CN203679121U - Steel reinforcement cage jig frame - Google Patents
Steel reinforcement cage jig frame Download PDFInfo
- Publication number
- CN203679121U CN203679121U CN201320780139.3U CN201320780139U CN203679121U CN 203679121 U CN203679121 U CN 203679121U CN 201320780139 U CN201320780139 U CN 201320780139U CN 203679121 U CN203679121 U CN 203679121U
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- Prior art keywords
- reinforcement cage
- steel reinforcement
- moulding bed
- colligation
- platform
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- 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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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 92
- 239000010959 steel Substances 0.000 title claims abstract description 92
- 230000002787 reinforcement Effects 0.000 title claims abstract description 89
- 238000000465 moulding Methods 0.000 claims description 41
- 238000010276 construction Methods 0.000 abstract description 14
- 238000013461 design Methods 0.000 abstract description 9
- 238000000034 method Methods 0.000 abstract description 7
- 230000005484 gravity Effects 0.000 description 14
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 description 7
- 230000003014 reinforcing effect Effects 0.000 description 5
- 239000000725 suspension Substances 0.000 description 4
- 239000002775 capsule Substances 0.000 description 3
- 230000008878 coupling Effects 0.000 description 3
- 238000010168 coupling process Methods 0.000 description 3
- 238000005859 coupling reaction Methods 0.000 description 3
- 239000000203 mixture Substances 0.000 description 3
- 108091092195 Intron Proteins 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 230000000007 visual effect Effects 0.000 description 2
- 230000004308 accommodation Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 238000013022 venting Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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Abstract
The utility model relates to a steel reinforcement cage jig frame, particularly to a steel reinforcement cage jig frame capable of realizing overall movement of a binding platform through displacing devices. The jig frame comprises the binding platform, wherein support frames are respectively arranged on the two sides of the binding platform; the displacing devices are correspondingly arranged at the lower ends of the support frames; the support frame and the displacing devices are arranged in a sliding manner. Through the adoption of the design that the displacing devices are arranged at the lower ends of the support frames, the overall movement of the steel reinforcement cage jig frame is realized, so that the condition that the binding platform can be quickly moved out from the binding area after the steel reinforcement cage is bound is ensured; the pouring construction time of the steel reinforcement cage is reduced; the steel reinforcement cage jig frame is reset to the binding area through the displacing devices to conduct next binding process; the steel reinforcement cage binding construction and the steel reinforcement cage pouring construction are linked relatively, precisely, quickly, conveniently and fast.
Description
Technical field
The utility model relates to a kind of steel reinforcement cage moulding bed, relates in particular to a kind ofly to realize by gearshift the steel reinforcement cage moulding bed that colligation platform and integrally moves.
Background technology
At present, for steel reinforcement cage technology for binding, the colligation platform that particularly colligation is used for large volume steel reinforcement cage, general fixed support or the scaffold of using supports, after reinforcing bar binding completes, conventionally colligation platform is shifted out colligation region by the mode that adopts entirety to hang out or split into single-piece transhipment, for steel reinforcement cage concrete pouring construction afterwards provides condition; Adopt this kind of steel reinforcement cage moulding bed to carry out colligation construction, its work efficiency is lower, and again because needs repeat lifting or dismounting, and the installation accuracy that resets is not high, therefore builds and has more difficulty for coupling.
Therefore,, for above deficiency, the utility model is badly in need of providing a kind of new steel reinforcement cage moulding bed.
Utility model content
The purpose of this utility model is to provide a kind of steel reinforcement cage moulding bed and steel reinforcement cage binding stand quick-disassembling method, and this steel reinforcement cage moulding bed can be realized the object that colligation platform and integrally moves by gearshift.
The purpose of this utility model is achieved through the following technical solutions: a kind of steel reinforcement cage moulding bed, there is a colligation platform, be respectively equipped with bracing frame in these colligation platform both sides, be provided with gearshift in this bracing frame lower end correspondence, support frame as described above and described gearshift are slidably setting.
Further, support frame as described above is made up of multiple supporting components that arrange along colligation land lengths direction order.
