CN214302864U - Well operation combination steel platform - Google Patents
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- CN214302864U CN214302864U CN202022617258.XU CN202022617258U CN214302864U CN 214302864 U CN214302864 U CN 214302864U CN 202022617258 U CN202022617258 U CN 202022617258U CN 214302864 U CN214302864 U CN 214302864U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 79
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- 239000002131 composite material Substances 0.000 claims description 8
- 238000010276 construction Methods 0.000 abstract description 44
- 229910000746 Structural steel Inorganic materials 0.000 description 5
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Abstract
The utility model discloses a well operation combination steel platform, it includes: the angle steel, the first panel, the main beam, the secondary beam, the upright rod, the main diagonal brace, the secondary diagonal brace, the parallel supporting beam and the telescopic rod; the secondary beams are arranged on the main beam at intervals and form a # -shaped structure; the angle steel is connected with two ends of the secondary beam and two ends of the main beam to form a frame structure; the upright rods are oppositely arranged at the bottoms of the main beams, one ends of the upright rods are connected with the main beams, and the other ends of the upright rods are connected with the parallel supporting beams; the parallel supporting beams are arranged at the bottoms of the vertical rods and are parallel to the main beam; one end of the main diagonal brace is connected with the main beam, and the other end of the main diagonal brace is connected with the upright stanchion; one end of the secondary diagonal brace is connected with the upright stanchion and the main beam, and the other end of the secondary diagonal brace is connected with the main diagonal brace; the first panel is arranged on the frame structure; the telescopic rods are respectively arranged on the main beam, the secondary beam and the parallel supporting beam in a penetrating way. The utility model discloses can reduce the construction degree of difficulty and construction cost.
Description
Technical Field
The utility model belongs to the technical field of the construction technology and specifically relates to a well operation combination steel platform.
Background
At present, in the construction of high-rise buildings, when the construction of reinforcement binding of a structural shaft, formwork construction, concrete pouring, masonry, plastering and the like is carried out, a safe construction platform is usually erected by adopting a scaffold for construction. However, the steel pipe scaffold needs to be set up again every time the upper layer is constructed. For high-rise buildings, due to the fact that superelevation cannot be sequentially erected from bottom to top, I-shaped steel is needed to be adopted as a conversion foundation to be erected again in floors, the arrangement of the I-shaped steel is affected by a well shear wall, and the distance between vertical steel bars of the shear wall is too large or disconnected due to the fact that a reserved hole is too large, and construction difficulty is large. In addition, after the structure construction is completed, the frame body needs to be dismantled, so that the consumed materials are more, the labor cost is increased, the cost in the aspect of safety protection is more, and the construction cost is higher.
Accordingly, the prior art is yet to be improved and developed.
SUMMERY OF THE UTILITY MODEL
In view of the not enough of above-mentioned prior art, the utility model aims to provide a well operation combination steel platform to there is the great, the higher problem of construction cost of the construction degree of difficulty in the solution adopts the scaffold frame to set up safe construction platform and is under construction.
The technical scheme of the utility model as follows:
a hoistway operating composite steel platform, comprising: the angle steel, the first panel, a plurality of main beams, a plurality of secondary beams, a plurality of upright rods, a plurality of main diagonal braces, a plurality of secondary diagonal braces, a parallel supporting beam and a telescopic rod; wherein,
the secondary beams are arranged on the main beam at intervals and form a # -shaped structure;
the angle steel is connected with two ends of the secondary beam and two ends of the main beam to form a frame structure;
the upright rods are oppositely arranged at the bottoms of the main beams, one ends of the upright rods are connected with the main beams, and the other ends of the upright rods are connected with the parallel supporting beams; the parallel support beams are arranged at the bottoms of the vertical rods and are parallel to the main beams;
one end of the main diagonal brace is connected with the main beam, and the other end of the main diagonal brace is connected with the upright stanchion;
one end of the secondary diagonal brace is connected with the upright stanchion and the main beam, and the other end of the secondary diagonal brace is connected with the main diagonal brace;
the first panel is disposed on the frame structure;
the telescopic rod is respectively arranged in the main beam, the secondary beam and the parallel supporting beam in a penetrating way.
