A suspended construction platform

Abstract

The application provides a suspension construction platform, and relates to the field of building construction, which comprises a plurality of steel beams with continuous bending arranged around a tower crown axis, wherein the continuous bending steel beams have a plurality of horizontal parts and vertical parts; the plurality of horizontal parts in the steel beams form a plurality of construction platforms corresponding to the number of horizontal parts after the plurality of steel beams are arranged around the tower crown; the plurality of vertical parts in the steel beams form a plurality of empty blocks after the plurality of steel beams are arranged around the tower crown, and the empty blocks are embedded with surrounding blocks for preventing falling. The suspension construction platform has small load on the tower crown, is convenient to construct, is low in cost, can be erected and removed by relying on a truck crane, has a short construction period, and can effectively promote the overall engineering progress.

Description

TECHNICAL FIELD

[0001] The present application relates to the field of building construction, in particular to a suspended construction platform. BACKGROUND

[0002] Regarding the outer facade construction of the tower crown part of Luogang Airport omnidirectional beacon, full-frame scaffolding and basket construction both belong to high-risk engineering exceeding a certain scale, among which, the scaffolding construction has higher requirements for foundation load bearing and core tube adhesion stability, and the construction and demolition construction period is long, and there are many safety factors such as frame connection; and the basket construction is greatly affected by the environment, which greatly affects the load of the tower crown, and similarly, the construction and demolition construction period is relatively long, and needs to be moved many times during construction and use, which has great safety hazards. Therefore, in combination with the above description, it is necessary to propose a suspended construction platform for this type of building. SUMMARY

[0003] The present application relates to the field of building construction, in particular to a suspended construction platform.

[0004] To solve the above technical problems, the following technical solutions are adopted:

[0005] A suspended construction platform comprises a plurality of steel beams with continuous bending arranged around the tower crown axis;

[0006] The continuous bending steel beam has a plurality of horizontal parts and vertical parts;

[0007] The plurality of horizontal parts in the steel beam forms a construction platform corresponding to the number of horizontal parts after the plurality of steel beams are arranged around the tower crown;

[0008] The plurality of vertical parts in the steel beam forms a plurality of empty stops after the plurality of steel beams are arranged around the tower crown, and the empty stops are embedded with a surrounding stop for preventing falling.

[0009] Preferably, the empty stop formed by the vertical part of the adjacent steel beam is embedded with a second surrounding stop.

[0010] Preferably, the empty stop formed by the vertical part of the adjacent steel beam is embedded with a first surrounding stop.

[0011] Preferably, the first surrounding stop comprises a base, a top seat located above the base, a plurality of hoses arranged in a straight line between the base and the top seat, and a curtain penetrating all the hoses and capable of being folded, wherein the curtain blocks the gap between adjacent hoses when it is unfolded, or the curtain forms a channel for the movement of materials in and out of the adjacent hoses above the stacked curtain when it is stacked.

[0012] Preferably, the top base is provided with a shaft rod in rotational cooperation with the top base, one end of all the hoses is penetrated into the top base from the bottom of the top base and wound around the outer periphery of the shaft rod, wherein the extended curtain wall is in clamping cooperation with the shaft rod to pressurize all the hoses wound by the shaft rod, or the curtain wall is out of clamping cooperation with the shaft rod to depressurize all the hoses wound by the shaft rod.

[0013] Preferably, the curtain wall comprises a plurality of first panels in rotational connection in sequence through all the hoses, wherein the lowermost first panel is in rotational cooperation with the base and the uppermost first panel is provided with a second panel in clamping cooperation with the shaft rod.

[0014] Preferably, the shaft rod is provided with a push plate extending outward from the top base and in clamping cooperation with the second panel.

[0015] Preferably, the horizontal part of the adjacent steel beam is linearly arrayed with a plurality of fourth rods for fixing the adjacent steel beam, and the horizontal part of the steel beam is further provided with a hoisting rod for hoisting the steel beam.

[0016] The present application has the following beneficial effects:

[0017] 1. The suspension construction platform has small tower crown load, convenient construction, low cost, can be relied on the truck crane for erection and removal, short construction period, and can effectively promote the overall project progress.

