CN204151692U - A kind of modular assembly formula connection system for guide rail - Google Patents
A kind of modular assembly formula connection system for guide rail Download PDFInfo
- Publication number
- CN204151692U CN204151692U CN201420599933.2U CN201420599933U CN204151692U CN 204151692 U CN204151692 U CN 204151692U CN 201420599933 U CN201420599933 U CN 201420599933U CN 204151692 U CN204151692 U CN 204151692U
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- Prior art keywords
- scaffold
- module
- fastener
- guide rail
- connection system
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Abstract
The utility model discloses a kind of modular assembly formula connection system for guide rail, belong to bridge foundation construction field, detachably spliced by some pieces of scaffold modules and form, and be provided with ladder at least one piece of scaffold module, described scaffold module whole is rectangular structure, comprise its upper and lower surface to be connected and fixed by shaped steel and the rectangle frame surrounded, its side is connected and fixed some vertical rods of upper and lower rectangle frame, and some legers that its front and back sides is connected by fastener right-angled intersection with described vertical rod, and be also connected with little cross bar by fastener between the corresponding tie point of leger described in its front and back sides and vertical rod.The utility model makes scaffold in the pier stud of scale construction, can connect height by quick-assembling, and adapts to various pier stud scaffold construction, and versatility is high; component is not easily lost, reduce manpower and utensil cost; only need simply assembled, turnover rate is high, reduces workman's work high above the ground risk.
Description
Technical field
The utility model belongs to bridge foundation construction field, particularly relates to when being applicable to bridge pier column scaffold construction, one-shot forming, takes and tears open and can have enough to meet the need the connection system for guide rail of use fast.
Background technology
1) traditional pier suspension column hand cradle:
Scaffold as bridge construction foundation construction particularly pier stud construction time the important job platform of one and lower channel; and be more and more widely used; but along with bridge construction is towards the propelling in the direction such as scale, standardization, current scaffold construction has certain limitation.Current pier shaft scaffold construction has two kinds, a kind of is exactly traditional steel tube fastener formula scaffold, according to physical dimension and the scaffold building code requirement of pier stud, by firm for scaffold building position based process, and at ground snap the line, by honest material under steel pipe, lay vertical rod successively, to sweep the floor bar, cross bar, and with fastener by vertical rod and bar fastening of sweeping the floor, lay leger again, little cross bar and respectively with vertical rod, leger fastener fastening, and then add interim hound, Anchored Bar and bridging etc., finally lay scaffold floor, colligation protection and shelves sole, vertical extension safety net, the like, scaffold is progressively connect height, the another kind of assemble type scaffold (wrist button or door-type scaffold) adopting batch production to process, is transported to scene by each unit member, carries out Matching installation according to installation procedure figure.
2) limitation of traditional structure:
The first steel tube fastener formula scaffold size can according to the form designed, designed of pier stud; versatility is good; but will mount and dismount once as a pier stud scale construction concrete structure of need often constructing; component (particularly fastener, scaffold floor and safety net etc.) spillage of material is compared with large and recovery utilization rate is little; manpower and utensil are costly; and installation rate is limited, work efficiency is low, workman's work high above the ground risk is high.The second assemble type scaffold (wrist button or door-type scaffold); scaffold patch unit part is processed in batch production; scene can be installed by Rapid matching; high effect, maintenance less but size and versatility poor; can not change according to any type of pier shaft size; and once drop into comparatively large (buy or lease all higher than the first scaffold); as too large as pier stud scale construction cost, the concrete structure that needs equally often to construct will mount and dismount once.
Utility model content
The purpose of this utility model is: propose a kind of modular assembly formula connection system for guide rail; make scaffold in the pier stud of scale construction, height can be connect by quick-assembling; and adapt to various pier stud scaffold construction; versatility is high; component is not easily lost, reduce manpower and utensil cost; only need simply assembled, turnover rate is high, reduces workman's work high above the ground risk.