The utility model discloses further set up, well operation combination steel platform still includes:
hinge and second panel, the hinge interval sets up on the angle steel, the second panel sets up on the hinge.
The utility model discloses further set up, well operation combination steel platform still includes:
and the limiting member is arranged at the bottom of the parallel supporting beam.
The utility model discloses further set up, well operation combination steel platform still includes: and the parallel pair of supporting rods are connected with the two parallel supporting beams which are oppositely arranged.
The utility model discloses further set up, well operation combination steel platform still includes: and the lifting rings are arranged on the main beam at intervals.
The utility model discloses set up further, all interval sets up a plurality of first through-holes on main beam, secondary beam and the parallel support beam, the telescopic link corresponds the position of first through-hole and is provided with the second through-hole; the second through holes are threaded holes, and the main beam, the secondary beam and the parallel supporting beams are connected with the telescopic rods through bolts.
The utility model discloses further set up, interval between the first through-hole is 80-120 mm.
The utility model discloses set up further, the one end of inferior diagonal brace is connected the intermediate position of main diagonal brace, the other end is connected the pole setting with the hookup location of girder.
The utility model discloses further set up, the angle steel is squarely.
The utility model discloses further set up, be provided with anti-skidding line on the first panel.
The utility model discloses further set up, first panel with the girder secondary beam welding.
The utility model provides a well operation combination steel platform, well operation combination steel platform includes: the angle steel, the first panel, a plurality of main beams, a plurality of secondary beams, a plurality of upright rods, a plurality of main diagonal braces, a plurality of secondary diagonal braces, a parallel supporting beam and a telescopic rod; the secondary beams are arranged on the main beam at intervals and form a # -shaped structure; the angle steel is connected with two ends of the secondary beam and two ends of the main beam to form a frame structure; the upright rods are oppositely arranged at the bottoms of the main beams, one ends of the upright rods are connected with the main beams, and the other ends of the upright rods are connected with the parallel supporting beams; the parallel support beams are arranged at the bottoms of the vertical rods and are parallel to the main beams; one end of the main diagonal brace 6 is connected with the main beam, and the other end of the main diagonal brace is connected with the upright stanchion; one end of the secondary diagonal brace is connected with the upright stanchion and the main beam, and the other end of the secondary diagonal brace is connected with the main diagonal brace; the first panel is disposed on the frame structure; the telescopic rod is respectively arranged in the main beam, the secondary beam and the parallel supporting beam in a penetrating way. The utility model provides a well operation combination steel platform can be suitable for not unidimensional well construction, and can use repeatedly after finishing being under construction, therefore not only can reduce the construction degree of difficulty, can also reduce construction cost.
Drawings
In order to clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the structures shown in the drawings without creative efforts.
Fig. 1 is the structure schematic diagram of the well operation combination steel platform of the utility model.
Fig. 2 is a view from direction a in fig. 1.
Fig. 3 is a view from direction B in fig. 1.
The various symbols in the drawings: 1. angle steel; 2. a first panel; 3. a main beam; 4. a secondary beam; 5. erecting a rod; 6. a main diagonal strut; 7. a secondary diagonal brace; 8. parallel support beams; 9. a telescopic rod; 10. a hinge; 11. a second panel; 12. a stop member; 13. parallel pairs of struts; 14. a hoisting ring; 15. a first via.
Detailed Description
The inventor researches and discovers that the steel pipe scaffold needs to be erected again during upper-layer construction each time, for high-rise buildings, due to the fact that the steel pipe scaffold cannot be erected sequentially from bottom to top, I-shaped steel is needed to be adopted in floors as a conversion foundation to be erected again, a well operation platform erected by the steel pipes is high in erection height, vertical rods are not perpendicular to each other easily, a drawknot and a jacking support are not in place, a frame body is unstable, and collapse and falling accidents easily occur. Although some of the existing schemes adopt an integrated steel platform, the steel platform is difficult to integrally hoist and fixed in size and is influenced by the size of a hoistway, so that the installation is difficult and the like. In addition, after the structure construction is completed, the frame body needs to be dismantled, so that the consumed materials are more, the labor cost is increased, the cost in the aspect of safety protection is more, and the construction cost is higher.
