CN205046572U - Bulky concrete removes over -and -under type construction platform - Google Patents
Bulky concrete removes over -and -under type construction platform Download PDFInfo
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- CN205046572U CN205046572U CN201520700544.9U CN201520700544U CN205046572U CN 205046572 U CN205046572 U CN 205046572U CN 201520700544 U CN201520700544 U CN 201520700544U CN 205046572 U CN205046572 U CN 205046572U
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Abstract
The utility model provides a bulky concrete removes over -and -under type construction platform, mainly solve when large tracts of land concrete foundation pours among the prior art constructor because of stand the inconvenient joint bar that leads to inaccurate, destroy and receive the plain noodles, reveal the muscle and operate uneasy congruent problem, it includes crossbeam, the side's of hanging pipe, construction operation platform, removal gyro wheel and guide rail, the roof beam body group can be dismantled by the multisection to its middle cross beam, the first link weak point of roof beam body upside in downside second link, the crossbeam both ends are equipped with the tip and support, and the tip supports the lower extreme and is equipped with the removal gyro wheel, move the gyro wheel along setting up the pathway movement on the track basic platform, but the construction operation platform comprise the multisection teardown stand, and the side's of hanging pipe can be dismantled with the crossbeam and be connected, and the relative crossbeam adjusting position of the side's of hanging pipe ability in vertical orientation, and manage the lower extreme and connects construction operation platform the side of hanging. To harms such as concreted structure, built -in fittings when it can effectively reduce the construction to guarantee constructor safety.
Description
Technical field
The utility model relates to construction implement technical field, specifically a kind of concrete in mass movable up-down operation platform.
Background technology
There is the volume of concrete foundation such as GIS device basis in current transformer station more, this type of volume of concrete foundation span is larger, thickness is thicker, and surperficial built-in fitting is numerous, following problem is there is: 1, volume of concrete foundation thickness comparatively large (thickness is generally more than 1m) in Specific construction process, mostly be placement layer by layer, placement layer by layer need arrange more joint bar at concrete surface before concrete final set, but constructor is without place of standing when arranging joint bar, cause joint bar reserved location, spacing, absolute altitude etc. inaccurate, very big have impact on joint bar quality; 2, during concreting, because boundary of works area is wide, construction span is large, and in concrete construction, constructor is without the foot point that falls, if step down in surperficial reinforcing bar, will destroy reinforcing bar finished product structure, and if constructor stands on rebar surface, constructor cannot ensure safely; 3, when light received by concrete, if constructor stands on built concrete surface, thickness of protection tier, concrete surface absolute altitude and concrete impression quality cannot be ensured; 4, surface of base built-in fitting is more, and built-in fitting absolute altitude and location dimension require high, and built-in fitting is hided and fixedly to be completed before concreting, if touch built-in fitting in concrete construction, will cause built-in fitting absolute altitude and locate great deviation.Therefore, the raising construction quality that how to solve the problem is the direction that those skilled in the art need to study.
Utility model content
For above-mentioned problems of the prior art, the purpose of this utility model is to provide a kind of concrete in mass movable up-down operation platform, constructor stands on operating platform that is removable and that be elevated and operates, to the infringement such as concrete surface, built-in fitting when effectively can reduce construction, and ensure constructor's safety.
The technical scheme in the invention for solving the technical problem is: a kind of concrete in mass movable up-down operation platform, is characterized in that, comprises crossbeam, hangs square tube, construction operation platform, shifting roller and guide rail;
Described crossbeam is by the rectangle trussed construction of more piece portable beam body high strength exploitation, and two the first links on the upside of described beam body are shorter than two the second links of downside; Described crossbeam two ends are respectively equipped with vertical end and support, support lower end, described end is provided with described shifting roller, described shifting roller is provided with ring-shaped groove, described end supports and be provided with diagonal brace between described crossbeam, and the described guide rail adapted with ring-shaped groove on described shifting roller is arranged on track foundation platform;
Described construction operation platform is by the corridor type rectangular frame structure of the detachable stand high strength exploitation of more piece, described suspension square tube and described crossbeam are for removably connecting, and described suspension square tube in the vertical direction can relatively described crossbeam adjusting position, described suspension square tube lower end and described construction operation platform are for removably connecting.