The purpose of this utility model is realized by following technical proposals:
A kind of modular assembly formula connection system for guide rail, detachably spliced by some pieces of scaffold modules and form, and be provided with ladder at least one piece of scaffold module, between upper and lower scaffold module, all removably connected by scaffold tubes and fastener between the adjacent scaffold module in left and right, described scaffold module whole is rectangular structure, comprise its upper and lower surface to be connected and fixed by shaped steel and the rectangle frame surrounded, its side is connected and fixed some vertical rods of upper and lower rectangle frame, and some legers that its front and back sides is connected by fastener right-angled intersection with described vertical rod, and be also connected with little cross bar by fastener between the corresponding tie point of leger described in its front and back sides and vertical rod, platform is formed between level size cross bar, some platforms are equipped with scaffold floor.
As selection, described scaffold module splicing composition rectangle frame.
As selection, the front and back sides of described scaffold module is also provided with bridging.
The main scheme of aforementioned the utility model and each further selection scheme thereof can independent assortment to form multiple scheme; be the utility model can adopt and claimed scheme: as the utility model; each selection can select any combination with other; those skilled in the art can understand there is multiple combination according to prior art and common practise after understanding the present invention program; be the claimed technical scheme of the utility model, do not do exhaustive at this.
Workflow of the present utility model:
Shaped steel surrounds rectangle frame, form the upper and lower surface of the rectangular structure of scaffold module, vertical rod is directly welded in shaped steel, form the side of the rectangular structure of scaffold module, scaffold module all forms a rectangular configuration be made up of shaped steel up and down, and scaffold module is stressed more reasonable, and globality stability is better, other legers, little cross bar, bridging are all connected by fastener, and entirety forms again three-dimensional rectangle network; Scaffold module is after spelling completes, the weld seam carrying out scaffold module is connected inspection with fastener, pier stud construction location is transported to after qualified, undertaken installing and connecing height by hand fit's crane according to spelling drawing sub-module, scaffold module was connected with adjacent scaffold tubes by short scaffold tubes and fastener with (mainly up and down between module and adjacent block) between module.
The beneficial effects of the utility model: adopt modular assembly formula connection system for guide rail, overcome at the bottom of traditional pin hand cradle installation efficiency, turnaround speed is slow, component is easily lost, poor universality, the shortcoming that stressed and globality is poor, work high above the ground has a big risk.Use this connection system for guide rail, in-site installation versatility is high, can repeatedly have enough to meet the need, component is not lost substantially, effect is high, structure stress is reasonable, safety is high, and the integrated cost that work high above the ground risk significantly reduces, makes and uses is all lower than traditional pin hand cradle.
Accompanying drawing explanation
Fig. 1 is the scaffold module whole assembling schematic diagram of the utility model embodiment;
Fig. 2 is that the facade of the scaffold module of the utility model embodiment arranges schematic diagram;
Fig. 3 is the side arrangement schematic diagram of Fig. 2;
Fig. 4 is the layout schematic diagram of Fig. 2;
Fig. 5 is that the facade of the stepped scaffold module of tool of the utility model embodiment arranges schematic diagram (bridging is not shown);
In figure, 1 is scaffold module, and 2 is ladder, and 3 is shaped steel, and 4 is vertical rod, and 5 is leger, and 6 is little cross bar, and 7 is bridge pier column pier shaft, and 8 is bridging.
Detailed description of the invention
Below in conjunction with specific embodiments and the drawings, the utility model is further described.
Shown in 5, a kind of modular assembly formula connection system for guide rail, detachably spliced by some pieces of scaffold modules 1 and form, and be provided with ladder 2 at least one piece of scaffold module 1, between upper and lower scaffold module 1, all removably connected by scaffold tubes and fastener between the adjacent scaffold module 1 in left and right, scaffold module 1 entirety is in rectangular structure, comprise its upper and lower surface to be connected and fixed by shaped steel 3 and the rectangle frame surrounded, its side is connected and fixed some vertical rods 4 of upper and lower rectangle frame, and some legers 5 that its front and back sides is connected by fastener right-angled intersection with vertical rod 4, and be also connected with little cross bar 6 by fastener between its front and back sides leger 5 and the corresponding tie point of vertical rod 4, level size cross bar 5, platform is formed between 6, some platforms are equipped with scaffold floor.As selection, as shown in this embodiment, scaffold module 1 splices the rectangle frame of makeup ring around bridge pier column pier shaft 7, and the front and back sides of scaffold module 1 is also provided with bridging 8.