In order to solve the problem, the utility model provides a well operation combination steel platform has reduced the inconvenience that well steel pipe scaffold and I-steel brought for the construction, has improved work efficiency and has reduced construction cost. Is especially suitable for the construction in the elevator shaft of high-rise buildings.
In order to make the objects, technical solutions and effects of the present invention clearer and clearer, the present invention will be described in further detail with reference to the accompanying drawings and examples. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.
In the embodiments and claims, the terms "a" and "an" can mean "one or more" unless the article is specifically limited.
In addition, if there is a description relating to "first", "second", etc. in the embodiments of the present invention, the description of "first", "second", etc. is for descriptive purposes only and is not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In addition, the technical solutions in the embodiments may be combined with each other, but it must be based on the realization of those skilled in the art, and when the technical solutions are contradictory or cannot be realized, the combination of the technical solutions should not be considered to exist, and is not within the protection scope of the present invention.
Referring to fig. 1 to 3, the present invention provides a preferred embodiment of a well-operated steel platform assembly.
As shown in fig. 1 to 3, the utility model provides a well operation combination steel platform, well operation combination steel platform includes: the angle steel comprises angle steel 1, a first panel 2, a plurality of main beams 3, a plurality of secondary beams 4, a plurality of upright rods 5, a plurality of main diagonal braces 6, a plurality of secondary diagonal braces 7, parallel supporting beams 8 and telescopic rods 9; the secondary beams 4 are arranged on the main beam 3 at intervals and form a # -shaped structure; the angle steel 1 is connected with two ends of the secondary beam 4 and two ends of the main beam 3 to form a frame structure; the upright rods 5 are oppositely arranged at the bottom of the main beam 3, one end of each upright rod 5 is connected with the main beam 3, and the other end of each upright rod 5 is connected with the parallel supporting beam 8; wherein, the parallel support beam 8 is arranged at the bottom of the upright rod 5 and is arranged in parallel with the main beam 3; one end of the main diagonal brace 6 is connected with the main beam 3, and the other end of the main diagonal brace is connected with the upright stanchion 5; one end of the secondary diagonal brace 7 is connected with the upright stanchion 5 and the main beam 3, and the other end is connected with the main diagonal brace 6; the limiting member 12 is arranged at the bottom of the parallel supporting beam 8; the first panel 2 is arranged on the frame structure; the telescopic rods 9 are respectively arranged on the main beam 3, the secondary beam 4 and the parallel supporting beams 8 in a penetrating mode.
Specifically, girder 3 is perpendicular to well portal opening arranges, secondary beam 4 is perpendicular to girder 3 sets up to weld respectively in order to form well style of calligraphy structure on girder 3, wherein the up end of girder 3 with the up end of secondary beam 4 is located the coplanar, angle steel 1 with girder 3 the terminal welding of secondary beam 4 is in order to form frame construction, the welding of first panel 2 is in on the frame construction for provide the operation face for constructor. In one embodiment, the number of the main beams 3 may be two, and the number of the sub beams 4 may be three. In one implementation manner, two main diagonal braces 6 are provided, two secondary diagonal braces 7 are provided, two vertical braces 5 are provided, the vertical braces 5 are respectively welded to the main beam 3 and the parallel supporting beams 8, the main diagonal braces 6 are respectively welded to the main beam 3 and the vertical braces 5, and the secondary diagonal braces 7 are respectively welded to the main beam 3, the vertical braces 5 and the main diagonal braces 6. The number of the parallel support beams 8 is two, and the parallel support beams are respectively welded to the vertical rods 5, and the parallel support beams 8 can use the beam structure of the floor at the lower part of the platform as support points, and support the platform through the vertical rods 5, the limiting members 12, the main diagonal brace 6 and the secondary diagonal brace 7.