Further, the inner bilateral symmetry of described beam body is provided with the location fixed cover inserted for described suspension square tube, described location fixed cover is provided with the connecting hole run through, multiple first through hole is provided with above described suspension square tube, connect bearing pin through the first through hole described in one of them and described connecting hole, described suspension square tube and described location fixed cover to be connected and fixed, described connecting pin axle external part is threaded column, and this threaded column is provided with clamp nut;
Described suspension square tube lower end is provided with the second through hole, connect with the drill rod that connects through described second through hole between every two symmetrical described suspension square tubes, described connection drill rod external part is screw thread silk head, described screw thread silk head is provided with clamp nut, and described construction operation platform is taken and is placed on described connection drill rod.
Further, both sides, described construction operation platform bottom are provided with the third through-hole run through, and described connection drill rod is through described suspension square tube and described construction operation platform being connected and fixed through described second through hole and described third through-hole.
Further, described shifting roller is driven by drive motors, and described drive motors is by remote control point operation control.
The beneficial effects of the utility model are: in the utility model, operating platform is dismountable structure, simple structure, solid and reliable, be adapted at job site quickly dismantled and transport, be arranged on after operating platform splicing in the suspension square tube be connected with crossbeam, just will can hang by regulating the height that square tube changes operating platform in advance according to each construction, and the wheel that go side portion coordinates with guide rail below supporting drives whole device to move.When concreting and receipts light, constructor stand on the enterprising line operate of operating platform like this, constructor freely can walk about capable the carrying out of operating platform, coordinate the movement of whole operating platform can carry out the constructing operation of Multi-angle omnibearing, thus the destruction to parts such as reinforcing bar, built-in fitting, earth terminals when effectively reducing the constructions such as GIS foundation concrete, effectively stop the generation of the quality problems such as concrete comb pitted skin and leakage muscle, abundant guarantee is constructed into quality, guarantees that construction meets code requirement; Also effectively ensure the safety of constructor during concreting simultaneously, be applicable to the board-like volume of concrete foundation construction of raft of various width and thickness, there is high versatility.
Accompanying drawing explanation
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, be briefly described to the accompanying drawing used required in embodiment or description of the prior art below, apparently, accompanying drawing in the following describes is part preferred embodiment of the present utility model, for those of ordinary skill in the art, under the prerequisite not paying creative work, other accompanying drawing can also be obtained according to these accompanying drawings.
Fig. 1 of the present utility modelly faces direction structure schematic diagram;
Fig. 2 is the syndeton schematic diagram hanging square tube and crossbeam and construction operation platform in the utility model;
Fig. 3 is the syndeton schematic diagram hanging square tube and crossbeam in the utility model;
Fig. 4 is the structural representation hanging square tube and the first connected mode of construction operation platform in the utility model;
Fig. 5 is the structural representation hanging square tube and construction operation platform the second connected mode in the utility model;
In figure: 1 crossbeam, 11 first links, 12 second links, 13 location fixed covers, 131 connecting holes, 2 hang square tube, 21 first through holes, 22 second through holes, 23 connect bearing pin, and 24 connect drill rod, 3 construction operation platforms, 31 third through-holes, 32 fourth holes, 4 ends support, 41 shifting rollers, 411 drive motors, 5 diagonal braces, 6 track foundation platforms, 61 guide rails, 7 construction base concrete platforms.
Detailed description of the invention
As shown in Figures 1 to 5, a kind of concrete in mass movable up-down operation platform, is characterized in that, comprises crossbeam 1, hangs square tube 2, construction operation platform 3, shifting roller 41 and guide rail 61.
Described crossbeam 1 is by the rectangle trussed construction of more piece portable beam body high strength exploitation, two the first links 11 on the upside of described beam body are shorter than two the second links 12 of downside, because crossbeam 1 is mainly subject to the pulling force of below construction operation platform 3, first link 11 and the second link 12 be not on same vertical plane, thus their stress surface is staggered, effectively can increase the overturning stability of junction and whole crossbeam 1.