Workflow of the present utility model: the principle utilizing conventional scaffold, is made into the modularization scaffold of block formula.Scaffold module adopts common steel tube, fastener, channel-section steel composition, and compound material cost is suitable with common steel tube fastener scaffold.Modular assembly formula connection system for guide rail preparation method is as follows: for convenience of Site Template construction, scaffold distance pier shaft 0.8 ~ 1.2m, size and pier shaft size accordingly, the designed in advance various types of block size of good scaffold also carries out safety compute, module height can be fixed, adopt double-pole scaffold, length can adapt to pier stud size and change.Utilize shaped steel, scaffold tubes, various fastener, scaffold floor, safety net, steel plates etc. carry out welding spelling (in factory building or vacant lot) according to the drawing designed, vertical rod is directly welded in shaped steel, module all forms a rectangular configuration be made up of shaped steel up and down, module is stressed more reasonable, globality stability is better, other legers, little cross bar, bridging is all connected by fastener, module is after spelling completes, the weld seam carrying out module is connected inspection with fastener, pier stud construction location is transported to after qualified, undertaken installing and connecing height by hand fit's crane according to spelling drawing sub-module, between module with module, (mainly upper and lower between module and adjacent block) is connected with adjacent scaffold tubes by short scaffold tubes and fastener, height is connect along with module, initial period arranges cable wind rope, pier stud has been constructed after a joint, be connected with pier shaft by scaffold tubes, form closed strap-on structure, ensure that whole scaffold connects the safety of high construction, during scaffold dismounting, only the short scaffold tubes connected between adjacent block and fastener need be opened, then module whole lifting, and be transported to the installation of next pier stud.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all do within spirit of the present utility model and principle any amendment, equivalent to replace and improvement etc., all should be included within protection domain of the present utility model.
Claims (3)
1. a modular assembly formula connection system for guide rail, it is characterized in that detachably being spliced by some pieces of scaffold modules forming, and be provided with ladder at least one piece of scaffold module, between upper and lower scaffold module, all removably connected by scaffold tubes and fastener between the adjacent scaffold module in left and right, described scaffold module whole is rectangular structure, comprise its upper and lower surface to be connected and fixed by shaped steel and the rectangle frame surrounded, its side is connected and fixed some vertical rods of upper and lower rectangle frame, and some legers that its front and back sides is connected by fastener right-angled intersection with described vertical rod, and be also connected with little cross bar by fastener between the corresponding tie point of leger described in its front and back sides and vertical rod, platform is formed between level size cross bar, some platforms are equipped with scaffold floor.
2. modular assembly formula connection system for guide rail as claimed in claim 1, is characterized in that: described scaffold module splicing composition rectangle frame.
3. modular assembly formula connection system for guide rail as claimed in claim 1, is characterized in that: the front and back sides of described scaffold module is also provided with bridging.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420599933.2U CN204151692U (en) | 2014-10-16 | 2014-10-16 | A kind of modular assembly formula connection system for guide rail |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420599933.2U CN204151692U (en) | 2014-10-16 | 2014-10-16 | A kind of modular assembly formula connection system for guide rail |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204151692U true CN204151692U (en) | 2015-02-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420599933.2U Expired - Fee Related CN204151692U (en) | 2014-10-16 | 2014-10-16 | A kind of modular assembly formula connection system for guide rail |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204151692U (en) |