In addition, the size of the telescopic rod 9 is smaller than the size of the main beam 3, the secondary beam 4 and the parallel supporting beam 8, and the telescopic rod 9 is sleeved in the main beam 3, the secondary beam 4 and the parallel supporting beam 8 respectively, so that the telescopic rod 9 can be suitable for construction of wells with different sizes by adjusting the lengths of the telescopic rod 9 extending out of the main beam 3, the secondary beam 4 and the parallel supporting beam 8. In one implementation, the primary beams 3 may be 150mm x 7mm, the secondary beams 4 may be 50mm x 6mm, the primary diagonal struts 6 may be 50mm x 6mm, the secondary diagonal struts 7 may be 50mm x 6mm, and the upright posts 5 may be 50mm x 6 mm. In some embodiments, the main beams 3, the secondary beams 4, and the parallel support beams 8 may all be square steel.
The utility model discloses utilize first panel 2 (integral panel platform) platform to provide the operating surface as the well construction to set up bracing member (main diagonal brace 6 and inferior diagonal brace 7) and pole setting 5 in the lower part and be connected, utilize platform lower part floor beam structure as the strong point, for whole platform provides the support. In addition, the telescopic rod 9 is adopted at the tail end of the platform, the platform is suitable for shaft construction of different sizes, inconvenience of shaft steel pipe scaffolds and I-shaped steel construction is reduced, construction speed can be increased, engineering quality is improved, and therefore working efficiency is improved. After the construction is finished, the tower crane is lifted to the upper layer to continue the construction, and the repeated use can be realized, so that the construction difficulty and the strength can be reduced, and the construction cost can be reduced.
It should be noted that the connection points of the first panel 2 and the main beam 3 and the secondary beam 4 are welded in a full contact fusion welding manner, so as to ensure the installation stability of the first panel 2. In addition, main beam 3 with between the secondary beam 4, pole setting 5 with between the main beam 3 parallel support beam 8 with adopt welded connected mode can guarantee the stability of whole well operation combination steel platform between the pole setting 5, of course, main beam 3 with between the secondary beam 4 pole setting 5 with between the main beam 3 parallel support beam 8 with can also adopt other fixed mode between the pole setting 5, for example, adopt bolted connection's mode.
In a further embodiment of an embodiment, with continuing reference to fig. 1-3, the hoistway operation assembly steel platform further includes: and the limiting member 12 is arranged at the bottom of the parallel support beam 8, and the limiting member 12 is arranged at the bottom of the parallel support beam.
Specifically, the limiting member 12 is welded to the bottom of the parallel support beam 8, and when the whole hoistway operation combination platform is fixed to the beam structure of the floor below the platform, the limiting member 12 and the parallel support beam 8 are both fixed to the beam structure of the floor below the platform, so that the limiting member 12 can support the parallel support beam 8, and can play a role in fixing the whole platform, so that the hoistway operation combination platform cannot move laterally on the floor structure, and in addition, the distance between the parallel support beam 8 and the hoistway entrance can be shortened, that is, the distance between the hoistway operation combination platform and the hoistway entrance can be limited.
Referring to fig. 1 and 2, in a further implementation manner of an embodiment, the angle iron 1 is square, specifically, the angle iron 1 is a four-sided frame angle iron 1, and the size of the angle iron 1 may be 40 × 3mm, and the angle iron 1 is welded to the ends of the main beam 3 and the secondary beam 4 to form a frame.
Referring to fig. 1, in a further implementation of an embodiment, the hoistway operation composite steel platform further includes: the angle steel comprises hinges 10 and a second panel 11, wherein the hinges 10 are arranged on the angle steel 1 at intervals, and the second panel 11 is arranged on the hinges 10.
Specifically, hinge 10 is fixed angle steel 1 is all around, second panel 11 with hinge 10 is together fixed, so that second panel 11 can overturn from top to bottom, works as when second panel 11 is in the state of overturning downwards, carries out all-round airtight to well operation combination platform to reduce debris and drop from the gap, thereby realizes guaranteeing the upper portion construction layer normal work simultaneously, can guarantee the safety of lower part well construction.
