CN204112721U - The huge post climbing apparatus of a kind of track attaching superelevation support body steel reinforced concrete - Google Patents
The huge post climbing apparatus of a kind of track attaching superelevation support body steel reinforced concrete Download PDFInfo
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- CN204112721U CN204112721U CN201420548573.3U CN201420548573U CN204112721U CN 204112721 U CN204112721 U CN 204112721U CN 201420548573 U CN201420548573 U CN 201420548573U CN 204112721 U CN204112721 U CN 204112721U
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Abstract
The utility model discloses the huge post climbing apparatus of a kind of track attaching superelevation support body steel reinforced concrete, comprise huge column template, the support that climbs, guide rail and climbing frame tension member, this huge column template is vertically hung on the outside of the LIFT of described huge post and is fixed by bolt; The described support that climbs comprises upper frame, and this upper frame comprises free segment and canned paragraph, and the lower end of this free segment is fixedly connected with the upper end of this huge column template, and this canned paragraph is fixed by the LIFT of bolt and this huge post; This guide rail comprises upper frame guide rail, and this upper frame guide rail is identical with this freedom length and be vertically fixed on this free segment; Wherein, the reinforcing bar peg on one end of this climbing frame tension member and this huge post is affixed, and the other end is affixed with this upper frame guide rail and be slidably connected respectively.The utility model substantially increases work efficiency, has that structure is simple, a feature such as lower, the stable and safety and stability of easy installation and removal, cost, has good economic results in society.
Description
Technical field
The utility model relates to technical field of building construction, particularly relates to the huge post climbing apparatus of a kind of track attaching superelevation support body steel reinforced concrete.
Background technology
At present, in the steel reinforced concrete building operations of Super High heavy in section, the application of Core Walls Structure huge post Construction of Supporting is comparatively extensive, general employing hydraulic climbing formwork is built, namely the huge post climbing apparatus of a set of track attaching superelevation support body steel reinforced concrete is adopted to be attached to concrete surface, utilize hydraulic system to realize certainly climbing of climbing apparatus and realize successively building of steel reinforced concrete, although this climbing form system effectively solves the operational issue of the peripheral formwork of huge post, but there is the restriction of engineering floor height in the huge post climbing apparatus of track attaching superelevation support body steel reinforced concrete used at present, because the climbing frame of climbing apparatus can only be fixed on the concrete surface of having built, for the consideration of construction safety, the support body design height of general climbing frame is lower, the construction requirement shifting to an earlier date assembling reinforcement at climbing frame upper frame often cannot be met like this in the construction of Super High reinforced concrete building, constructor can only assembling reinforcement in template after moving back mould, thus the intersection contradiction considerably increased between difficulty of construction and working procedure, reduce work efficiency, affect the construction period.
Utility model content
The technical problem that the utility model mainly solves is to provide the huge post climbing apparatus of a kind of track attaching superelevation support body steel reinforced concrete, the construction requirement that climbing frame upper frame shifts to an earlier date assembling reinforcement can be met, greatly reduce construction cost of labor and time cost, improve working security and efficiency of construction.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: provide a kind of track attaching superelevation support body steel reinforced concrete huge post climbing apparatus, be attached on the huge post of Super High steel reinforced concrete, comprise: huge column template, described huge column template is vertically hung on the outside of the LIFT of described huge post and is fixed by bolt; Climb support, described in the support that climbs be that multiple standard knot assembles and the steel work be arranged in parallel with described huge post; The described support that climbs comprises upper frame and lower frame, described lower frame is fixed on the conservation layer of described huge post, described upper frame comprises free segment and canned paragraph, to lay layer corresponding for tie up muscle layer and the contour plate of described free segment and described huge post, and described canned paragraph is fixed by the section of building of bolt and described huge post; Wherein, the lower end of described free segment is fixedly connected with the upper end of described huge column template; Working platform, climbs in support described in described working platform level is placed in; Wall-attaching equipment, described wall-attaching equipment is secured by bolts on the conservation layer of described huge post; Guide rail, described guide rail comprises upper frame guide rail and lower frame guide rail, and described upper frame guide rail is identical with described freedom length and be vertically fixed on described free segment, and described lower frame guide rail is connected with described wall-attaching equipment; Hydraulic power mechanism, described hydraulic mechanism to be located on described lower frame guide rail and with described lower frame pin joint; Wherein, the huge post climbing apparatus of described track attaching superelevation support body steel reinforced concrete comprises climbing frame tension member further, and described climbing frame tension member comprises the first coupling assembling and the second coupling assembling; Reinforcing bar peg on one end of described first coupling assembling and described huge post is affixed, and the upper end of the other end and described upper frame guide rail is affixed; Reinforcing bar peg on one end of described second coupling assembling and described huge post is affixed, and the other end is connected with described upper frame slide.
Preferably, described first coupling assembling comprises the first expansion link, the first clamping plate connector and the second clamping plate connector, and described first clamping plate connector is fixed on the reinforcing bar peg on described huge post, and described second clamping plate connector is fixed on described upper frame guide rail; One end and the described first clamping plate connector of described first expansion link are spirally connected fixing, and the other end and described second clamping plate connector are spirally connected fixing.
Preferably, described second coupling assembling comprises the second expansion link, the 3rd expansion link, three-ply board connector, the 4th clamping plate connector, five-layer plywood connector and roller connector, and described three-ply board connector and described 4th clamping plate connector interval are fixed on the reinforcing bar peg on described huge post; One end of described roller connector is connected with described upper frame slide, and the other end is fixedly connected with described five-layer plywood connector; One end of described second expansion link and one end of described 3rd expansion link are all spirally connected fixing with described five-layer plywood connector, the other end and the described three-ply board connector of described second expansion link are spirally connected fixing, and the other end and the described 4th clamping plate connector of described 3rd expansion link are spirally connected fixing.
Preferably, described first coupling assembling and described second coupling assembling are steel assembly.
Preferably, described upper frame guide rail is made up of double flute steel.
Preferably, described working platform comprises the first reinforcing bar binding platform, the second reinforcing bar binding platform, template hanging platform, template operation platform, the main platform of template operation, the main platform of hydraulic operation and hangs platform; Described first reinforcing bar binding platform, described second reinforcing bar binding platform and described template hanging platform is located in described free segment from top to bottom respectively; Described template operation platform and the main platform of described template operation are located in described canned paragraph from top to bottom respectively; The main platform of described hydraulic operation and described in hang platform and be located at respectively from top to bottom in described lower frame; Wherein, described first reinforcing bar binding platform, the main platform of described hydraulic operation and described in hang platform and make encapsulation process.
Preferably, described working platform comprises template complementary platform further, and described template complementary platform is fixed on described huge column template.
Preferably, described lower frame comprises main load-bearing pillar, the upper end of described main load-bearing pillar and described wall-attaching equipment pin joint, and lower end is fixed by the LIFT of through-wall bolt and described huge post.
Preferably, described lower frame comprises adjusting support frame further, and one end and the described main load-bearing pillar of described adjusting support frame fix, and the other end and described canned paragraph fix.
Preferably, described hydraulic power mechanism comprises oil cylinder, oil pump, electric control box, upper climbing head, lower climbing head, and described oil cylinder is connected with described oil pump and described electric control box, and described oil pump and described electric control box are installed on described main load-bearing pillar; The two ends of described oil cylinder are fixedly connected with described upper climbing head and described lower climbing head respectively, and described upper climbing head and described lower climbing head are fixed on described lower frame guide rail, and described upper climbing head is connected with described main load-bearing pillar by bearing pin.
The beneficial effects of the utility model are: the situation being different from prior art, track attaching superelevation support body steel reinforced concrete of the present utility model huge post climbing apparatus arranges the mutually level upper frame guide rail with upper frame free segment on upper frame, and by the first coupling assembling by the reinforcing bar peg drawknot on the upper end of upper frame guide rail and huge post, again the reinforcing bar peg on second coupling assembling one end and huge post is fixed, the other end is connected with the lower slide of upper frame guide rail, be not only the fixed point that the support that climbs provides safety and stability, ensure that the support that climbs climb construction time upper frame be firmly connected with huge post, and by the rolling between roller connector and upper frame guide rail, further ensure stability and safety that the support that climbs climbs.In addition, due to the utility model for the support that climbs construction of climbing provides effective firm system, therefore the design height of support upper frame of climbing increases greatly, can meet and shift to an earlier date colligation N+3 layer reinforcing bar on upper frame, compared with traditional climbing apparatus, substantially reduce the difficulty of construction of assembling reinforcement in template, and can meet huge column template construction and reinforcing bar binding construction synchronously can carry out at down operation layer, be independent of each other, every layer can shift to an earlier date 1.5-2 days durations, effectively prevent the construction delay that workman's work holdup brings, substantially increase work efficiency, accelerate construction speed.The utility model has that structure is simple, easy installation and removal, cost are lower, stable and the feature such as safety and stability, has good economic results in society.
Accompanying drawing explanation
Fig. 1 is the structural representation of the huge post climbing apparatus of the utility model track attaching superelevation support body steel reinforced concrete;
Fig. 2 is the connection diagram of climbing frame tension member in Fig. 1;
Fig. 3 is the connection diagram of hydraulic power mechanism in Fig. 1.
Detailed description of the invention
Refer to Fig. 1 and Fig. 2, the utility model one embodiment provides a kind of track attaching superelevation support body steel reinforced concrete huge post climbing apparatus, be attached on the huge post 1 of Super High steel reinforced concrete, comprise: huge column template 2, the support 3 that climbs, working platform 4, wall-attaching equipment 5, guide rail 6, hydraulic power mechanism 7 and climbing frame tension member 8.Because super highrise building floor height is higher, during construction, the huge post 1 of steel reinforced concrete covers five-layer structure, is respectively two-layer conservation layer 101, one deck LIFT 102 from bottom to top, one deck ties up muscle layer 103 and one deck contour plate lays layer 104; Huge column template 2 is vertically hung on the outside of the LIFT 102 of huge post 1 and is fixed by bolt; The support that climbs is that more than 3 standard knot assembles and the steel work be arranged in parallel with huge post 1, comprise upper frame 301 and lower frame 302, lower frame 302 is fixed on the conservation layer 101 of huge post 1, upper frame 301 comprises free segment 301a and canned paragraph 301b, to lay layer 104 corresponding for tie up muscle layer 103 and the contour plate of free segment 301a and huge post 1, and canned paragraph 301b is fixed by the section of building 102 of bolt and huge post 1; Wherein, the lower end of free segment 301a is fixedly connected with the upper end of huge column template 2; Working platform 4 level is placed in climbs in support 3; Wall-attaching equipment 5 is secured by bolts on the conservation layer 101 of huge post 1; Guide rail 6 comprises upper frame guide rail 601 and lower frame guide rail 602, and upper frame guide rail 601 is identical with free segment 301a length and be vertically fixed on free segment 301a, in the present embodiment, and the track that upper frame guide rail 601 is made up of the double flute steel of No. 12.Lower frame guide rail 602 is connected with wall-attaching equipment 5; Hydraulic power mechanism 7 to be located on lower frame guide rail 602 and with lower frame 302 pin joint; Wherein, climbing frame tension member 8 comprises the first coupling assembling 801 and the second coupling assembling 802; Reinforcing bar peg on one end of first coupling assembling 801 and huge post 1 is affixed, and the upper end of the other end and upper frame guide rail 601 is affixed; Reinforcing bar peg on one end of second coupling assembling 802 and huge post 1 is affixed, and the other end and upper frame guide rail 601 are slidably connected.
Because Super High construction floor is higher, need in advance assembling reinforcement before upper frame 301 promotes, therefore, in the present embodiment, the design height of the support 3 that climbs is 17m, and the design height of free segment 301a is 11m, shifts to an earlier date assembling reinforcement to meet tying up muscle layer 103.
As shown in Figure 1, working platform 4 comprises the first reinforcing bar binding platform 401, second reinforcing bar binding platform 402, formwork hoisting platform 403, template operation platform 404, the main platform of template operation 405, template complementary platform 406, the main platform 407 of hydraulic operation from top to bottom and hangs platform 408.Wherein, the first reinforcing bar binding platform 401, second reinforcing bar binding platform 402 and template hanging platform 403 are located in free segment 301a from top to bottom respectively, free segment 301a comprises top and connects wall truss 301a1, contour plate lays layer column 301a2, tie up muscle layer column 301a3, first reinforcing bar binding platform bottom girder 301a4, second reinforcing bar binding platform bottom girder 301a5 and template hanging platform bottom girder 301a6, contour plate laying layer column 301a2 is fixedly mounted on and ties up on muscle layer column 301a3, top connects wall truss 301a1 and contour plate and lays that the top of layer column 301a2 is vertical to be fixed, first reinforcing bar binding platform bottom girder 301a4 is fixed on the bottom that contour plate lays layer column 301a2, second reinforcing bar binding platform bottom girder 301a5 is vertical with the middle-end of tying up muscle layer column 301a3 to be fixed, template hanging platform bottom girder 301a6 is fixed on the bottom of tying up muscle layer column 301a3, wherein, the first reinforcing bar binding platform 401 is fixed on the first reinforcing bar binding platform bottom girder 301a4, and the second reinforcing bar binding platform 402 is fixed on the second reinforcing bar binding platform bottom girder 301a5, and template hanging platform 403 is fixed on template hanging platform bottom girder 301a6, top and the template of huge column template 2 are hung platform bottom girder 301a6 and are fixedly connected with.Template operation platform 404 and the main platform 405 of template operation are located in canned paragraph 301b from top to bottom respectively, and template complementary platform 406 is fixed on huge column template 2.Canned paragraph 301b comprises LIFT column 301b1, template operation platform bottom girder 301b2 and template operation main platform bottom girder 301b3, the top of LIFT column 301b1 with tie up muscle layer column 301a3 and be bolted, its bottom is vertical with template operation main platform bottom girder 301b3 to be fixed, and template operation platform bottom girder 301b2 is vertically fixed on the middle-end of LIFT column 301b1; Template operation platform 404 is fixed on template operation platform bottom girder 301b2, and the main platform of template operation 405 is fixed on template operation main platform bottom girder 301b3.The main platform 407 of hydraulic operation and hang platform 408 and be located at respectively from top to bottom in lower frame 302; Lower frame 302 comprises main load-bearing pillar 302a, reinforcing prop 302b, hydraulic operation main platform column 302c, hangs platform column 302d, hydraulic operation main platform bottom girder 302e and hang platform bottom girder 302f, the top of hydraulic operation main platform column 302c is vertical with template operation main platform bottom girder 301b3 to be fixed, and its bottom is vertical with hydraulic operation main platform bottom girder 302e to be fixed; The main platform of hydraulic operation 407 is fixed on hydraulic operation main platform bottom girder 302e; The two ends of hanging platform column 302d platform bottom girder 302e main with hydraulic operation and hang that platform bottom girder 302f is vertical to be fixed respectively; Hang platform 408 to be fixed on and to hang on platform bottom girder 302f; The top of reinforcing prop 302b is orthogonal fixing with it through template operation main platform bottom girder 301b3, extends fix parallel with LIFT column 301b1, and its bottom extends to hangs platform 408 and parallelly with hanging platform column 302d to fix; Upper end and the template operation main platform bottom girder 301b3 of main load-bearing pillar 302a are spirally connected fixing, and with wall-attaching equipment 5 pin joint, its lower end with hang platform column 302d and fix, and to be fixed by the LIFT 102 of through-wall bolt and huge post 1.In the present embodiment, lower frame 302 also comprises adjusting support frame 302g, and one end and the main load-bearing pillar 302a of adjusting support frame 302g fix, and the other end and canned paragraph 301b fix, and specifically fixes with template operation main platform bottom girder 301b3 exactly.
In the present embodiment, the first reinforcing bar binding platform 401, the main platform 407 of hydraulic operation and hang platform 408 and make encapsulation process.
Refer to Fig. 2, in the present embodiment, first coupling assembling 801 comprises the first expansion link 801a, the first clamping plate connector 801b and the second clamping plate connector 801c, first clamping plate connector 801b is fixed on the reinforcing bar peg on huge post 1, and the second clamping plate connector 801c is fixed on upper frame guide rail 601; One end and the first clamping plate connector 801b of the first expansion link 801a are spirally connected fixing, and the other end and the second clamping plate connector 801c are spirally connected fixing.
Second coupling assembling 802 comprises the second expansion link 802a, the 3rd expansion link 802b, three-ply board connector 802c, the 4th clamping plate connector 802d, five-layer plywood connector 802e and roller connector 802f, three-ply board connector 802c and the 4th clamping plate connector 802d interval and is fixed on the reinforcing bar peg on huge post 1; One end and the upper frame guide rail 601 of roller connector 802f are slidably connected, and the other end is fixedly connected with five-layer plywood connector 802e; One end of second expansion link 802a and one end of the 3rd expansion link 802b are all spirally connected fixing with five-layer plywood connector 802e, the other end and the three-ply board connector 802c of the second expansion link 802a are spirally connected fixing, and the other end and the 4th clamping plate connector 802d of the 3rd expansion link 802b are spirally connected fixing.Wherein, the first coupling assembling 801 and the second coupling assembling 802 are steel assembly.
Please consult Fig. 1 and Fig. 3 further, in the utility model, hydraulic power mechanism 7 comprises oil cylinder 701, oil pump (not shown in FIG.), electric control box (not shown in FIG.), upper climbing head 702, lower climbing head 703, oil cylinder 701 is connected with oil pump and electric control box, oil pump and electric control box are installed on main load-bearing pillar 302a, the two ends of oil cylinder 701 are fixedly connected with upper climbing head 702 and lower climbing head 703 respectively, upper climbing head 702 and lower climbing head 703 are fixed on lower frame guide rail 602, and upper climbing head 701 is connected with main load-bearing pillar 302a by bearing pin.
The course of work of track attaching superelevation support body steel reinforced concrete of the present utility model huge post climbing apparatus is as follows:
As shown in Figures 1 and 2, first, after the LIFT 102 of N+2 layer is built, the LIFT 102 of huge column template 2 from N+2 layers is removed by the main platform of template operation 405 and template operation platform 404 at canned paragraph 301b by constructor; Then, lower frame guide rail 602 is also removed by constructor from the conservation layer 101 of N layer and N+1 layer, and carries out preparation of climbing.After the concrete of the LIFT 102 of N+2 layer reaches the length of time, lower frame guide rail 602 is installed in the LIFT 102 of N+2 layer by constructor, and starts hydraulic power mechanism 7 by the main platform 407 of hydraulic operation lower frame is climbed along lower frame guide rail 602.Climbing, support 3 climbs in process, upper frame 301 is subject to the first expansion link 801a, the second expansion link 802a and the 3rd expansion link 802b drawknot respectively, meanwhile, roller connector 802f slowly slides along upper frame guide rail 601, the stability that the effective guarantee support 3 that climbs climbs and safety.After the support 3 that climbs climbs and puts in place, what constructor lifted huge column template 2 to N+3 layer by formwork hoisting platform 403 ties up muscle layer 103, meanwhile, constructor connects wall truss 301a1 and the first reinforcing bar binding platform 401 at free segment 301a by top and to be removed by climbing frame tension member 8 and to be transferred to N+5 layer.Constructor at free segment 301a by the reinforcing bar in the first reinforcing bar binding platform 401 and the second reinforcing bar binding platform 402 colligation N+5 and N+6 layer; After colligation, constructor by 2-in-1 for huge column template mould, and builds the concrete in N+3 layer by the main platform of template operation 405, template operation platform 404 and template complementary platform 406.Repeat above-mentioned steps, thus realize huge post construction and reinforcing bar binding construction synchronously carry out.
Be different from prior art, track attaching superelevation support body steel reinforced concrete of the present utility model huge post climbing apparatus arranges the mutually level upper frame guide rail with upper frame free segment on upper frame, and by the first coupling assembling by the reinforcing bar peg drawknot on the upper end of upper frame guide rail and huge post, again the reinforcing bar peg on second coupling assembling one end and huge post is fixed, the other end is connected with the lower slide of upper frame guide rail, be not only the fixed point that the support that climbs provides safety and stability, ensure that the support that climbs climb construction time upper frame be firmly connected with huge post, and by the rolling between roller connector and upper frame guide rail, further ensure stability and safety that the support that climbs climbs.In addition, due to the utility model for the support that climbs construction of climbing provides effective firm system, therefore the design height of support upper frame of climbing increases greatly, can meet and shift to an earlier date colligation N+3 layer reinforcing bar on upper frame, compared with conventional construction method, substantially reduce the difficulty of construction of assembling reinforcement in template, and can meet huge column template construction and reinforcing bar binding construction synchronously can carry out at down operation layer, be independent of each other, every layer can shift to an earlier date 1.5-2 days durations, effectively prevent the construction delay that workman's work holdup brings, substantially increase work efficiency, accelerate construction speed.The utility model has that structure is simple, easy installation and removal, cost are lower, stable and the feature such as safety and stability, has good economic results in society.
The foregoing is only embodiment of the present utility model; not thereby the scope of the claims of the present utility model is limited; every utilize the utility model manual and accompanying drawing content to do equivalent structure or equivalent flow process conversion; or be directly or indirectly used in other relevant technical fields, be all in like manner included in scope of patent protection of the present utility model.
Claims (10)
1. the huge post climbing apparatus of track attaching superelevation support body steel reinforced concrete, is attached on the huge post of Super High steel reinforced concrete, it is characterized in that, comprising:
Huge column template, described huge column template is vertically hung on the outside of the LIFT of described huge post and is fixed by bolt;
Climb support, described in the support that climbs be that multiple standard knot assembles and the steel work be arranged in parallel with described huge post; The described support that climbs comprises upper frame and lower frame, described lower frame is fixed on the conservation layer of described huge post, described upper frame comprises free segment and canned paragraph, to lay layer corresponding for tie up muscle layer and the contour plate of described free segment and described huge post, and described canned paragraph is fixed by the section of building of bolt and described huge post; Wherein, the lower end of described free segment is fixedly connected with the upper end of described huge column template;
Working platform, climbs in support described in described working platform level is placed in;
Wall-attaching equipment, described wall-attaching equipment is secured by bolts on the conservation layer of described huge post;
Guide rail, described guide rail comprises upper frame guide rail and lower frame guide rail, and described upper frame guide rail is identical with described freedom length and be vertically fixed on described free segment, and described lower frame guide rail is connected with described wall-attaching equipment;
Hydraulic power mechanism, described hydraulic mechanism to be located on described lower frame guide rail and with described lower frame pin joint;
Wherein, the huge post climbing apparatus of described track attaching superelevation support body steel reinforced concrete comprises climbing frame tension member further, and described climbing frame tension member comprises the first coupling assembling and the second coupling assembling; Reinforcing bar peg on one end of described first coupling assembling and described huge post is affixed, and the upper end of the other end and described upper frame guide rail is affixed; Reinforcing bar peg on one end of described second coupling assembling and described huge post is affixed, and the other end is connected with described upper frame slide.
2. the huge post climbing apparatus of track attaching superelevation support body steel reinforced concrete according to claim 1, it is characterized in that, described first coupling assembling comprises the first expansion link, the first clamping plate connector and the second clamping plate connector, described first clamping plate connector is fixed on the reinforcing bar peg on described huge post, and described second clamping plate connector is fixed on described upper frame guide rail; One end and the described first clamping plate connector of described first expansion link are spirally connected fixing, and the other end and described second clamping plate connector are spirally connected fixing.
3. the huge post climbing apparatus of track attaching superelevation support body steel reinforced concrete according to claim 2, it is characterized in that, described second coupling assembling comprises the second expansion link, the 3rd expansion link, three-ply board connector, the 4th clamping plate connector, five-layer plywood connector and roller connector, and described three-ply board connector and described 4th clamping plate connector interval are fixed on the reinforcing bar peg on described huge post; One end of described roller connector is connected with described upper frame slide, and the other end is fixedly connected with described five-layer plywood connector; One end of described second expansion link and one end of described 3rd expansion link are all spirally connected fixing with described five-layer plywood connector, the other end and the described three-ply board connector of described second expansion link are spirally connected fixing, and the other end and the described 4th clamping plate connector of described 3rd expansion link are spirally connected fixing.
4. the huge post climbing apparatus of track attaching superelevation support body steel reinforced concrete according to claim 3, is characterized in that, described first coupling assembling and described second coupling assembling are steel assembly.
5. the huge post climbing apparatus of track attaching superelevation support body steel reinforced concrete according to claim 1, it is characterized in that, described upper frame guide rail is made up of double flute steel.
6. the huge post climbing apparatus of track attaching superelevation support body steel reinforced concrete according to claim 1, it is characterized in that, described working platform comprises the first reinforcing bar binding platform, the second reinforcing bar binding platform, template hanging platform, template operation platform, the main platform of template operation, the main platform of hydraulic operation and hangs platform; Described first reinforcing bar binding platform, described second reinforcing bar binding platform and described template hanging platform is located in described free segment from top to bottom respectively; Described template operation platform and the main platform of described template operation are located in described canned paragraph from top to bottom respectively; The main platform of described hydraulic operation and described in hang platform and be located at respectively from top to bottom in described lower frame; Wherein, described first reinforcing bar binding platform, the main platform of described hydraulic operation and described in hang platform and make encapsulation process.
7. the huge post climbing apparatus of track attaching superelevation support body steel reinforced concrete according to claim 6, it is characterized in that, described working platform comprises template complementary platform further, and described template complementary platform is fixed on described huge column template.
8. the huge post climbing apparatus of track attaching superelevation support body steel reinforced concrete according to claim 1, it is characterized in that, described lower frame comprises main load-bearing pillar, the upper end of described main load-bearing pillar and described wall-attaching equipment pin joint, and lower end is fixed by the LIFT of through-wall bolt and described huge post.
9. the huge post climbing apparatus of track attaching superelevation support body steel reinforced concrete according to claim 8, it is characterized in that, described lower frame comprises adjusting support frame further, and one end and the described main load-bearing pillar of described adjusting support frame fix, and the other end and described canned paragraph fix.
10. the huge post climbing apparatus of track attaching superelevation support body steel reinforced concrete according to claim 8, it is characterized in that, described hydraulic power mechanism comprises oil cylinder, oil pump, electric control box, upper climbing head, lower climbing head, described oil cylinder is connected with described oil pump and described electric control box, and described oil pump and described electric control box are installed on described main load-bearing pillar; The two ends of described oil cylinder are fixedly connected with described upper climbing head and described lower climbing head respectively, and described upper climbing head and described lower climbing head are fixed on described lower frame guide rail, and described upper climbing head is connected with described main load-bearing pillar by bearing pin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420548573.3U CN204112721U (en) | 2014-09-24 | 2014-09-24 | The huge post climbing apparatus of a kind of track attaching superelevation support body steel reinforced concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420548573.3U CN204112721U (en) | 2014-09-24 | 2014-09-24 | The huge post climbing apparatus of a kind of track attaching superelevation support body steel reinforced concrete |
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| Publication Number | Publication Date |
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| CN204112721U true CN204112721U (en) | 2015-01-21 |
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|---|---|---|---|
| CN201420548573.3U Expired - Fee Related CN204112721U (en) | 2014-09-24 | 2014-09-24 | The huge post climbing apparatus of a kind of track attaching superelevation support body steel reinforced concrete |
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| CN (1) | CN204112721U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639303A (en) * | 2016-11-21 | 2017-05-10 | 中国建筑股份有限公司 | Hydraulic climbing formwork frame special for lift |
| CN107700829A (en) * | 2017-09-26 | 2018-02-16 | 中建局集团建设发展有限公司 | Pulley suspension large form realizes the constructing device that the huge post of wide-angle inclined in two-way is tiltedly climbed |
| CN110552499A (en) * | 2019-09-02 | 2019-12-10 | 北京市建筑工程研究院有限责任公司 | Transversely pre-buried fixed creeping formwork support body auxiliary stay structure |
| CN114016610A (en) * | 2021-12-16 | 2022-02-08 | 中国建筑第二工程局有限公司 | Self-climbing formwork and core barrel binding construction method |
-
2014
- 2014-09-24 CN CN201420548573.3U patent/CN204112721U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106639303A (en) * | 2016-11-21 | 2017-05-10 | 中国建筑股份有限公司 | Hydraulic climbing formwork frame special for lift |
| CN106639303B (en) * | 2016-11-21 | 2019-06-28 | 中国建筑股份有限公司 | Elevator dedicated hydraulic creeping formwork frame body |
| CN107700829A (en) * | 2017-09-26 | 2018-02-16 | 中建局集团建设发展有限公司 | Pulley suspension large form realizes the constructing device that the huge post of wide-angle inclined in two-way is tiltedly climbed |
| CN110552499A (en) * | 2019-09-02 | 2019-12-10 | 北京市建筑工程研究院有限责任公司 | Transversely pre-buried fixed creeping formwork support body auxiliary stay structure |
| CN114016610A (en) * | 2021-12-16 | 2022-02-08 | 中国建筑第二工程局有限公司 | Self-climbing formwork and core barrel binding construction method |
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Granted publication date: 20150121 |