[0018] 2. The present application perfects the air block in the suspension construction platform, that is, under the premise of ensuring personnel safety, the gap between the hoses is combined to facilitate material conveying. BRIEF DESCRIPTION OF DRAWINGS

[0019] Figure 1 It is a structural schematic view of the suspension frame for the arrayed suspension construction platform;

[0020] Figure 2 It is a structural schematic view of the first enclosure in the full blocking state; Figure 1 It is a structural schematic view of the first enclosure in the half blocking state;

[0021] Figure 3 It is a partial sectional view of the first enclosure;

[0022] Figure 4 It is a structural schematic view of the suspension construction platform; Figure 3

[0023] Figure 5 Figure 3

[0024] Figure 6 It is a structural schematic view of the suspension construction platform;

[0025] ​​​1, first platform; 2, second platform; 3, third platform; 4, first enclosure; 41, base; 42, top seat; 43, hose; 44, first fan plate; 45, through slot; 46, push plate; 47, second fan plate; 48, top seat slot; 49, shaft; 5, boom; 6, lifting lug; 7, U-shaped connecting piece; 8, first rod; 9, second enclosure; 10, second rod; 11, third rod; 12, fourth rod. DETAILED DESCRIPTION

[0026] In order to make the technical means, creative features, purposes and effects of the present application easy to understand, the following will further describe the present application in combination with specific embodiments and drawings. However, the following embodiments are only preferred embodiments of the present application, not all. Based on the embodiments in the embodiments, other embodiments obtained by those skilled in the art without creative labor are within the protection scope of the present application.

[0027] The specific embodiments of the present application will be described below in combination with the drawings.

[0028] Embodiment 1

[0029] In this embodiment, a suspension construction platform is proposed, which comprises a plurality of steel beams with continuous bending arranged around the tower crown axis, specifically, the steel beam with continuous bending has a plurality of horizontal parts and vertical parts, wherein the horizontal part corresponds to the third rod 11 in Figure 1 and Figure 2 , and the vertical part corresponds to the first rod 8 in Figure 1 and Figure 2 , please continue to refer to Figure 1 and Figure 2 , a steel beam has three third rods 11, and two first rods 8 connecting the three third rods 11, so please refer to Figure 6 , when a plurality of steel beams are arranged around the tower crown, three construction platforms will be formed, namely Figure 1 the first platform 1, the second platform 2 and the third platform 3 shown in the figure.

[0030] Further, the first platform 1, the second platform 2 and the third platform 3 are distributed in steps, so that the first platform 1, the second platform 2 and the third platform 3 can adapt to the slope surface below the tower crown, facilitating construction.

[0031] In this embodiment, a plurality of structures for matching the suspension construction platform are arranged, specifically, please refer to Figure 1 and Figure 2, the first platform 1, the second platform 2 and the third platform 3, and the third bars 11 adjacent to each other in the first platform 1, the second platform 2 and the third platform 3 are arranged with fourth bars 12 for fixing and combining the third bars 11 adjacent to each other (each third bar 11 is provided with a plurality of U-shaped connectors 7, and the U-shaped connectors 7 are combined with the fourth bars 12 through bolts), in addition, in order to fix and combine the suspension construction platform with the tower crown, the third bars 11 in the first platform 1, the second platform 2 and the third platform 3 are provided with lifting lugs 6, and the lifting lugs 6 are combined with the lifting rods 5 fixed at the tower crown; finally, the second bars 10 are arranged at the included angles between the fourth bars 12 and the first bars 8, and the function of the second bars 10 is to further stabilize the fourth bars 12 and the first bars 8.

[0032] Further, the suspension construction platform is also provided with a falling prevention net which is not shown in the figure, and a plurality of bamboo boards, specifically, the falling prevention net is laid on the first platform 1, the second platform 2 and the third platform 3, and the plurality of bamboo boards are further laid on the first platform 1, the second platform 2 and the third platform 3 on the basis of the laid falling prevention net, for facilitating personnel to tread.

[0033] Further, the suspension construction platform is also provided with a falling prevention net which is not shown in the figure, and a plurality of bamboo boards, specifically, the falling prevention net is laid on the first platform 1, the second platform 2 and the third platform 3, and the plurality of bamboo boards are further laid on the first platform 1, the second platform 2 and the third platform 3 on the basis of the laid falling prevention net, for facilitating personnel to tread. Figure 1 The third platform 3 shown in the figure is fixed and combined with the root of the tower crown, specifically, the root of the tower crown is arranged with a plurality of connectors consistent with the number of steel beams, and the connectors are designed to be fixed and combined with the end of the fourth bar 12 in the third platform 3.

[0034] Embodiment 2

[0035] In this embodiment, a suspension construction platform is proposed, which comprises a plurality of steel beams with continuous bending arranged around the tower crown axis, specifically, the steel beams with continuous bending have a plurality of horizontal parts and vertical parts, wherein the horizontal parts correspond to the third bars 11 in Figure 1 and Figure 2 , and the vertical parts correspond to the first bars 8 in Figure 1 and Figure 2 , please refer to Figure 1 and Figure 2 , a steel beam has three third bars 11, and two first bars 8 are connected to the three third bars 11, please refer to Figure 6 , when a plurality of steel beams are arranged around the tower crown, three construction platforms will be formed, namely, Figure 1 the first platform 1, the second platform 2 and the third platform 3 shown in the figure.

[0036] Further, the first platform 1, the second platform 2 and the third platform 3 are distributed in steps, so that the first platform 1, the second platform 2 and the third platform 3 can adapt to the slope surface below the tower crown, facilitating construction.

[0037] In this embodiment, a plurality of structures for matching are arranged around the suspension construction platform, specifically, please refer toFigure 1 and Figure 2 , the first platform 1, the second platform 2 and the third platform 3 are arranged with a plurality of fourth rods 12 for fixing and combining the adjacent third rods 11 (each third rod 11 is provided with a plurality of U-shaped connectors 7, which combine the fourth rods 12 with bolts), in addition, in order to fix and combine the suspended construction platform with the tower crown, the third platform 3 is also provided with a lifting lug 6 at the third rod 11, and a lifting rod 5 combined with the lifting lug 6 and fixed at the tower crown; finally, a second rod 10 is also provided, which is located at the angle between the fourth rod 12 and the first rod 8, and its function is to further stabilize the fourth rod 12 and the first rod 8.

[0038] Further, the suspended construction platform is also provided with a falling prevention net which is not shown in the figure, and a plurality of bamboo boards, specifically, the falling prevention net is laid on the first platform 1, the second platform 2 and the third platform 3, and the plurality of bamboo boards are further laid on the first platform 1, the second platform 2 and the third platform 3 on the basis of the laid falling prevention net, facilitating personnel to tread.

[0039] Further, Figure 1 The third platform 3 is fixed and combined with the tower crown root, specifically, the tower crown root is arranged with a plurality of connectors consistent with the number of steel beams, which are designed to be fixed and combined with the end of the fourth rod 12 in the third platform 3.

[0040] This embodiment further improves the suspended construction platform on the basis of the content of the above-mentioned embodiment 1.

[0041] Specifically, please refer to Figure 2 , the adjacent first rods 8 have a gap, which has a high safety hazard in high-altitude work, therefore, the gap in the third platform 3 shown in Figure 1 is embedded with a second fence 9, of course, the gap in the second platform 2 can also be embedded with the second fence 9.

[0042] Further, the second fence 9 is a hard partition, which has the function of completely closing the gap and eliminating safety hazards.

[0043] Of course, in the embodiment, the fence is not limited to the second fence 9, but also includes the first fence 4 provided at the second platform 2 (there is no safe position between the first fence 4 and the second fence 9, that is, as long as the gap in the platform, the first fence 4 and the second fence 9 can be installed in the gap after adjusting their respective sizes).

[0044] As for the function of the first fence 4, or the purpose it is to achieve, the fence can not only prevent personnel from falling, but also has the function of material transportation, specifically, please refer toFigures 3-5 The first barrier 4 comprises a base 41 fixedly combined with two adjacent first rods 8, a top base 42 fixedly combined with two adjacent first rods 8 (the top base 42 has a height difference from the base 41, that is, a certain distance), a plurality of hoses 43 arranged in a straight line between the base 41 and the top base 42, and a curtain capable of being folded and penetrating through all the hoses 43. When the curtain is unfolded, the curtain can block the gaps between the adjacent hoses 43, and when the curtain is folded, the gaps between the adjacent hoses 43 above the curtain form a channel for the movement of materials.

[0045] Further, the curtain forms a barrier after being folded, which has the same function as the rail, that is, even if the gaps between the adjacent hoses 43 are in an open state, the barrier can still be combined with the folded curtain to prevent people from falling. The hoses 43 have a certain elasticity, so that materials larger than the gaps between the adjacent hoses 43 can still be transported through the gaps, that is, the channel. However, it should be noted that the relative distance between the adjacent two hoses 43 at the maximum deformation should not exceed the thickness of the shoulder of a person.

[0046] Embodiment 3

[0047] This embodiment further improves embodiment 2. In embodiment 2, the hoses 43 always have a certain deformation amount when the curtain is unfolded or folded. Therefore, when the curtain is unfolded and needs to be supported by the curtain, the elasticity of the hoses 43 makes it difficult to achieve the above requirement. Therefore, this embodiment improves this situation. For details, please refer to Figure 4 and Figure 5 The top base 42 is provided with a shaft 49 rotatably combined with the top base 42, and one end of each of the hoses 43 penetrates into the top base 42 from the bottom of the top base 42 and is wound around the outer periphery of the shaft 49. Therefore, after being unfolded, the curtain can be combined with the shaft 49 to pressurize the hoses 43 wound and pressed by the shaft 49, or the curtain can be separated from the shaft 49 to depressurize the hoses 43 wound and pressed by the shaft 49.

[0048] Further, before the curtain is combined with the shaft 49, the shaft 49 rotates and pulls the hoses 43, so that the hoses 43 enter the top base 42 and are wound and pressed by the shaft 49. Therefore, the shaft 49 is restrained by the weight of the curtain to maintain the state of the hoses 43 being pressed (after being pressed, the air filled in the hoses 43 is pressed, and the hoses 43 will be hard). Conversely, after the curtain is separated from the shaft 49, the weight of the curtain does not act on the shaft 49, so that the shaft 49 is pulled by the hoses 43 to rotate in the opposite direction, and the hoses 43 move out of the top base 42.

[0049] In the embodiment, the curtain wall comprises a plurality of first panels 44 connected in rotation and penetrating all the hoses 43, and a plurality of second panels 47 connected in rotation and penetrating all the hoses 43, wherein the lowermost first panel 44 is rotationally connected with the base 41, and the uppermost first panel 44 is provided with the second panel 47 which is connected with the shaft 49.

[0050] Further, the top base 42 is provided with a plurality of top base slots 48 for exposing the shaft 49, and the adapter rod is outwardly extended from the top base slot 48 and fixedly connected with the lever 46.

[0051] The second panel 47 is provided with an opening corresponding to the lever 46, which is used for pulling the curtain wall and inserting the lever 46 into the opening to connect the second panel 47 with the lever 46.

[0052] In the present application, unless otherwise specified and limited, the first feature is "on" or "under" the second feature, which can include that the first and second features are in direct contact, or the first and second features are not in direct contact but are in contact through another feature between them. Moreover, the first feature is "on", "above" and "on top of" the second feature, which includes that the first feature is directly above and obliquely above the second feature, or only means that the horizontal height of the first feature is higher than that of the second feature. The first feature is "under", "below" and "underneath" the second feature, which includes that the first feature is directly below and obliquely below the second feature, or only means that the horizontal height of the first feature is less than that of the second feature.

[0053] The basic principles, main features and advantages of the present application are shown and described above. It should be understood by those skilled in the art that the present application is not limited by the above embodiments, and the above embodiments and descriptions in the specification are only preferred examples of the present application and are not intended to limit the present application. Without departing from the spirit and scope of the present application, various changes and improvements can be made to the present application, and these changes and improvements all fall within the scope of the present application. The scope of protection of the present application is defined by the appended claims and their equivalents.

Claims

1. A suspended construction platform characterised in that: The steel beams with continuous bends are arranged around the tower crown axis array; The steel beams with continuous bends have multiple horizontal parts and vertical parts; The multiple horizontal parts in the steel beams form construction platforms corresponding to the number of horizontal parts after the multiple steel beams are arranged around the tower crown array; The multiple vertical parts in the steel beams form several empty blocks after the multiple steel beams are arranged around the tower crown array, and the empty blocks are embedded with the second enclosure for fall protection; The empty blocks formed by the vertical parts in the adjacent steel beams are embedded with the first enclosure; The empty blocks formed by the vertical parts in the adjacent steel beams are embedded with the first enclosure; The first enclosure comprises a base, a top seat above the base, and a linear array of several hoses between the base and the top seat, and a curtain wall that penetrates all the hoses and can be folded, wherein the curtain wall seals the gap between adjacent hoses when it is unfolded, or the curtain wall is stacked to form a channel for the movement of materials in and out of the gap between adjacent hoses above the stacked curtain wall; The top seat is provided with a shaft that rotates with the top seat, and one end of all the hoses is inserted into the top seat from the bottom of the top seat and wound around the outer periphery of the shaft, wherein the curtain wall is in clamped connection with the shaft after unfolding, so that all the hoses wound by the shaft are pressurized, or the curtain wall is in disengaged connection with the shaft, so that all the hoses wound by the shaft are depressurized.

2. A suspended construction platform according to claim 1, wherein: The curtain wall comprises a plurality of first panels that are sequentially connected in rotation and penetrate all the hoses, wherein the lowermost first panel is in rotational connection with the base, and the uppermost first panel is provided with a second panel that is in clamped connection with the shaft.

3. A suspended construction platform according to claim 2, wherein: The shaft has a push plate that extends outward from the top seat and is in clamped connection with the second panel.

4. A suspended construction platform according to claim 1, wherein: The horizontal parts of the adjacent steel beams are linearly arranged with a plurality of fourth rods for fixing the adjacent steel beams, and the horizontal parts of the steel beams also have lifting rods for lifting the steel beams.

Images