In a further embodiment of an embodiment, with continuing reference to fig. 1-3, the hoistway operation assembly steel platform further includes: and the parallel pair of supporting rods 13 are connected with the two parallel supporting beams 8 which are oppositely arranged through the parallel pair of supporting rods 13.
Specifically, two ends of the parallel support beam 8 are respectively connected with the parallel support beams 8 on two sides of the bottom of the platform, so as to further enhance the stability of the hoistway operation combined platform.
With continued reference to fig. 1 to 3, in a further embodiment of an embodiment, one end of the secondary diagonal brace 7 is connected to the middle position of the main diagonal brace 6, and the other end is connected to the connecting position of the upright 5 and the main beam 3, so as to stably support the hoistway operation combination platform.
With reference to fig. 1 to 3, in a further implementation manner of an embodiment, a plurality of first through holes 15 are disposed at intervals on the main beam 3, the secondary beam 4 and the parallel support beam 8, and a second through hole (not shown) is disposed at a position of the telescopic rod 9 corresponding to the first through hole 15; the second through holes are threaded holes, and the main beam 3, the secondary beam 4 and the parallel support beam 8 are connected with the telescopic rod 9 through bolts.
Specifically, when the distance of well operation combination platform and well road junction is adjusted to needs, can be through the adjustment telescopic link 9 stretches out girder 3 secondary beam 4 with distance on the parallel support beam 8 when adjusting suitable distance, adopts the bolt to penetrate first through-hole 15 and second through-hole in proper order, with will telescopic link 9 with girder 3 secondary beam 4 with parallel support beam 8 is gone up to fix together, and installation, dismantlement are all more convenient for the construction is more convenient, can be better construct in the high-rise building well. In one implementation, the distance between the first through holes 15 is 80-120mm, wherein the distance between the first through holes 15 refers to the distance along the length direction of the main beam 3, the secondary beam 4 and the parallel support beam 8, for example, the distance between the first through holes 15 may be 100 mm.
Continuing to refer to fig. 1, in a further implementation of an embodiment, the hoistway operation assembly steel platform further includes: a plurality of rings 14, the rings 14 are arranged on the main beam 3 at intervals.
Specifically, two lifting rings 14 are arranged on the main beam 3, and the lifting rings 14 are welded with the main beam 3 on the platform by adopting phi 20 (i-grade steel without cold drawing). After the construction of the panel structure of the operation layer is completed, the elevator shaft platform is integrally and upwards lifted by a tower crane. Firstly, before lifting the elevator shaft, all barriers (such as a template, a tie, a safety net, a safety card and the like) are removed, and a tower crane hook is hung at the four-corner joints of the platform by using an apprehension rope and a clamping ring, so that the frame is stable after lifting. After the tower crane makes the steel wire rope tense and adjusts the direction, the telescopic rod 9 of the wellhead is contracted to lift the platform to the upper layer, and the tower crane hook can be detached after the transverse fixed square steel is installed.
It should be noted that, in some embodiments, the utility model discloses not only can use tower crane handling well operation combination steel platform, can also adopt electronic lifting method to make the steel platform promote in the elevator well by oneself.
In a further embodiment of an embodiment, the first panel 2 is provided with anti-slip lines (not shown). Because of first panel 2 is constructor's operation face, through set up anti-skidding line on the first panel 2 to prevent constructor slide, for example, first panel 2 can be the decorative pattern steel sheet.
