CN107604829B - A kind of pier cap beam tensioning assembled tensioning job platform and preparation method thereof - Google Patents
A kind of pier cap beam tensioning assembled tensioning job platform and preparation method thereof Download PDFInfo
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- CN107604829B CN107604829B CN201710838004.0A CN201710838004A CN107604829B CN 107604829 B CN107604829 B CN 107604829B CN 201710838004 A CN201710838004 A CN 201710838004A CN 107604829 B CN107604829 B CN 107604829B
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Abstract
The invention discloses a kind of pier cap beam tensioning assembled tensioning job platforms, including beam body, it further include the Cantilever Beams above beam body, binder and lower binder are respectively equipped with above and below described beam body one end, the two sides of described beam body one end are equipped with sunpender, and the upper binder and lower binder, which are fixedly connected with sunpender and form fixed frame, is fixed on described beam body one end；It is additionally provided with sleeper at the top of the beam body other end, described Cantilever Beams one end is fixedly connected with upper binder, and middle part is placed on sleeper, and other end bottom is fixed with cross-arm beam.Not only construction is simple, assembling and disassembling conveniently, and eliminate high altitude operation process to structure of the invention, it can be recycled, great deal of steel is saved, strong applicability is reduced and put into engineering cost, also guarantee construction safety simultaneously, operational safety and working efficiency are improved, labor intensity is reduced, every set template is all Ke Xunhuanliyong, it reduces costs, construction can be promoted.
Description
Technical field
The invention belongs to the mounting technique field of unit construction bridge pier capping beam tensioning platform in highways and streets, railway, tools
Body is related to a kind of pier cap beam tensioning assembled tensioning job platform and preparation method thereof.
Background technique
Currently, construction project field shows construction with the quickening of China's urbanization progress and the decline of demographic dividend
Amount is big, quality requirement is high, human cost rises, energy conservation and environmental protection requires the features such as high, there is an urgent need to develop assembled architecture, realizes
The transition and upgrade and building industry of building industry modernize.Assembled independence pier capping beam mostly uses post-tensioning pull technology, needs artificial
Operating platform.It mostly uses in the past and sets up scaffold, if foundation bearing bottom, also to be handled, not only safety, stability
Difference, and steel pipe and fashioned iron demand are larger, and construction cost is high；It is needed again during setting up and dismantling scaffold and Hanging Basket
A large amount of time and manpower are wanted, therefore it is cumbersome to construct, wastes engineering time, large labor intensity, working efficiency bottom.
Summary of the invention
The technical problems to be solved by the present invention are: provide a kind of pier cap beam tensioning assembled tensioning job platform and
Its production method.
In order to solve the above-mentioned technical problem, inventor obtains technical solution of the present invention by practice and summary, the present invention
A kind of pier cap beam tensioning assembled tensioning job platform, including beam body are disclosed, further includes the overhanging above beam body
Beam is respectively equipped with binder and lower binder above and below described beam body one end, and the two sides of described beam body one end, which are equipped with, hangs
Bar, the upper binder and lower binder, which are fixedly connected with sunpender and form fixed frame, is fixed on described beam body one end；The beam body
It is additionally provided with sleeper at the top of the other end, described Cantilever Beams one end is fixedly connected with upper binder, and middle part is placed on sleeper, another
End bottom is fixed with cross-arm beam.
Preferably, the Cantilever Beams are additionally provided with guardrail close to the two sides of cross-arm beam, the Cantilever Beams close to cross-arm beam one
Side is additionally provided with ladder.
Preferably, the Cantilever Beams and upper binder bearing include lantern ring and safety pin, and the safety pin includes including peace
Full pin ontology and bolt, the latch end are equipped with safe pin hole.
Preferably, the Cantilever Beams basal sliding is connected with hanging basket, and the hanging basket includes hanging basket sunpender, bottom beam, hanging basket bottom
Plate dowel and hanging basket handguard.
Preferably, hanging basket bottom beam position both ends channel steel disposed in parallel, the hanging basket boom foot are fixedly connected on institute
Hanging basket bottom beam is stated, top is slidably connected with Cantilever Beams, and the hanging basket bottom plate dowel is the continuity reinforcement(bar) for connecting hanging basket bottom beam,
The hanging basket handguard is the steel plate structure for being connected to hanging basket sunpender periphery.
Preferably, the Cantilever Beams are two 14# channel steels disposed in parallel, and the upper binder is 14# channel steel, the lower system
Beam is 10# channel steel, and the cross-arm beam is 14# channel steel, and the hanging basket bottom beam is 10# channel steel.
The invention also discloses a kind of production method of pier cap beam tensioning assembled tensioning job platform, including it is following
Step:
Step 1: upper binder and lower binder are installed by adjusting hole site is adjusted in suitable position according to bent cap size
Sunpender, it is upper binder, sunpender and lower binder component is assembled on pier cap beam in advance to form closed-loop in place, then from bent cap one
End is directly inserted in, and the position 1.5-2m is then moved back；
Step 2: installation Cantilever Beams are fixed by lantern ring and safety pin；
Step 3: installation guard rail and laying plank channel in Cantilever Beams two sides；
Step 4: installation ladder；
Step 5: according to tension operation space size, by adjusting the adjusting hole site being arranged on Cantilever Beams, from ladder
Go down to install hanging basket sunpender；
Step 6: according to tensioning height, by adjusting the position that hanging basket sunpender adjustment hole is arranged in, install hanging basket bottom beam and
Hanging basket bottom plate dowel；
Step 7: installation hanging basket handguard.
Preferably, in the step 7: hanging basket handguard height is set as 1.2m, and surrounding setting safety net simultaneously carries out tensioning work
Industry.
Compared with prior art, the present invention can obtain following technical effect:
Not only construction is simple, assembling and disassembling conveniently, and eliminate high altitude operation process to structure of the invention, and can recycle makes
With saving great deal of steel, strong applicability is reduced and put into engineering cost, while also guaranteeing construction safety, improves operational safety
And working efficiency, labor intensity is reduced, every set template is all Ke Xunhuanliyong, reduces costs, can promote construction.
On the one hand the scheme of further guardrail and ladder of the invention plays a protective role, on the other hand the later period is facilitated to make
With.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, those of ordinary skill in the art are come
It says, without creative efforts, is also possible to obtain other drawings based on these drawings.
Fig. 1 is hanger connection schematic diagram；
Fig. 2 is hanging basket connection schematic diagram；
Fig. 3 is safety pin schematic diagram；
Fig. 4 is installation front schematic view；
Fig. 5 is installation top view；
Fig. 6 is installation side view.
In figure: 1. Cantilever Beams, 2. cross-arm beams, binder on 3., 4. sunpenders, 5. lower binders, 6. hanging basket bottom beams, 7. bolts, 8.
Safe pin hole, 9. safety pins, 10. sleepers, 11. beam bodies, 12. lantern rings, 13. bottom plate dowels, 14. guard rails, 15. hanging baskets shield
Hand, 16. ladders, 17. hanging basket sunpenders.
Specific embodiment
In order to make the objectives, technical solutions, and advantages of the present invention clearer, with reference to embodiments, to the present invention
It is further elaborated.It should be appreciated that the specific embodiments described herein are merely illustrative of the present invention, it is not used to
Limit the present invention.
With reference to the accompanying drawing and specific embodiment is further described application principle of the invention.
Embodiment 1
As shown in figures 1 to 6, a kind of pier cap beam tensioning assembled tensioning job platform, including beam body 11, further include position
Cantilever Beams 1 above beam body 11 are respectively equipped with binder 3 and lower binder 5, beam body 11 1 above and below 11 one end of beam body
The two sides at end are equipped with sunpender 4, and upper binder 3 and lower binder 5, which are fixedly connected with sunpender 4 and form fixed frame, is fixed on beam body 11
One end；It is additionally provided with sleeper 10 at the top of 11 other end of beam body, 1 one end of Cantilever Beams is fixedly connected with upper binder 3, and middle part is placed in pillow
On wood 10, other end bottom is fixed with cross-arm beam 2.
Wherein: Cantilever Beams 1 are additionally provided with guardrail 14 close to the two sides of cross-arm beam 2, Cantilever Beams 1 close to the side of cross-arm beam 2 also
Equipped with ladder 16；Cantilever Beams 1 and upper 3 bearing of binder include lantern ring 12 and safety pin 9, and safety pin 9 includes including safety pin sheet
Body and bolt 7,7 end of bolt are equipped with safe pin hole 8；1 basal sliding of Cantilever Beams is connected with hanging basket, and hanging basket includes hanging basket sunpender
17, bottom beam 6, hanging basket bottom plate dowel 13 and hanging basket handguard 15；6 both ends channel steels disposed in parallel of hanging basket bottom beam, hanging basket sunpender
17 bottoms are fixedly connected on hanging basket bottom beam 6, and top is slidably connected with Cantilever Beams 1, and hanging basket bottom plate dowel 13 is connection hanging basket
The continuity reinforcement(bar) of bottom beam 6, hanging basket handguard 15 are the steel plate structure for being connected to 17 periphery of hanging basket sunpender；Cantilever Beams 1 are two parallel
The 14# channel steel of setting, upper binder 3 are 14# channel steel, and lower binder 5 is 10# channel steel, and cross-arm beam 2 is 14# channel steel, and hanging basket bottom beam 6 is
10# channel steel.
