CN111677261A - Sliding guide rail type operating platform for ceiling construction - Google Patents
Sliding guide rail type operating platform for ceiling construction Download PDFInfo
- Publication number
- CN111677261A CN111677261A CN202010594431.0A CN202010594431A CN111677261A CN 111677261 A CN111677261 A CN 111677261A CN 202010594431 A CN202010594431 A CN 202010594431A CN 111677261 A CN111677261 A CN 111677261A
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- China
- Prior art keywords
- steel
- construction
- platform
- sliding guide
- guide rail
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/32—Safety or protective measures for persons during the construction of buildings
- E04G21/3261—Safety-nets; Safety mattresses; Arrangements on buildings for connecting safety-lines
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/001—Safety or protective measures against falling down relating to scaffoldings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/283—Mobile scaffolds; Scaffolds with mobile platforms mobile horizontally
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Refuge Islands, Traffic Blockers, Or Guard Fence (AREA)
Abstract
The invention discloses a sliding guide rail type operating platform for ceiling construction, which comprises a structural plate, wherein embedded parts are arranged at the bottom of the structural plate, I-shaped steel is fixedly arranged inside the embedded parts, and a group of steel structure rails is fixedly arranged between the bottom ends of every two groups of I-shaped steel. This a sliding guide formula operation platform for furred ceiling construction, through the built-in fitting, I-steel and steel construction orbital setting, can stabilize effectual hang work platform at tall and big building space's top, compare with the construction platform that current console mode was set up, need not adjust according to the space height of different buildings in good time, no longer occupy a large amount of indoor ground space simultaneously, the effectual construction progress that has improved tall and big space building, also can not appear because of the unevenness on ground and the slope phenomenon that causes work platform, risk factor when high altitude construction is lower, security and stability are higher.
Description
Technical Field
The invention belongs to the technical field of building construction equipment, and particularly relates to a sliding guide rail type operating platform for ceiling construction.
Background
When the construction operation is carried out on some comprehensive large public buildings, the secondary installation construction operation of a high and large-space main body framework, such as the installation of a suspended ceiling, mechanical equipment and various pipelines, is often involved, in the construction operation of the previous similar processes, an operation construction platform erected by a floor type steel pipe structure is commonly used, but the construction platform is time-consuming and labor-consuming in preparation, needs to be adjusted timely according to the space heights of different buildings, not only needs to occupy a large amount of indoor ground space and further greatly influences the normal production construction of other processes, but also has higher requirements on the flatness of the indoor ground to prevent the inclination phenomenon in the erecting process in order to ensure the safe construction on the operation platform, but also has no avoidable safety risk caused by the overhigh erected operation platform, so that the operation platform has poorer use effect and lower safety in the whole construction process, there is very big potential safety hazard, so, need for a neotype operation platform in order to solve the operation platform that current console mode steel tubular construction set up and the problem that appears in the work progress.
Disclosure of Invention
The invention provides a sliding guide rail type operating platform for suspended ceiling construction, which has the advantages of accelerating construction progress, saving turnover materials and reducing construction risks, and solves the problems that the conventional operating construction platform erected by a common floor type steel pipe structure wastes time and labor during preparation, needs to be adjusted timely according to the space heights of different buildings, occupies a large amount of indoor ground space, greatly influences the normal production construction of other working procedures, has higher requirements on the flatness of the indoor ground space so as to prevent the inclination phenomenon in the erecting process in order to ensure the safe construction on the operating platform, but has no safety risk caused by overhigh erected operating platform, so that the operating platform has poor use effect and lower safety in the whole construction process, has the problem of great potential safety hazard.
The invention provides the following technical scheme: the utility model provides a sliding guide formula operation platform for furred ceiling construction, includes the structural slab, the bottom of structural slab is equipped with the built-in fitting, the inside fixed mounting of built-in fitting has the I-steel, and fixed mounting has a set of steel construction track between the bottom of per two sets of I-steel, the orbital inside swing joint of steel construction has the assembly pulley, the bottom fixed mounting of assembly pulley has work platform, one side fixed mounting on work platform top has driving motor, and driving motor's output shaft passes through drive mechanism and swing joint assembly transmission connection on steel construction track.
Furthermore, the steel structure track adopts an I-shaped steel sliding guide rail system, and two ends of the steel structure track respectively extend to a span of the high layer area.
Furthermore, the number of the transmission mechanisms is two, the transmission mechanisms are respectively positioned on two sides of the top of the working platform, and the two working platforms rotate in the same direction through the transmission of the transmission mechanisms.
Further, the embedded parts are arranged in a rectangular shape by a multiple of four, and the width between each group of embedded parts is set to 3000 millimeters.
Advantageous effects
1. This a sliding guide formula operation platform for furred ceiling construction, through the built-in fitting, I-steel and steel construction orbital setting, can stabilize effectual hang work platform at tall and big building space's top, compare with the construction platform that current console mode was set up, need not adjust according to the space height of different buildings in good time, no longer occupy a large amount of indoor ground space simultaneously, the effectual construction progress that has improved tall and big space building, also can not appear because of the unevenness on ground and the slope phenomenon that causes work platform, risk factor when high altitude construction is lower, security and stability are higher.
2. This a sliding guide formula operation platform for furred ceiling construction, through the steel construction track, the assembly pulley, driving motor and drive mechanism's setting, can realize the horizontal migration construction to work platform, compare with the construction platform that current console mode was set up, and then can carry out secondary construction work to the major structure of tall and big space building in certain regional scope, and need not remove the operation subaerial to operation platform, need not take the ground again to carry out high altitude construction work, thereby the effectual use of turnover material that has saved, further accelerated the progress of high altitude construction.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the installation of the structural steel rails of the present invention;
fig. 3 is a schematic structural diagram of the working platform of the present invention.
In the figure: 1. a structural panel; 2. embedding parts; 3. i-shaped steel; 4. a steel structure rail; 5. a pulley block; 6. a working platform; 7. a drive motor; 8. and a transmission mechanism.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-3, a sliding guide rail type operating platform for ceiling construction comprises a structural plate 1, an embedded part 2 is arranged at the bottom of the structural plate 1, i-beams 3 are fixedly installed inside the embedded part 2, a group of steel structure rails 4 are fixedly installed between the bottom ends of every two groups of i-beams 3, pulley blocks 5 are movably connected inside the steel structure rails 4, a working platform 6 is fixedly installed at the bottom ends of the pulley blocks 5, a driving motor 7 is fixedly installed at one side of the top end of the working platform 6, and an output shaft of the driving motor 7 is in transmission connection with the pulley blocks 5 movably connected to the steel structure rails 4 through a transmission mechanism 8.
In the technical scheme, the steel structure track 4 adopts an I-shaped steel sliding guide rail system, and two ends of the I-shaped steel sliding guide rail system extend to a span of a high layer area respectively.
Wherein, adopt the setting of I-steel sliding guide rail system to steel construction track 4 for steel construction track 4 possesses higher stability and reliability in-process that takes the horizontal slip of running pulley 5, can bear load of great degree and difficult emergence is warp.
Wherein, the setting that extends to the one span in high layer region respectively to steel construction track 4's both ends to in carrying out dismouting operation to work platform 6, and for the storage of material and operating personnel's upper and lower region that provides a safety and stability.
In the technical scheme, the number of the transmission mechanisms 8 is set to be two groups and are respectively positioned at two sides of the top of the working platform 6, and meanwhile, the two groups of working platforms 6 realize homodromous rotation through the transmission of the transmission mechanisms 8.
In the technical scheme, the embedded parts 2 are arranged in a rectangular shape by multiples of four, and the width between each group of embedded parts 2 is set to 3000 millimeters.
The use method and the working principle of the embodiment are as follows:
setting up measures:
firstly, performing stress analysis on a steel structure of an operation platform according to the requirements of project construction, calculating the stress of a steel member of a working platform 6, checking and calculating the maximum stress ratio and the maximum deflection of the steel member, calculating the suspension force required by four inflection points of the working platform 6, issuing a detailed parameter three-dimensional model, and entrusting a regular factory for processing;
secondly, according to the working platform 6 and the requirements on various loads, the position of the main structure embedded part 2 of the steel structure track 4 is deeply determined through design, communication and checking calculation, and a certain reinforcement measure is carried out on the main body, so that the service life load of the platform is met;
then, according to the requirements of the working platform 6 and construction load, the position checking calculation of the embedded part 2 is specifically and deeply designed, and parameters such as the specific model and the size of the steel structure track 4 are determined;
then, when the strength of the main structure of the area needing to be provided with the working platform 6 reaches 100%, the steel structure track 4 is arranged by utilizing the main structure construction formwork platform, and two ends of the guide rail respectively extend to one span of the high-layer area;
and finally, carrying out equipment acceptance and pre-starting tests after the installation is finished so as to ensure the safety of the equipment in the using process.
Insurance measures:
a. safety mechanisms such as emergency movement, stop limit and the like are arranged inside the pulley block 5;
b. in the construction process, workers are connected with the lifting rings at the bottom of the structural slab 1 through safety ropes so as to prevent accidents;
c. the hooks are embedded in the side columns of each layer of the main body structure, the anchoring length and the anchoring diameter of each hook are determined through checking calculation, and the anchoring vertical spacing and the net number of the tensioned horizontal net-holding hooks are arranged according to the operating height and the specification requirements.
And (4) taking dismantling measures:
after the steel structure track is used, the hanging rings are welded on the top of the steel structure track 4, the steel structure track 4 is cut in sections by adopting a gradual yielding method, and the segmented steel structure track 4 is sequentially dismantled to the ground through the electric hoist and the pulleys by taking the embedded parts as fulcrums.
In the specific construction process, the driving motor 7 is in transmission connection with the working platform 6, and the driving motor 7 is used for driving the working platform 6 to horizontally move along the track of the steel structure track 4 for construction in a forward and reverse rotation mode, so that the installation and construction operation of a suspended ceiling, mechanical equipment and various pipelines in a tall building space is realized.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (4)
1. The utility model provides a slide rail formula operation platform for furred ceiling construction, includes structural slab (1), its characterized in that: the bottom of structural slab (1) is equipped with built-in fitting (2), the inside fixed mounting of built-in fitting (2) has I-steel (3), and fixed mounting has a set of steel construction track (4) between the bottom of per two sets of I-steel (3), the inside swing joint of steel construction track (4) has assembly pulley (5), the bottom fixed mounting of assembly pulley (5) has work platform (6), one side fixed mounting on work platform (6) top has driving motor (7), and the output shaft of driving motor (7) passes through drive mechanism (8) and is connected with assembly pulley (5) transmission of swing joint on steel construction track (4).
2. A sliding guide-type operating platform for ceiling construction according to claim 1, wherein: the steel structure track (4) adopts an I-shaped steel sliding guide rail system, and two ends of the I-shaped steel sliding guide rail system respectively extend to a span of a high layer area.
3. A sliding guide-type operating platform for ceiling construction according to claim 1, wherein: the number of the transmission mechanisms (8) is two, the two transmission mechanisms are respectively positioned at two sides of the top of the working platform (6), and the two working platforms (6) are driven by the transmission mechanisms (8) to rotate in the same direction.
4. A sliding guide-type operating platform for ceiling construction according to claim 1, wherein: the embedded parts (2) are arranged in a rectangular shape by multiples of four, and the width between each group of embedded parts (2) is set to 3000 millimeters.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2020103258580 | 2020-04-23 | ||
| CN202010325858 | 2020-04-23 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111677261A true CN111677261A (en) | 2020-09-18 |
Family
ID=72436938
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010594431.0A Pending CN111677261A (en) | 2020-04-23 | 2020-06-28 | Sliding guide rail type operating platform for ceiling construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111677261A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113503053A (en) * | 2021-08-30 | 2021-10-15 | 中冶建工集团重庆钢结构有限公司 | Method for tensioning safety rope on steel beam |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201517284U (en) * | 2009-10-13 | 2010-06-30 | 河南中建七局建筑装饰工程有限公司 | High-altitude semiautomatic hanging double-suspension type steel structure slipping operating platform |
| CN203475799U (en) * | 2013-09-29 | 2014-03-12 | 中广核工程有限公司 | Construction auxiliary platform for steam turbine workshop steel roof truss in nuclear power plant |
-
2020
- 2020-06-28 CN CN202010594431.0A patent/CN111677261A/en active Pending
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201517284U (en) * | 2009-10-13 | 2010-06-30 | 河南中建七局建筑装饰工程有限公司 | High-altitude semiautomatic hanging double-suspension type steel structure slipping operating platform |
| CN203475799U (en) * | 2013-09-29 | 2014-03-12 | 中广核工程有限公司 | Construction auxiliary platform for steam turbine workshop steel roof truss in nuclear power plant |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113503053A (en) * | 2021-08-30 | 2021-10-15 | 中冶建工集团重庆钢结构有限公司 | Method for tensioning safety rope on steel beam |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200918 |
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| RJ01 | Rejection of invention patent application after publication |