1 top, post adjustment bar 8 to be set, and on post adjustment bar 8, jacking adjusting rod 5 is set; Post adjustment bar 8 can be according to concrete construction requirement, and socket is a plurality of on column 1 top, fine tuning column 1 height, and simultaneously, this post adjustment bar 8 is also in order to fixing jacking adjusting rod 5; Jacking adjusting rod 5 tops are provided with the crotch frame of bipod, and in order to support the construction building materials, this jacking adjusting rod 5 is provided with and regulates screw thread and nut simultaneously, can be by construction requirement free adjustment height.As need support construction building materials in a lateral direction, then horizontal shore 7 can be installed on link 4, this horizontal shore 7 is provided with triangular end, horizontal shore 7 firmly is connected with link 4, after the connection, latch is passed through hole on the triangular end of horizontal shore 7 and the through hole on the link 4, make horizontal shore 7 by link 4 horizontal fixed in a side of column 1.Support monomer of the present invention can be according to concrete construction requirement expandable stent system by link 4, and each support monomer keeps independence separately simultaneously, is convenient to the dismounting and the transportation of support.
Although content of the present invention has been done detailed introduction by above preferred embodiment, will be appreciated that above-mentioned description should not be considered to limitation of the present invention.After those skilled in the art have read foregoing, for multiple modification of the present invention with to substitute all will be conspicuous.Therefore, protection scope of the present invention should be limited to the appended claims.
Claims (7)
1. New-support system, it is characterized in that, this system comprises many foundation holder adjusting rod (2), be separately positioned on the many root posts (1) on each collet adjusting rod (2), be arranged on a plurality of links (4) on the column (1), and be erected at many horizontal brace rods (3) between many root posts (1) respectively by link (4).
2. New-support system as claimed in claim 1 is characterized in that, an end of described column (1) is provided with nested structure (11); The internal diameter of the external diameter of described nested structure (11) and described column (1) is suitable.
3. New-support system as claimed in claim 1 is characterized in that, described link (4) comprises a plurality of around the fastening mouth (41) that connects; Described fastening mouth (41) is provided with corresponding through hole.
4. New-support system as claimed in claim 3 is characterized in that, described horizontal brace rod (3) two ends respectively are provided with triangular end (31); Described triangular end (31) is provided with through hole, and the shape and the through hole of shape of this triangular end (31) and through hole and described fastening mouth (41) are complementary.
5. New-support system as claimed in claim 1 is characterized in that, described column (1) top is provided with post adjustment bar (8).
6. New-support system as claimed in claim 5 is characterized in that, described post adjustment bar (8) is provided with jacking adjusting rod (5).
7. New-support system as claimed in claim 1 is characterized in that, has also set up many diagonal members (6) between described many root posts (1); Also be provided with a plurality of joint pins (12) on the described column (1); Be connected by joint pin (12) between described column (1) and the described diagonal member (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010126901 CN102191851B (en) | 2010-03-18 | 2010-03-18 | Novel support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010126901 CN102191851B (en) | 2010-03-18 | 2010-03-18 | Novel support system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102191851A true CN102191851A (en) | 2011-09-21 |
| CN102191851B CN102191851B (en) | 2013-04-24 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010126901 Expired - Fee Related CN102191851B (en) | 2010-03-18 | 2010-03-18 | Novel support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN102191851B (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535827A (en) * | 2012-01-10 | 2012-07-04 | 蔡炳权 | Interlocking-type formwork-support scaffold |