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894625A (en) * | 2017-04-01 | 2017-06-27 | 赵东平 | Modularization external hanging type scaffold |
| CN107059641A (en) * | 2017-05-26 | 2017-08-18 | 中铁三局集团华东建设有限公司 | Goods-shelf type pier shaft external scaffolding |
| CN107119576A (en) * | 2017-06-28 | 2017-09-01 | 中交路桥华南工程有限公司 | Pier construction security protection platform |
| CN107178037A (en) * | 2017-05-31 | 2017-09-19 | 中交二公局第工程有限公司 | The outer frame connecting structure of trestle vase-shaped column-type pier pier shaft and its construction technology |
| CN107489264A (en) * | 2017-09-26 | 2017-12-19 | 二十二冶集团天津建设有限公司 | Shaped steel adds the high support system construction method of steel pipe scaffold |
| CN108442343A (en) * | 2018-05-21 | 2018-08-24 | 中国水利水电第十四工程局有限公司 | A kind of standard module combined support device |
| CN109763427A (en) * | 2018-12-29 | 2019-05-17 | 中交路桥华东工程有限公司 | A kind of assembled operating platform of pier shaft reinforcing bar binding and its installation and method for dismounting |
| CN110080115A (en) * | 2019-05-29 | 2019-08-02 | 中交一公局集团有限公司 | Assembled pier construction guard system |
| CN110239691A (en) * | 2019-05-29 | 2019-09-17 | 中船澄西船舶修造有限公司 | A kind of chemical tanker oil cargo tank tool scaffold |
| CN113958104A (en) * | 2021-12-13 | 2022-01-21 | 芜湖新达园林绿化集团有限公司 | Scaffold system for building construction |
| CN116219892A (en) * | 2022-12-31 | 2023-06-06 | 兰州交通大学 | Intelligent adjustable assembled high-speed railway mound top support construction hydraulic support platform |
-
2014
- 2014-10-16 CN CN201420599933.2U patent/CN204151692U/en not_active Expired - Fee Related
Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106894625A (en) * | 2017-04-01 | 2017-06-27 | 赵东平 | Modularization external hanging type scaffold |
| CN106894625B (en) * | 2017-04-01 | 2022-11-11 | 赵东平 | Modularized external hanging scaffold |
| CN107059641A (en) * | 2017-05-26 | 2017-08-18 | 中铁三局集团华东建设有限公司 | Goods-shelf type pier shaft external scaffolding |
| CN107059641B (en) * | 2017-05-26 | 2023-08-18 | 中铁三局集团华东建设有限公司 | Goods shelf type pier body outer scaffold |
| CN107178037A (en) * | 2017-05-31 | 2017-09-19 | 中交二公局第工程有限公司 | The outer frame connecting structure of trestle vase-shaped column-type pier pier shaft and its construction technology |
| CN114197325A (en) * | 2017-06-28 | 2022-03-18 | 中交路桥华南工程有限公司 | Pier shaft construction safety protection platform |
| CN107119576A (en) * | 2017-06-28 | 2017-09-01 | 中交路桥华南工程有限公司 | Pier construction security protection platform |
| CN107489264A (en) * | 2017-09-26 | 2017-12-19 | 二十二冶集团天津建设有限公司 | Shaped steel adds the high support system construction method of steel pipe scaffold |
| CN108442343A (en) * | 2018-05-21 | 2018-08-24 | 中国水利水电第十四工程局有限公司 | A kind of standard module combined support device |
| CN109763427A (en) * | 2018-12-29 | 2019-05-17 | 中交路桥华东工程有限公司 | A kind of assembled operating platform of pier shaft reinforcing bar binding and its installation and method for dismounting |
| CN110239691A (en) * | 2019-05-29 | 2019-09-17 | 中船澄西船舶修造有限公司 | A kind of chemical tanker oil cargo tank tool scaffold |
| CN110080115A (en) * | 2019-05-29 | 2019-08-02 | 中交一公局集团有限公司 | Assembled pier construction guard system |
| CN110239691B (en) * | 2019-05-29 | 2024-03-19 | 中船澄西船舶修造有限公司 | Chemical tanker cargo oil tank frock scaffold |
| CN113958104A (en) * | 2021-12-13 | 2022-01-21 | 芜湖新达园林绿化集团有限公司 | Scaffold system for building construction |
| CN116219892A (en) * | 2022-12-31 | 2023-06-06 | 兰州交通大学 | Intelligent adjustable assembled high-speed railway mound top support construction hydraulic support platform |
| CN116219892B (en) * | 2022-12-31 | 2024-01-12 | 兰州交通大学 | Intelligent adjustable assembled high-speed railway mound top support construction hydraulic support platform |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| 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: 20150211 Termination date: 20171016 |