As shown in Figure 1, described crossbeam 1 two ends are respectively equipped with vertical end and support 4, described end supports 4 lower ends and is provided with described shifting roller 41, described shifting roller 41 is provided with ring-shaped groove, described end supports between 4 and described crossbeam 1 and is provided with diagonal brace 5, and the described guide rail 61 adapted with ring-shaped groove on described shifting roller 41 is arranged on track foundation platform 6; In Specific construction process, constructor can manually promote the motion of whole device according to action need, conversion construction location.
Certainly, for reducing manipulation strength when workman promotes, in specific embodiment, described shifting roller 41 is driven by drive motors 411, described in this, drive motors 411 is by remote control point operation control, and this kind of set-up mode is comparatively general, such as comparatively general in travelling facility in concrete use, those skilled in the art can easily realize, and are not described in detail at this.
As shown in Figure 1 to Figure 2, described construction operation platform 3 is by the corridor type rectangular frame structure of the detachable stand high strength exploitation of more piece, described suspension square tube 2 and described crossbeam 1 are for removably connecting, and described suspension square tube 2 in the vertical direction can relatively described crossbeam 1 adjusting position, described suspension square tube 2 lower end and described construction operation platform 3 are for removably connecting.
In specific embodiment, as shown in Figure 3, the inner bilateral symmetry of described beam body is provided with the location fixed cover 13 inserted for described suspension square tube 2, described location fixed cover 13 is provided with the connecting hole 131 run through, be provided with multiple first through hole 21 above described suspension square tube 2 and (need to come the pitch-row between this first through hole 21 predefined according to the construction of reality in a particular application, or the many suspension square tubes 2 with different pitch-row can be beforehand with, need to select them according to the construction of reality), connect bearing pin 23 through the first through hole 21 described in one of them and described connecting hole 131, described suspension square tube 2 to be connected and fixed with described location fixed cover 13, described connection bearing pin 23 external part is threaded column, this threaded column is provided with clamp nut.
So in actual use can in advance according to construction needs, select corresponding first through hole 21, regulate the position hanging square tube 2, then the position of whole construction operation platform 3 relative to construction base concrete platform 7 can be controlled, thus obtain best construction height, not only ensure the safety of constructor but also imitate the destruction of reducing to parts such as reinforcing bar, built-in fitting, earth terminals when GIS foundation concrete etc. is constructed, effectively stop the generation of the quality problems such as concrete comb pitted skin and leakage muscle, abundant guarantee is constructed into quality, guarantees that construction meets code requirement.
As shown in Figure 4, as hanging square tube 2 the first connected mode with construction operation platform 3, described suspension square tube 2 lower end is provided with the second through hole 22, connect with the drill rod 24 that connects through described second through hole 22 between every two symmetrical described suspension square tubes 2, described connection drill rod 24 external part is screw thread silk head, described screw thread silk head is provided with clamp nut, and described construction operation platform 3 is taken and is placed on described connection drill rod 24; Whole like this construction operation platform 3 relies on whole self gravitation to take to be placed on many described connection drill rods 24 and ensures its stability, freely can place the difficulty reduced to hole when adopting bolt when often saving stand and carrying out assembled simultaneously.
Certainly, for making construction operation platform 3 fully fixation, as shown in Figure 5, as hanging the second connected mode of square tube 2 with construction operation platform 3, both sides, described construction operation platform 3 bottom are provided with the third through-hole 31 run through, and described suspension square tube 2 is connected and fixed with described construction operation platform 3 through through described second through hole 22 and described third through-hole 31 by described connection drill rod 24; This kind of mode compares that the first is fixing comparatively firm, and be just need hole in installation splicing, operation easier is relatively larger.
