Steel wire rope clamp self-lifting conical barrel type building construction platform, process and method thereof

Abstract

The present application relates to the technical field of building, especially to a steel wire rope hoop self-lifting conical barrel type building construction platform, process and method thereof. The platform comprises two support platforms, one of which is located on the top of the other, and both of which comprise supports and a formwork. The supports are evenly distributed, and the connection areas are formed between adjacent supports. The formwork connects the connection areas. The present application provides a steel wire rope hoop self-lifting conical barrel type building construction platform, process and method thereof. The steel wire rope hoop fixes the supports. The flexibility of the steel wire rope hoop enables the supports to well adhere to the outer wall of the conical barrel type building. The length of the steel wire rope hoop can be adjusted according to the diameter of the conical barrel type building, thereby changing the inconvenience of welding support fixing devices on the outer wall of the conical barrel type building.

Description

TECHNICAL FIELD

[0001] The present application relates to the field of building technology, in particular to a self-lifting conical barrel type building construction platform with steel wire rope hoop, process and method thereof. BACKGROUND

[0002] In the traditional conical barrel type building, especially in the construction of chimney, especially in the demolition, due to the high height, the use of crane and climbing vehicle operation cannot reach the top; the erected scaffold cannot exceed 50m, if it exceeds 50m, double vertical poles need to be set, and experts need to be demonstrated, and the remaining chimney cannot be opened, and the scaffold pulling node cannot be provided. This brings great difficulty to construction, increases many construction materials and equipment, and increases the construction cost, and the safety is poor, the construction period is long, the efficiency is low, and the manpower and material resources are wasted. Especially due to the irregularity of the outer wall of the conical barrel type building such as chimney, for the construction of high conical barrel type building, the traditional chimney construction platform cannot effectively complete the construction. Now there is a steel band hoop type mobile platform, but the steel band hoop is not convenient to move, the length of the steel band is not easy to adjust, and it cannot well adapt to the needs of construction. Therefore, a construction platform with less labor input, low construction cost, high efficiency and simple use is needed to solve the problem.

[0003] For example, Chinese patent (CN201420091878.6) discloses a large chimney construction platform device, which comprises a construction platform frame with a diameter smaller than the smallest inner diameter of the chimney, and a frame plate is arranged on the construction platform frame; a ceiling is installed on the outer cylinder wall of the chimney at the top opening, and a lifting device is installed between the ceiling and the construction platform frame, which solves the problem of chimney steel platform and steel inner cylinder construction super high and super narrow, which makes the construction operation difficult and has great safety hidden danger. In the prior art, the steel platform and the steel inner cylinder construction adopt the method of simultaneously lifting the person and the component or adopting the method of erecting a scaffold to establish a working surface for construction, which causes the technical problems of long construction period, low construction efficiency and great safety hidden danger. When in use, it is an inner lifting support for chimney construction, and the support is suspended and will shake, so attention should be paid to its balance problem at all times, and the safety is poor. It cannot be used for external construction.

[0004] For example, Chinese patent (CN96247206.9) discloses a chimney demolition operation platform, which comprises a hoop fixed on the outer surface of the chimney, a lap buckle arranged on the hoop, a triangular support arranged in the circumferential direction and connected with the hoop through the lap buckle, and a fixed rod for fixing the outer ends of adjacent triangular supports. A protective plate is arranged on the triangular support, and a protective rod is vertically arranged on the outer end of the triangular support. Adjacent protective rods are connected by a protective cross rod, which solves the problem of chimney demolition construction platform. The steel band type hoop is not flexible in use, and the applicability is poor. The up and down movement ability is poor.