| CN103015697A (en) * | 2013-01-05 | 2013-04-03 | 云南建工集团有限公司 | Construction device for bottom horizontal tube casing of bowl buckle type steel pipe scaffold |
| 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 |
| CN105525742A (en) * | 2015-12-29 | 2016-04-27 | 北京国家游泳中心有限责任公司 | Fast assembly and disassembly frame body structure for platform structure support and construction method thereof |
| CN112538960A (en) * | 2020-12-09 | 2021-03-23 | 河南省予卓信息科技有限公司 | Make things convenient for dismouting and firm scaffold frame |
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| CN86101147A (en) * | 1986-02-21 | 1987-02-11 | 徐荣俊 | Combined steel pipe scaffold |
| AU6912587A (en) * | 1986-02-20 | 1987-08-27 | Speedy Gantry Hire Pty. Ltd. | Modular Gantry Assemblies Providing Temporary Pedestrian Thoroughfares |
| US4949649A (en) * | 1989-04-28 | 1990-08-21 | Sico Incorporated | Folding stages |
| CN2194949Y (en) * | 1994-05-23 | 1995-04-19 | 湖南省公路机械工程公司 | Insertion built-up scaffold |
| CN2654765Y (en) * | 2003-11-07 | 2004-11-10 | 吕伟嘉 | Inserted type gravity self locking scaffold |
| KR20060099892A (en) * | 2005-03-15 | 2006-09-20 | 대우조선해양 주식회사 | Connection apparatus for guide rail |
| CN200955254Y (en) * | 2006-09-30 | 2007-10-03 | 王雄文 | Supporting device for building |
| CN201011122Y (en) * | 2007-03-23 | 2008-01-23 | 翁振华 | Locating disk of direct plugged self-locking type scaffold |
| CN201013080Y (en) * | 2007-02-09 | 2008-01-30 | 刘维俊 | Novel plug type scaffold |
| CN201068646Y (en) * | 2007-06-28 | 2008-06-04 | 吕宗益 | Work frame joint modified structure |
| WO2008109959A1 (en) * | 2007-03-14 | 2008-09-18 | Gesswein, Andreas Klaus | Length adjustable member |
| CN101372864A (en) * | 2007-08-22 | 2009-02-25 | 卢兴明 | Multi-direction centralized connection type composed scaffold |
| CN101597955A (en) * | 2009-04-30 | 2009-12-09 | 台山市东扩钢构有限公司 | Safety scaffold |
-
2010
- 2010-03-18 CN CN 201010126901 patent/CN102191851B/en not_active Expired - Fee Related
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU6912587A (en) * | 1986-02-20 | 1987-08-27 | Speedy Gantry Hire Pty. Ltd. | Modular Gantry Assemblies Providing Temporary Pedestrian Thoroughfares |
| CN86101147A (en) * | 1986-02-21 | 1987-02-11 | 徐荣俊 | Combined steel pipe scaffold |
| US4949649A (en) * | 1989-04-28 | 1990-08-21 | Sico Incorporated | Folding stages |
| CN2194949Y (en) * | 1994-05-23 | 1995-04-19 | 湖南省公路机械工程公司 | Insertion built-up scaffold |
| CN2654765Y (en) * | 2003-11-07 | 2004-11-10 | 吕伟嘉 | Inserted type gravity self locking scaffold |
| KR20060099892A (en) * | 2005-03-15 | 2006-09-20 | 대우조선해양 주식회사 | Connection apparatus for guide rail |
| CN200955254Y (en) * | 2006-09-30 | 2007-10-03 | 王雄文 | Supporting device for building |
| CN201013080Y (en) * | 2007-02-09 | 2008-01-30 | 刘维俊 | Novel plug type scaffold |
| WO2008109959A1 (en) * | 2007-03-14 | 2008-09-18 | Gesswein, Andreas Klaus | Length adjustable member |
| CN201011122Y (en) * | 2007-03-23 | 2008-01-23 | 翁振华 | Locating disk of direct plugged self-locking type scaffold |
| CN201068646Y (en) * | 2007-06-28 | 2008-06-04 | 吕宗益 | Work frame joint modified structure |
| CN101372864A (en) * | 2007-08-22 | 2009-02-25 | 卢兴明 | Multi-direction centralized connection type composed scaffold |
| CN101597955A (en) * | 2009-04-30 | 2009-12-09 | 台山市东扩钢构有限公司 | Safety scaffold |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535827A (en) * | 2012-01-10 | 2012-07-04 | 蔡炳权 | Interlocking-type formwork-support scaffold |
| CN103015697A (en) * | 2013-01-05 | 2013-04-03 | 云南建工集团有限公司 | Construction device for bottom horizontal tube casing of bowl buckle type steel pipe scaffold |
| 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 |
| CN105525742A (en) * | 2015-12-29 | 2016-04-27 | 北京国家游泳中心有限责任公司 | Fast assembly and disassembly frame body structure for platform structure support and construction method thereof |
| CN105525742B (en) * | 2015-12-29 | 2017-09-05 | 北京国家游泳中心有限责任公司 | A kind of fast assembling-disassembling frame structure supported for platform structure and its construction method |
| CN112538960A (en) * | 2020-12-09 | 2021-03-23 | 河南省予卓信息科技有限公司 | Make things convenient for dismouting and firm scaffold frame |
Also Published As
| Publication number | Publication date |
|---|---|
| CN102191851B (en) | 2013-04-24 |
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| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| 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: 20130424 Termination date: 20160318 |