What kind of truss mechanism crossbeam 1 in the utility model and construction operation platform 3 are specially; how namely inner connection be set and connect support; concrete restriction is not done at this; those skilled in the art can do multiple improvement; in the utility model; "left", "right" "front", "rear" etc. are all position relationship and the relative position adopted for convenience of description, therefore can not be interpreted as restriction to protection domain as absolute position.
Except the technical characteristic described in manual, be the known technology of those skilled in the art.
The above has made detailed description to preferred embodiment of the present utility model and embodiment by reference to the accompanying drawings; but the utility model is not limited to the above-described embodiment and examples; for those skilled in the art; without departing from the concept of the premise utility; can also make some improvement and modification, these improve and modification also should be considered as protection domain of the present utility model.
Claims (4)
1. a concrete in mass movable up-down operation platform, is characterized in that, comprises crossbeam (1), hangs square tube (2), construction operation platform (3), shifting roller (41) and guide rail (61);
Described crossbeam (1) is by the rectangle trussed construction of more piece portable beam body high strength exploitation, and two the first links (11) on the upside of described beam body are shorter than two the second links (12) of downside; Described crossbeam (1) two ends are respectively equipped with vertical end and support (4), described end supports (4) lower end and is provided with described shifting roller (41), described shifting roller (41) is provided with ring-shaped groove, described end supports between (4) and described crossbeam (1) and is provided with diagonal brace (5), and the described guide rail (61) adapted with the upper ring-shaped groove of described shifting roller (41) is arranged on track foundation platform (6);
Described construction operation platform (3) is by the corridor type rectangular frame structure of the detachable stand high strength exploitation of more piece, described suspension square tube (2) and described crossbeam (1) are for removably connecting, and described suspension square tube (2) in the vertical direction can relatively described crossbeam (1) adjusting position, described suspension square tube (2) lower end and described construction operation platform (3) are for removably connecting.
2. a kind of concrete in mass movable up-down operation platform according to claim 1, it is characterized in that, the inner bilateral symmetry of described beam body is provided with the location fixed cover (13) inserted for described suspension square tube (2), described location fixed cover (13) is provided with the connecting hole (131) run through, described suspension square tube (2) top is provided with multiple first through hole (21), connect bearing pin (23) through the first through hole (21) described in one of them and described connecting hole (131), described suspension square tube (2) and described location fixed cover (13) to be connected and fixed, described connection bearing pin (23) external part is threaded column, this threaded column is provided with clamp nut,
Described suspension square tube (2) lower end is provided with the second through hole (22), connect with the drill rod (24) that connects through described second through hole (22) between every two symmetrical described suspension square tubes (2), described connection drill rod (24) external part is screw thread silk head, described screw thread silk head is provided with clamp nut, and described construction operation platform (3) is taken and is placed on described connection drill rod (24).
3. a kind of concrete in mass movable up-down operation platform according to claim 2, it is characterized in that, described construction operation platform (3) both sides, bottom are provided with the third through-hole (31) run through, and described suspension square tube (2) and described construction operation platform (3) are connected and fixed through through described second through hole (22) and described third through-hole (31) by described connection drill rod (24).
4. a kind of concrete in mass movable up-down operation platform according to claim 3, it is characterized in that, described shifting roller (41) is driven by drive motors (411), and described drive motors (411) is by remote control point operation control.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520700544.9U CN205046572U (en) | 2015-09-10 | 2015-09-10 | Bulky concrete removes over -and -under type construction platform |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201520700544.9U CN205046572U (en) | 2015-09-10 | 2015-09-10 | Bulky concrete removes over -and -under type construction platform |
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| CN205046572U true CN205046572U (en) | 2016-02-24 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064396A (en) * | 2015-09-10 | 2015-11-18 | 山东送变电工程公司 | Lift type construction platform for moving large-size concrete |
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2015
- 2015-09-10 CN CN201520700544.9U patent/CN205046572U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105064396A (en) * | 2015-09-10 | 2015-11-18 | 山东送变电工程公司 | Lift type construction platform for moving large-size concrete |
| CN105064396B (en) * | 2015-09-10 | 2016-11-30 | 山东送变电工程公司 | A kind of mass concrete movable up-down operation platform |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |