CN211947968U - Integral assembling type construction platform for high-altitude pier column construction - Google Patents
Integral assembling type construction platform for high-altitude pier column construction Download PDFInfo
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- CN211947968U CN211947968U CN201922199371.8U CN201922199371U CN211947968U CN 211947968 U CN211947968 U CN 211947968U CN 201922199371 U CN201922199371 U CN 201922199371U CN 211947968 U CN211947968 U CN 211947968U
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Abstract
The utility model discloses a whole spelling formula construction platform for high altitude pier stud construction relates to bridge engineering construction technical field, including a plurality of stands and multilayer platform, the platform is followed stand axial interval sets up, each the platform is with a plurality of the stand all passes through the bolt fastening, the platform includes outline, interior frame and a plurality of footboard, the footboard both ends are fixed in respectively on outline and the interior frame, outline and interior frame interval form and hold the interval, a plurality of the footboard paves in hold the interval, the utility model discloses can avoid construction platform high altitude to install and remove the operation, and assemble simply.
Description
Technical Field
The utility model relates to a bridge engineering construction technical field, concretely relates to whole spelling formula construction platform for high altitude pier stud construction.
Background
In recent years, with the rapid development of the construction of coastal urban traffic infrastructures, the construction of bridges is continuously developed along with the footsteps of the times. As an important component of bridge engineering, the construction quality of a pier stud has a profound influence on the overall stability of a bridge. The pier stud is usually constructed by erecting an operation platform by using a scaffold, but the operation platform erected by using the scaffold has the following defects:
1. when the scaffold is assembled and disassembled, the high-altitude operation risk is large, and the vehicle safety of roads on two sides of a field is easily damaged;
2. the working environment of workers is poor, and the capability of resisting the natural environment is poor;
3. different professional workers are not easy to cooperate with each other, and the assembly construction efficiency is low;
4. in the actual operation process, the scaffold is often not standardized or has a large construction quantity, and negative influences are brought to the safe and civilized construction, progress and cost of a project.
SUMMERY OF THE UTILITY MODEL
To the defect that exists among the prior art, the utility model aims to provide a whole spelling formula construction platform for high altitude pier stud construction can avoid construction platform high altitude to install and remove the operation, and the assembly is simple.
In order to achieve the above purpose, the utility model adopts the technical proposal that:
the utility model provides a whole spelling formula construction platform that makes up for high altitude pier stud construction, includes:
a plurality of columns;
the multilayer platform, the platform is followed stand axial interval sets up, each the platform is with a plurality of the stand all passes through the bolt fastening, the platform includes outline, interior frame and a plurality of footboard, the footboard both ends are fixed in respectively on outline and the interior frame, outline and interior frame interval form and hold the interval, and are a plurality of the footboard lay flatly in hold in the interval.
On the basis of the technical scheme, the outer frame, the inner frame and the upright post are all angle steel.
On the basis of the technical scheme, two ends of the pedal are respectively erected on the inner sides of the outer frame and the inner frame, pressing strips are welded on the inner sides of the outer frame and the inner frame, and the pressing strips are abutted to the pedal.
On the basis of the technical scheme, the upright column is formed by welding or bolting a plurality of angle steels end to end.
On the basis of the technical scheme, the integral assembling type construction platform further comprises a protective net, and the protective net is fixed with the stand columns.
On the basis of the technical scheme, a plurality of inclined struts are arranged between the adjacent upright posts.
On the basis of the technical scheme, a ladder stand is arranged between every two adjacent platforms.
On the basis of the technical scheme, the pedal is a steel springboard.
On the basis of the technical scheme, a protective guard is arranged above the platform and fixed on the upright post.
On the basis of the technical scheme, the platform is provided with four layers.
Compared with the prior art, the utility model has the advantages of:
the utility model discloses a whole spelling formula construction platform for high altitude pier stud construction because each platform all passes through the bolt fastening with a plurality of stands, and the setting of outline, interior frame and a plurality of footboard, has the advantage that the assembly is simple, simultaneously, because simple structure, whole weight is lighter, can carry out whole lifting to the pier stud segment that has pour to it and carry out the pier stud construction, and then has avoided construction platform's high altitude to install and remove the operation.
Drawings
Fig. 1 is a front view of a construction platform in an embodiment of the present invention;
fig. 2 is a side view of the construction platform according to the embodiment of the present invention.
In the figure: 1-upright post, 11-inclined strut, 12-protective fence, 2-platform, 21-outer frame, 22-inner frame and 23-ladder stand.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples.
Referring to fig. 1 and fig. 2 show, the embodiment of the utility model provides a whole spelling formula construction platform for high altitude pier stud construction, including a plurality of stands 1 and multilayer platform 2, preferably, platform 2 is equipped with the four layers, platform 2 sets up along stand 1 axial interval, each platform 2 all passes through the bolt fastening with a plurality of stands 1, platform 2 includes outline 21, interior frame 22 and a plurality of footboard, the footboard both ends are fixed in respectively on outline 21 and interior frame 22, outline 21 and interior frame 22 interval form and hold the interval, a plurality of footboards are tiled in holding the interval.
Whole spelling formula construction platform is good at subaerial spelling in advance, hangs whole spelling formula construction platform to the pier stud subsection of pouring by the loop wheel machine on, after the welded fastening, alright use can change according to the construction, through the bolted connection between stand 1 and the platform 2, increase and decrease stand 1 and satisfy the construction demand, and is nimble changeable. After the section pier stud steel bars provided with the integral assembling type construction platform are installed, the integral assembling type construction platform is lifted away by a crane, the template installation and concrete pouring procedures of the pier stud are carried out, and the steps are sequentially circulated until the pier stud construction is completed. After the pier stud construction is completed, the bolt connection between the upright column 1 and the platform 2 can be removed, and the steel material recovery of the platform is completed.
This whole spelling formula construction platform's main body frame passes through the bolt constitution, has the ann and tears convenient function open, and simultaneously, this whole spelling formula construction platform only needs once to make the completion, alright in the different festival section recycling of different pier studs, need not increase other steel materials along with the change of pier stud construction height, for traditional scaffold frame work platform the input of material has been reduced, the material of having practiced thrift the platform structure and expense such as installation, the construction pier position is more high more, economic benefits is more obvious. The pier column construction efficiency is improved, and the construction period is shortened.
The construction of every pier stud segment circulates, and whole piece together formula construction platform only needs handling 2 times, and the input that has significantly reduced machinery is used, improves mechanical use efficiency.
Further, outline 21, interior frame 22 and stand 1 are the angle steel, whole spelling formula construction platform still includes the protection network, the protection network is fixed with stand 1, still be equipped with the reinforcement between stand 1, this reinforcement is used for strengthening this whole spelling formula construction platform's structural stability, protection network portion is fixed with the reinforcement, preferably, the reinforcement is the reinforcing bar, the protection network is dense mesh, carry out the limit protection that faces of this frame through adopting reinforcing bar and dense mesh net, the material is easy, the ann tears the convenience open, this whole spelling formula construction platform is protected by the limit that faces that dense mesh net and reinforcing bar constitute the frame, can effectively avoid if potential safety hazards such as high altitude fall, satisfy high altitude construction protection requirement
Be equipped with cat ladder 23 between adjacent platform 2, can make things convenient for the workman to operate from top to bottom, and this whole spelling formula construction platform circulated use, very big improvement pier shaft reinforcing bar installation rate.
The integral assembly type construction platform adopts integral protection, is safe and convenient, is convenient for workers to install high-altitude reinforcing steel bars, can ensure the safety of high-altitude operation, and effectively reduces the occurrence of high-altitude safety accidents.
The inboard of outline 21 and interior frame 22 is set up respectively at the footboard both ends, the layering has all been welded to the inboard of outline 21 and interior frame 22, the layering supports and holds in the footboard, through the layering, the cooperation of outline 21 and interior frame 22, can accomplish the fixed to the footboard, make whole spelling formula construction platform in handling and use, the footboard can not lead to appearing breaking away from the phenomenon that holds the interval owing to rock or constructor walks about, thereby guaranteed the security when constructor carries out the pier stud construction on this whole spelling formula construction platform.
The stand 1 is that a plurality of angle steel head and the tail weld or bolt form, mainly adopts the bolt form of bolt between each part of whole spelling formula construction platform, is convenient for ann tear open, and each part can all recycle, and is energy-concerving and environment-protective.
Wherein, be equipped with a plurality of bracing 11 between adjacent stand 1, the outer frame 21 of bottom is I14 shaped steel, and interior frame 22 and upper outer frame 21 are angle steel of being equal to less than 63 x 6, and stand 1 and bracing 11 are angle steel of being equal to less than 75 x 8, and the component is selected the material and the cross-sectional feature is standardized, easily makes processing, satisfies "green construction and energy saving and emission reduction" requirement.
This whole spelling formula construction platform can be according to different pier stud structure sizes by the angle steel through the bolt assembly become the platform that suits, the suitability is strong, applicable in the pier stud construction of co-altitude and different cross-sectional dimensions.
The footboard is the steel springboard, because the steel springboard is easily acquireed at the job site to can be convenient for assemble this whole spelling formula construction platform, improved the packaging efficiency, simultaneously, the steel springboard still has workable characteristics, makes its shape that satisfies outline 21 and interior frame 22 corner through cutting the steel springboard, so that install the steel springboard in holding the interval.
The guard rail 12 is arranged above the platform 2, the guard rail 12 is fixed on the upright post 1, and the safety use performance of the integral assembly type construction platform can be improved through the arrangement of the guard rail 12.
The present invention is not limited to the above embodiments, and for those skilled in the art, a plurality of improvements and decorations can be made without departing from the principle of the present invention, and these improvements and decorations are also considered to be within the protection scope of the present invention. Those not described in detail in this specification are within the skill of the art.
Claims (10)
1. The utility model provides a whole spelling formula construction platform for high altitude pier stud construction which characterized in that includes:
a plurality of uprights (1);
multilayer platform (2), platform (2) are followed stand (1) axial interval sets up, each platform (2) and a plurality of stand (1) all is through the bolt fastening, platform (2) are including outline (21), interior frame (22) and a plurality of footboard, the footboard both ends are fixed in respectively on outline (21) and interior frame (22), outline (21) and interior frame (22) interval form and hold the interval, and are a plurality of the footboard lay flatly in hold in the interval.
2. The integral assembling type construction platform for high-altitude pier column construction according to claim 1, wherein: the outer frame (21), the inner frame (22) and the upright post (1) are all angle steel.
3. The integral assembling type construction platform for high-altitude pier column construction according to claim 2, wherein: the footboard both ends are set up respectively the inboard of outline (21) and interior frame (22), the inboard homoweld of outline (21) and interior frame (22) has the layering, the layering support hold in the footboard.
4. The integral assembling type construction platform for high-altitude pier column construction according to claim 2, wherein: the upright post (1) is formed by welding or bolting a plurality of angle steels end to end.
5. The integral assembling type construction platform for high-altitude pier column construction according to claim 1, wherein: the integral assembling type construction platform further comprises a protective net, and the protective net is fixed with the stand column (1).
6. The integral assembling type construction platform for high-altitude pier column construction according to claim 1, wherein: a plurality of inclined struts (11) are arranged between the adjacent upright columns (1).
7. The integral assembling type construction platform for high-altitude pier column construction according to claim 1, wherein: a ladder stand (23) is arranged between the adjacent platforms (2).
8. The integral assembling type construction platform for high-altitude pier column construction according to claim 1, wherein: the pedal is a steel springboard.
9. The integral assembling type construction platform for high-altitude pier column construction according to claim 1, wherein: a protective guard (12) is arranged above the platform (2), and the protective guard (12) is fixed on the upright post (1).
10. The integral assembling type construction platform for high-altitude pier column construction according to claim 1, wherein: the platform (2) is provided with four layers.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922199371.8U CN211947968U (en) | 2019-12-10 | 2019-12-10 | Integral assembling type construction platform for high-altitude pier column construction |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922199371.8U CN211947968U (en) | 2019-12-10 | 2019-12-10 | Integral assembling type construction platform for high-altitude pier column construction |
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| Publication Number | Publication Date |
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| CN211947968U true CN211947968U (en) | 2020-11-17 |
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| CN201922199371.8U Active CN211947968U (en) | 2019-12-10 | 2019-12-10 | Integral assembling type construction platform for high-altitude pier column construction |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113833263A (en) * | 2021-09-26 | 2021-12-24 | 中铁七局集团有限公司 | Integral lantern type support circulating hoisting construction method for frame column |
-
2019
- 2019-12-10 CN CN201922199371.8U patent/CN211947968U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113833263A (en) * | 2021-09-26 | 2021-12-24 | 中铁七局集团有限公司 | Integral lantern type support circulating hoisting construction method for frame column |
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