To sum up, the utility model provides a well operation combination steel platform, well operation combination steel platform includes: the angle steel, the first panel, a plurality of main beams, a plurality of secondary beams, a plurality of upright rods, a plurality of main diagonal braces, a plurality of secondary diagonal braces, a parallel supporting beam and a telescopic rod; the secondary beams are arranged on the main beam at intervals and form a # -shaped structure; the angle steel is connected with two ends of the secondary beam and two ends of the main beam to form a frame structure; the upright rods are oppositely arranged at the bottoms of the main beams, one ends of the upright rods are connected with the main beams, and the other ends of the upright rods are connected with the parallel supporting beams; the parallel support beams are arranged at the bottoms of the vertical rods and are parallel to the main beams; one end of the main diagonal brace 6 is connected with the main beam, and the other end of the main diagonal brace is connected with the upright stanchion; one end of the secondary diagonal brace is connected with the upright stanchion and the main beam, and the other end of the secondary diagonal brace is connected with the main diagonal brace; the first panel is disposed on the frame structure; the telescopic rod is respectively arranged in the main beam, the secondary beam and the parallel supporting beam in a penetrating way. The utility model provides a well operation combination steel platform can be suitable for not unidimensional well construction, and can use repeatedly after finishing being under construction, therefore not only can reduce the construction degree of difficulty, can also reduce construction cost.
It is to be understood that the invention is not limited to the above-described embodiments, and that modifications and variations may be made by those skilled in the art in light of the above teachings, and all such modifications and variations are intended to be included within the scope of the invention as defined in the appended claims.
Claims (10)
1. A hoistway operation combination steel platform characterized by comprising: the angle steel, the first panel, a plurality of main beams, a plurality of secondary beams, a plurality of upright rods, a plurality of main diagonal braces, a plurality of secondary diagonal braces, a parallel supporting beam and a telescopic rod; wherein,
the secondary beams are arranged on the main beam at intervals and form a # -shaped structure;
the angle steel is connected with two ends of the secondary beam and two ends of the main beam to form a frame structure;
the upright rods are oppositely arranged at the bottoms of the main beams, one ends of the upright rods are connected with the main beams, and the other ends of the upright rods are connected with the parallel supporting beams; the parallel support beams are arranged at the bottoms of the vertical rods and are parallel to the main beams;
one end of the main diagonal brace is connected with the main beam, and the other end of the main diagonal brace is connected with the upright stanchion;
one end of the secondary diagonal brace is connected with the upright stanchion and the main beam, and the other end of the secondary diagonal brace is connected with the main diagonal brace;
the first panel is disposed on the frame structure;
the telescopic rod is respectively arranged in the main beam, the secondary beam and the parallel supporting beam in a penetrating way.
2. The hoistway operation composite steel platform of claim 1, further comprising:
hinge and second panel, the hinge interval sets up on the angle steel, the second panel sets up on the hinge.
3. The hoistway operation composite steel platform of claim 1, further comprising: and the limiting member is arranged at the bottom of the parallel supporting beam.
4. The hoistway operation composite steel platform of claim 1, further comprising: and the parallel pair of supporting rods are connected with the two parallel supporting beams which are oppositely arranged.
5. The hoistway operation composite steel platform of claim 1, further comprising: and the lifting rings are arranged on the main beam at intervals.
6. The hoistway operation combination steel platform of claim 1, wherein a plurality of first through holes are arranged on the main beam, the secondary beam and the parallel support beams at intervals, and a second through hole is arranged at a position of the telescopic rod corresponding to the first through holes; the second through holes are threaded holes, and the main beam, the secondary beam and the parallel supporting beams are connected with the telescopic rods through bolts.
7. The hoistway operation composite steel platform of claim 6, wherein the spacing between the first through holes is 80-120 mm.
8. The hoistway operation composite steel platform of claim 1, wherein one end of the secondary diagonal brace is connected to a middle position of the main diagonal brace, and the other end is connected to a connecting position of the vertical rod and the main beam.
9. The hoistway operation sectional steel platform of claim 1, wherein the angle steel is square.
10. The hoistway operation combination steel platform of claim 1, wherein the first panel is provided with anti-skid lines; the first panel is welded with the main beam and the secondary beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022617258.XU CN214302864U (en) | 2020-11-12 | 2020-11-12 | Well operation combination steel platform |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022617258.XU CN214302864U (en) | 2020-11-12 | 2020-11-12 | Well operation combination steel platform |
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| Publication Number | Publication Date |
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| CN214302864U true CN214302864U (en) | 2021-09-28 |
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| CN202022617258.XU Active CN214302864U (en) | 2020-11-12 | 2020-11-12 | Well operation combination steel platform |
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