Further, described gearshift comprises supporting seat and the slide rail that is arranged on this supporting seat upper end, and described supporting component bottom correspondence is arranged in described slide rail.
Further, on described supporting component bottom face, be provided with carriage.
Further, described slide rail both sides are provided with spacing stud.
Further, described supporting seat comprises the underframe of multiple order spread configurations.
Further, described underframe comprises and the vertically disposed crossbearer beam of described slide rail and the longeron that is arranged on these crossbearer beam two ends.
Further, described sliding rail frame is located on described supporting seat, and with vertical setting of crossbearer beam of described each underframe.
Further, also comprise drive unit, this drive unit correspondence is arranged on support frame as described above one or both ends.
The utility model compared with prior art has advantages of following:
1, the utility model adopts the design that gearshift is set in support frame as described above lower end, can realize steel reinforcement cage moulding bed integrated moving, thereby guarantee can make colligation platform to shift out fast colligation region after steel reinforcement cage colligation; Thereby shorten the time of steel reinforcement cage pouring construction; After waiting to build, steel reinforcement cage moulding bed is reset to colligation region by gearshift again, carries out next round colligation operation, make steel reinforcement cage colligation construction obtain more accurately and fast, be connected easily with steel reinforcement cage pouring construction; Effectively guarantee again the Linear-moving mode of steel reinforcement cage moulding bed due to gearshift, therefore can effectively guarantee the reset accuracy of steel reinforcement cage moulding bed; And accelerate colligation operation with this and carry out speed, and steel reinforcement cage colligation quality is obviously improved, thus concrete coupling pouring quality effectively improved.
2, the utility model adopts the supporting component of isosceles triangle setting to make the steadily of centre of gravity of colligation platform and supporting component deadweight, gravity can be conducted on the built-in beam of described supporting component lower end vertically downward, guarantee not off normal of center of gravity, can make to support more stable; Support frame as described above adopts the design of multiple supporting component compositions, can be by dispersed the gravity of colligation platform, and the gravity equalization that each supporting component is born, further makes colligation platform movement tend to be steady.
3, spacing stud described in the utility model can be limited in carriage on slide rail, to prevent that it from departing from slide rail in sliding process; Meanwhile, also can effectively carry out spacingly to the horizontal linearity moving direction of each supporting component by spacing stud, effectively guarantee stationarity and the reliability of colligation platform movement.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail.
Fig. 1 is structural representation of the present utility model (stereogram);
Fig. 2 is the structural representation (front view) of the colligation of steel reinforcement cage described in the utility model pedestal.
The specific embodiment
Shown in Figure 1, a kind of steel reinforcement cage moulding bed of the present utility model, there is a colligation platform 1 for colligation top board steel reinforcement cage, be respectively equipped with the bracing frame for supporting in these colligation platform both sides, be provided with and can make the linearly moving gearshift 2 of bracing frame in this bracing frame lower end correspondence, support frame as described above and described gearshift are slidably setting.The rectangular platform that colligation platform described in the present embodiment is made up of crisscross steel truss girder, this colligation platform can be used as the workbench of steel reinforcement cage colligation, belongs to prior art for the concrete structure of colligation platform, no longer too much repeats herein.The utility model adopts the design that gearshift is set in support frame as described above lower end, can realize steel reinforcement cage moulding bed integrated moving, thereby guarantee can make colligation platform to shift out fast colligation region after steel reinforcement cage colligation; Thereby shorten the prefabricated cycle; Until prefabricated pipe successively section remove after, steel reinforcement cage moulding bed is reset to colligation region by gearshift again, carry out next round colligation operation, make steel reinforcement cage colligation construction obtain more accurately and fast, be connected easily with steel reinforcement cage pouring construction; Effectively guarantee again the Linear-moving mode of steel reinforcement cage moulding bed due to gearshift, therefore can effectively guarantee the reset accuracy of steel reinforcement cage moulding bed; And accelerate colligation operation with this and carry out speed, and steel reinforcement cage colligation quality is obviously improved, thus concrete coupling pouring quality effectively improved.
Bracing frame described in the present embodiment is made up of multiple supporting components 3 that arrange along colligation land lengths direction order.The visual Specific construction of number of supporting component described in the present embodiment need to be chosen arbitrarily, and the present embodiment adopts each side of colligation platform that the design of four supporting components is respectively set; Described each supporting component all with vertical setting of described colligation platform, with this by described colligation platform horizontal support; The longitudinal section of the supporting component described in the present embodiment is isosceles triangle, its entirety adopts the setting of steel girder frame structure, comprise and be arranged on described supporting component upper end and (hidden by colligation platform with the fixing top frame of described colligation platform, therefore do not show), be arranged on these inside and outside both sides of top frame and be with described colligation platform the oblique frame 4 that horizontal plane is obliquely installed; Described two oblique frame lower ends connect by built-in beam 5; On described top frame and oblique frame, be equipped with the linking beam for strengthening supporting component integral rigidity and stable degree; Between described top frame and oblique frame, be also all connected with linking beam.In the present embodiment, adopt the supporting component of isosceles triangle setting to make the steadily of centre of gravity of colligation platform and supporting component deadweight, gravity can be conducted on the built-in beam of described supporting component lower end vertically downward, guaranteed not off normal of center of gravity, can make to support more stable; Support frame as described above adopts the design of multiple supporting component compositions, can be by dispersed the gravity of colligation platform, and the gravity equalization that each supporting component is born, further makes colligation platform movement tend to be steady.Meanwhile, bracing frame described in the present embodiment, its globality is better, not affected by other structure or barrier, can form all-in-one-piece structure, by itself and described colligation platform once after assembled completing, need not break again and assemble again, secure in precision, and can meet and repeatedly recycle.
Gearshift described in the present embodiment comprises supporting seat and the slide rail 6 that is arranged on this supporting seat upper end, and described supporting component bottom correspondence is arranged in described slide rail; In the present embodiment, on described supporting component bottom face, be also provided with and be convenient to the carriage 7 that supporting component moves along slide rail.Slide rail described in the present embodiment is horizontally set in steel reinforcement cage colligation platform.
Carriage described in the present embodiment can be arranged on the slide block of the built-in beam bottom of described supporting component, also can be arranged on the pulley of the built-in beam bottom of this supporting component; In the present embodiment, adopt the mode of pulley setting corresponding to slide rail; For further guaranteeing mobile direction and stability, two carriages are at least set in the present embodiment on described each supporting component, lay respectively at the front-end and back-end of described built-in beam bottom face, in order to guarantee that supporting component front-end and back-end do not produce deflection in movement, make bracing frame integrated moving more steadily, efficiently.
The both sides of slide rail described in the present embodiment are provided with spacing stud (belong to prior art, do not show in figure).Spacing stud described in the present embodiment can be limited in carriage on slide rail, to prevent that it from departing from slide rail in sliding process; Meanwhile, also can effectively carry out spacingly to the horizontal linearity moving direction of each supporting component by spacing stud, effectively guarantee stationarity and the reliability of colligation platform movement.
Supporting seat described in the present embodiment comprises multiple underframes along described slide rail length direction order spread configuration.The visual Specific construction of number of underframe described in the present embodiment needs freely to choose, and adopts each side of colligation platform that the design of eight underframes is respectively set in the present embodiment; Each underframe described in the present embodiment can be end to end order setting, can be also intervening sequences setting; The design that adopts intervening sequences to arrange in the present embodiment, can, under guaranteeing that supporting seat is to colligation platform and the effective prerequisite supporting of bracing frame, reasonably reduce the quantity of the underframe of required setting like this; Reduce costs simplified manufacturing technique.
Underframe described in the present embodiment comprises with described slide rail along the vertically disposed crossbearer beam 8 of horizontal plane and the longeron 9 that is arranged on these crossbearer beam two ends.In the present embodiment, for strengthening underframe entire firmness, effectively guarantee its ability to bear; Spy arranges raker beam 10 between described crossbearer beam and described longeron.Crossbearer beam described in the present embodiment and longeron all adopt I-steel to be made, and the facade of each crossbearer beam and longeron upwards, described longeron is supported and fixes with steel reinforcement cage colligation pedestal by the vertical rod 11 being vertically arranged on steel reinforcement cage colligation pedestal, and described vertical rod is provided with the wing nut for adjusting steel reinforcement cage moulding bed height; The bottom surface of described crossbearer beam is and is horizontally disposed with.
Sliding rail frame described in the present embodiment is located on described supporting seat, and arranges along horizontal plane is vertical with the crossbearer beam of described each underframe.In the present embodiment for make crossbearer beam stress rationally, stable, described slide rail arranges along each crossbearer beam center, so that the gravity center of gravity that colligation platform and bracing frame apply supporting seat overlaps with the center of crossbearer beam, and by crossbearer beam, gravity is evenly conducted to the longeron at two ends; To avoid because center of gravity off normal makes the longeron load of crossbearer beam and a certain side thereof excessive, thereby cause the situation of damaging clamping support to occur.Supporting seat described in the present embodiment is the main load-carrying construction of bracing frame, can design processing according to on-site actual situations, except bearing the deadweight of bracing frame, colligation platform and steel reinforcement cage, also play absolute altitude adjust effect so that the accommodation of bracing frame and remove time deactivate.
Steel reinforcement cage moulding bed described in the present embodiment also comprises and can drive bracing frame to make along slide rail the drive unit that horizontal linearity moves, and this drive unit correspondence is arranged on support frame as described above one or both ends.Drive unit described in the present embodiment adopts hoist engine (belong to prior art, do not show in figure), and it comprises capstan winch, the motor and the pull-cord of winding on described capstan winch that drive capstan winch to rotate; Described capstan winch is connected with support frame as described above by pull-cord.In the present embodiment, be positioned at the support frame as described above of described colligation platform both sides, its front end is or/and the equal correspondence in rear end is connected with hoist engine, provide stable pulling force and enough strokes by hoist engine, to realize the traction to bracing frame, thereby realize moving horizontally of colligation platform.Hoist engine described in the present embodiment belongs to prior art, no longer too much repeats about its concrete structure herein.
Steel reinforcement cage moulding bed described in the present embodiment belongs to a part for composition steel reinforcement cage binding stand, and steel reinforcement cage binding stand mainly comprises for the steel reinforcement cage moulding bed of colligation top board steel reinforcement cage, for the body of wall moulding bed of colligation side wall steel reinforcement cage with for the base plate moulding bed of colligation baseplate reinforcing bar cage; This steel reinforcement cage binding stand and steel reinforcement cage colligation pedestal are used in conjunction with, and steel reinforcement cage binding stand is placed in and on steel reinforcement cage colligation pedestal, carries out steel reinforcement cage colligation construction; The steel reinforcement cage moulding bed of steel reinforcement cage binding stand by vertical rod support and connection on steel reinforcement cage colligation pedestal.
A kind of steel reinforcement cage binding stand quick-disassembling method of the present utility model:
The process for the treatment of steel reinforcement cage binding stand to be dismantled and shifted out after steel reinforcement cage colligation steel reinforcement cage colligation pedestal is as follows:
1, good colligation top board steel reinforcement cage 12 is connected on steel reinforcement cage suspension bracket 13, the weight of top board steel reinforcement cage need be by steel reinforcement cage suspension bracket load, and top board steel reinforcement cage weight need pass to steel reinforcement cage suspension bracket by suspension rod 14.
2, the wing nut in vertical rod is rotated down to 5~10cm, steel reinforcement cage moulding bed 15 will be because of the deadweight 5~10cm that declines thereupon, realizes the disengaging of itself and top board steel reinforcement cage.
3, remove the connecting bolt of steel reinforcement cage moulding bed inside and base plate moulding bed (steel reinforcement cage moulding bed and body of wall moulding bed).
4, with hoist engine, the steel reinforcement cage moulding bed of reinforcing bar binding support is pulled out along described slide rail section by section, and transfer.
5, with crane by body of wall moulding bed, base plate moulding bed and vertical rod handling out.
6, inflate (arranging altogether 12) by air compressor machine to the aerated capsule 18 that is distributed in baseplate reinforcing bar cage bottom, aerated capsule is by upwards jacking 2~3cm of baseplate reinforcing bar cage, with fork truck, the support slide rail for the pushing tow steel reinforcement cage binding stand that slides (belong to prior art, do not show in figure) is pulled out (totally 14) one by one again.
7, aerated capsule venting, steel reinforcement cage declines thereupon, and (belong to prior art, in figure, do not show) is upper to be finally supported in cushion block, and steel reinforcement cage binding stand quick detach has been constructed.
Claims (9)
1. a steel reinforcement cage moulding bed, is characterized in that: have a colligation platform, be respectively equipped with bracing frame in these colligation platform both sides, be provided with gearshift in this bracing frame lower end correspondence, support frame as described above and described gearshift are slidably setting.
2. steel reinforcement cage moulding bed according to claim 1, is characterized in that: support frame as described above is made up of multiple supporting components that arrange along colligation land lengths direction order.
3. steel reinforcement cage moulding bed according to claim 2, is characterized in that: described gearshift comprises supporting seat and be arranged on the slide rail of this supporting seat upper end, and described supporting component bottom correspondence is arranged in described slide rail.
4. steel reinforcement cage moulding bed according to claim 3, is characterized in that: on described supporting component bottom face, be provided with carriage.
5. steel reinforcement cage moulding bed according to claim 4, is characterized in that: described slide rail both sides are provided with spacing stud.
6. steel reinforcement cage moulding bed according to claim 5, is characterized in that: described supporting seat comprises the underframe of multiple order spread configurations.
7. steel reinforcement cage moulding bed according to claim 6, is characterized in that: described underframe comprises and the vertically disposed crossbearer beam of described slide rail and be arranged on the longeron at these crossbearer beam two ends.
8. steel reinforcement cage moulding bed according to claim 7, is characterized in that: described sliding rail frame is located on described supporting seat, and with vertical setting of crossbearer beam of described each underframe.
9. according to claim 1-8 steel reinforcement cage moulding bed described in one of them, it is characterized in that: also comprise drive unit, this drive unit correspondence is arranged on support frame as described above one or both ends.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201320780139.3U CN203679121U (en) | 2013-11-29 | 2013-11-29 | Steel reinforcement cage jig frame |
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CN201320780139.3U CN203679121U (en) | 2013-11-29 | 2013-11-29 | Steel reinforcement cage jig frame |
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CN203679121U true CN203679121U (en) | 2014-07-02 |
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CN201320780139.3U Expired - Fee Related CN203679121U (en) | 2013-11-29 | 2013-11-29 | Steel reinforcement cage jig frame |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107587523A (en) * | 2017-08-31 | 2018-01-16 | 中交第四航务工程局有限公司 | A kind of curved section immersed tube colligation moulding bed support meanss and method for supporting |
CN110777655A (en) * | 2019-07-31 | 2020-02-11 | 绍兴市城投建筑工业化制造有限公司 | Adjustable bent cap steel reinforcement cage ligature platform |
-
2013
- 2013-11-29 CN CN201320780139.3U patent/CN203679121U/en not_active Expired - Fee Related
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107587523A (en) * | 2017-08-31 | 2018-01-16 | 中交第四航务工程局有限公司 | A kind of curved section immersed tube colligation moulding bed support meanss and method for supporting |
CN107587523B (en) * | 2017-08-31 | 2019-08-23 | 中交第四航务工程局有限公司 | A kind of curved section immersed tube binding moulding bed support device and method for supporting |
CN110777655A (en) * | 2019-07-31 | 2020-02-11 | 绍兴市城投建筑工业化制造有限公司 | Adjustable bent cap steel reinforcement cage ligature platform |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140702 |
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CF01 | Termination of patent right due to non-payment of annual fee |