The present embodiment further includes a kind of production method of pier cap beam tensioning assembled tensioning job platform, including following
Step:
Step 1: upper binder 3 and lower binder 5 are pacified by adjusting hole site is adjusted in suitable position according to bent cap size
Fill sunpender 4, it is upper binder 3, sunpender 4 and lower 5 component of binder is assembled in place on pier cap beam in advance to form closed-loop, then from
Bent cap one end is directly inserted in, and the position 1.5-2m is then moved back；
Step 2: installation Cantilever Beams 1 are fixed by lantern ring 12 and safety pin 9；
Step 3: installation guard rail 14 and laying plank channel in 1 two sides of Cantilever Beams；
Step 4: installation ladder 16；
Step 5: according to tension operation space size, by adjusting the adjusting hole site being arranged on Cantilever Beams 1, from climbing
Ladder 16 goes down to install hanging basket sunpender 17；
Step 6: hanging basket bottom beam is installed by adjusting the position that 17 adjustment hole of hanging basket sunpender is arranged according to tensioning height
6 and hanging basket bottom plate dowel 13；
Step 7: installation hanging basket handguard 15.
Wherein, in step 7: 15 height of hanging basket handguard is set as 1.2m, and surrounding setting safety net simultaneously carries out tensioning operation.
It is obvious to a person skilled in the art that invention is not limited to the details of the above exemplary embodiments, Er Qie
In the case where without departing substantially from spirit or essential attributes of the invention, the present invention can be realized in other specific forms.Therefore, no matter
From the point of view of which point, the present embodiments are to be considered as illustrative and not restrictive, and the scope of the present invention is by appended power
Benefit requires rather than above description limits, it is intended that all by what is fallen within the meaning and scope of the equivalent elements of the claims
Variation is included within the present invention.
In addition, it should be understood that although this specification is described in terms of embodiments, but not each embodiment is only wrapped
Containing an independent technical solution, this description of the specification is merely for the sake of clarity, and those skilled in the art should
It considers the specification as a whole, the technical solutions in the various embodiments may also be suitably combined, forms those skilled in the art
The other embodiments being understood that.
Claims (7)
1. a kind of production method of pier cap beam tensioning assembled tensioning job platform, it is characterised in that: including beam body (11),
Further include the Cantilever Beams (1) above beam body (11), is respectively equipped with binder above and below described beam body (11) one end
(3) be equipped with sunpender (4) with lower binder (5), the two sides of described beam body (11) one end, the upper binder (3) and lower binder (5) with
Sunpender (4), which is fixedly connected and forms fixed frame, is fixed on the beam body (11) one end；At the top of beam body (11) other end also
Equipped with sleeper (10), described Cantilever Beams (1) one end is fixedly connected with upper binder (3), and middle part is placed on sleeper (10), another
One end bottom is fixed with cross-arm beam (2)；
The following steps are included:
Step 1: upper binder (3) and lower binder (5) are pacified by adjusting hole site is adjusted in suitable position according to bent cap size
It fills sunpender (4), by upper binder (3), sunpender (4) and lower binder (5) component, assembled in place formed is closed on pier cap beam in advance
Ring, is then directly inserted in from bent cap one end, then moves back the position 1.5-2m；
Step 2: installation Cantilever Beams (1) is fixed by lantern ring (12) and safety pin (9)；
Step 3: in Cantilever Beams (1) two sides installation guard rail (14) and it is laid with plank channel；
Step 4: installation ladder (16)；
Step 5: according to tension operation space size, by adjusting the adjusting hole site being arranged on Cantilever Beams (1), from ladder
(16) go down to install hanging basket sunpender (17)；
Step 6: hanging basket bottom beam is installed by adjusting setting in the position of hanging basket sunpender (17) adjustment hole according to tensioning height
(6) and hanging basket bottom plate dowel (13)；
Step 7: installation hanging basket handguard (15).
2. a kind of production method of pier cap beam tensioning assembled tensioning job platform according to claim 1, special
Sign is: the Cantilever Beams (1) are additionally provided with guard rail (14) close to the two sides of cross-arm beam (2), and the Cantilever Beams (1) are close to horizontal
The side of spreader beam (2) is additionally provided with ladder (16).
3. a kind of production method of pier cap beam tensioning assembled tensioning job platform according to claim 1, special
Sign is: the Cantilever Beams (1) include lantern ring (12) and safety pin (9), safety pin (9) packet with upper binder (3) bearing
It includes including safety pin ontology and bolt (7), bolt (7) end is equipped with safe pin hole (8).
4. a kind of production method of pier cap beam tensioning assembled tensioning job platform according to claim 1, special
Sign is: Cantilever Beams (1) basal sliding is connected with hanging basket, the hanging basket include hanging basket sunpender (17), hanging basket bottom beam (6),
Hanging basket bottom plate dowel (13) and hanging basket handguard (15).
5. a kind of production method of pier cap beam tensioning assembled tensioning job platform according to claim 4, special
Sign is: the hanging basket bottom beam (6) is both ends channel steel disposed in parallel, and hanging basket sunpender (17) bottom is fixedly connected on described
Hanging basket bottom beam (6), top are slidably connected with Cantilever Beams (1), and the hanging basket bottom plate dowel (13) is connection hanging basket bottom beam (6)
Continuity reinforcement(bar), the hanging basket handguard (15) is the steel plate structure for being connected to hanging basket sunpender (17) periphery.
6. a kind of production method of pier cap beam tensioning assembled tensioning job platform according to claim 5, special
Sign is: the Cantilever Beams (1) are two 14# channel steels disposed in parallel, and the upper binder (3) is 14# channel steel, the lower binder
It (5) is 10# channel steel, the cross-arm beam (2) is 14# channel steel, and the hanging basket bottom beam (6) is 10# channel steel.
7. a kind of production method of pier cap beam tensioning assembled tensioning job platform according to claim 1, special
Sign is, in the step 7: hanging basket handguard (15) is highly set as 1.2m, and surrounding setting safety net simultaneously carries out tensioning operation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710838004.0A CN107604829B (en) | 2017-09-18 | 2017-09-18 | A kind of pier cap beam tensioning assembled tensioning job platform and preparation method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710838004.0A CN107604829B (en) | 2017-09-18 | 2017-09-18 | A kind of pier cap beam tensioning assembled tensioning job platform and preparation method thereof |
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| Publication Number | Publication Date |
|---|---|
| CN107604829A CN107604829A (en) | 2018-01-19 |
| CN107604829B true CN107604829B (en) | 2019-10-18 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710838004.0A Active CN107604829B (en) | 2017-09-18 | 2017-09-18 | A kind of pier cap beam tensioning assembled tensioning job platform and preparation method thereof |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| US11834852B2 (en) | 2020-08-07 | 2023-12-05 | Peri Se | Striking tool and method |
| CN112663515A (en) * | 2020-12-29 | 2021-04-16 | 山东博远大数据集团有限公司 | Novel platform operating system |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE29908482U1 (en) * | 1999-05-12 | 1999-07-29 | Gerdum u. Breuer GmbH u. Co. KG, 34123 Kassel | Cap shutter device |
| CN202023149U (en) * | 2011-02-21 | 2011-11-02 | 上海同乘建筑工程有限公司 | Hanging basket used in construction |
| CN203961242U (en) * | 2014-06-25 | 2014-11-26 | 中建八局大连建设工程有限公司 | A kind of hanger device of encorbelmenting |
| CN204589823U (en) * | 2015-04-30 | 2015-08-26 | 中交一公局第五工程有限公司 | For the tension operation platform of expressway construction Prestressed Slab Beams |
| CN204826589U (en) * | 2015-06-03 | 2015-12-02 | 中国建筑第八工程局有限公司 | Folding suspension type operation platform |
| CN205934735U (en) * | 2016-08-14 | 2017-02-08 | 中国建筑第六工程局有限公司 | A operation platform for stretch -draw of cantilever bent cap |
-
2017
- 2017-09-18 CN CN201710838004.0A patent/CN107604829B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE29908482U1 (en) * | 1999-05-12 | 1999-07-29 | Gerdum u. Breuer GmbH u. Co. KG, 34123 Kassel | Cap shutter device |
| CN202023149U (en) * | 2011-02-21 | 2011-11-02 | 上海同乘建筑工程有限公司 | Hanging basket used in construction |
| CN203961242U (en) * | 2014-06-25 | 2014-11-26 | 中建八局大连建设工程有限公司 | A kind of hanger device of encorbelmenting |
| CN204589823U (en) * | 2015-04-30 | 2015-08-26 | 中交一公局第五工程有限公司 | For the tension operation platform of expressway construction Prestressed Slab Beams |
| CN204826589U (en) * | 2015-06-03 | 2015-12-02 | 中国建筑第八工程局有限公司 | Folding suspension type operation platform |
| CN205934735U (en) * | 2016-08-14 | 2017-02-08 | 中国建筑第六工程局有限公司 | A operation platform for stretch -draw of cantilever bent cap |
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| CN107604829A (en) | 2018-01-19 |
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