[0005] As China patent (CN201320517724.4) disclosed a special-shaped chimney construction platform, the special-shaped chimney construction platform includes chimney cylinder shell, derrick, drum, inner hanger platform, outer hanger platform, cage and several channel steel radial beams, the derrick is fixedly connected with the drum up and down, one end of the channel steel radial beam is fixedly connected with the upper end of the drum, the other end of the channel steel radial beam is fixedly connected with the top end of the derrick through a steel pull rod, and the channel steel radial beam is arranged in a horizontal direction; a lower pull rod is arranged between the channel steel radial beam and the lower end of the drum, the inner hanger platform is arranged between the chimney cylinder shells, the top of the inner hanger platform is fixedly connected with the channel steel radial beam, the inner hanger platform is sleeved on the outside of the drum, a hydraulic jack is arranged on the channel steel radial beam, a climbing steel pipe is arranged between the channel steel radial beam and the chimney cylinder shell, one end of the climbing steel pipe is arranged in the chimney cylinder shell, the other end of the climbing steel pipe is connected with the hydraulic jack through the channel steel radial beam, and the channel steel radial beam and the climbing steel pipe are slidably connected through the hydraulic jack; the outer hanger platform is arranged outside the chimney cylinder shell, and the outer end of the channel steel radial beam is fixedly connected with the outer end of the outer hanger platform; the derrick and the drum are provided with a steel wire rope track in the middle, the drum is provided with the cage, the cage is slidably connected with the steel wire rope track, one end of a cage steel wire rope is fixedly connected with the cage, and the other end of the cage steel wire rope is connected with a cage winch through the top of the derrick, the traditional chimney construction platform is used to construct the chimney by erecting a scaffold, the scaffold and an ordinary platform are erected inside and outside the chimney, a construction worker directly takes construction materials to the chimney construction position through a basket or directly from the ground, the efficiency is low, the construction period is long, the construction period is greatly prolonged, and a lot of manpower and material resources are wasted; moreover, there are great safety hazards, especially with the increasing demand for special-shaped chimney construction, due to the irregularity of the chimney, when the high special-shaped chimney is constructed, the traditional chimney construction platform cannot effectively complete the construction, and there are technical problems that the structure is relatively complex, the volume is large, and the installation and use are not flexible.

[0006] Therefore, we design a steel wire rope hoop self-lifting conical barrel type building construction platform, process and method, which provides another technical solution for the above technical problems. SUMMARY

[0007] Therefore, it is necessary to provide a steel wire rope hoop self-lifting conical barrel type building construction platform, process and method for solving the technical problems in the background art.

[0008] In order to solve the above technical problems, the present application adopts the following technical scheme:

[0009] The utility model provides a kind of steel wire rope hoop self-lifting's conical barrel type building construction platform, including two layers of support platform, one of which is located in the top of another support platform, and both support platforms include support and form, the support is multiple, multiple the support is evenly distributed, and the connecting area is formed between adjacent two supports, and multiple connecting areas are connected by form.

[0010] As a preferred embodiment of the steel wire rope hoop self-lifting's conical barrel type building construction platform provided by the utility model, the support includes support vertical support rod, support cross brace, steel wire rope guardrail support, support inclined brace and support hoop steel wire rope ring, one end of the support cross brace is fixed with support vertical support rod, the bottom of the support cross brace close to one end of support vertical support rod is fixed with support hoop steel wire rope ring, the other end of the support cross brace is fixed with steel wire rope guardrail support, the inside of the steel wire rope guardrail support is provided with steel wire rope perforation, the form is in contact with support cross brace, the bottom of the support vertical support rod close to one end of support cross brace is fixed with support inclined brace, and the other end of the support inclined brace is fixed with support cross brace.

[0011] As a preferred embodiment of the steel wire rope hoop self-lifting's conical barrel type building construction platform provided by the utility model, multiple support hoop steel wire rope rings are slidably connected with steel wire rope hoop.

[0012] As a preferred embodiment of the steel wire rope hoop self-lifting's conical barrel type building construction platform provided by the utility model, both ends of the outside of the steel wire rope hoop are fixed with steel wire rope fixing clamp.

[0013] As a preferred embodiment of the steel wire rope hoop self-lifting's conical barrel type building construction platform provided by the utility model, multiple steel wire rope perforations are slidably connected with steel wire rope guardrail inside.

[0014] As a preferred embodiment of the steel wire rope hoop self-lifting's conical barrel type building construction platform provided by the utility model, the top of the support cross brace at the bottom is fixed with hydraulic jack, and the push rod of the hydraulic jack is fixed with the corresponding support cross brace at the top.

[0015] A manufacturing process of the steel wire rope hoop self-lifting's conical barrel type building construction platform is used for any one of the above, and the steps are as follows:

[0016] Manufacture support;

[0017] The manufactured support is evenly distributed outside the conical barrel type building, to form two layers;

[0018] Multiple supports are connected by steel wire rope hoop penetrating support hoop steel wire rope ring;

[0019] Fix the template on the top of the two adjacent support crossbars to form a platform;

[0020] Pierce the steel wire rope guardrail through the steel wire rope perforation on the plurality of supports to form a fence;

[0021] Fix the hydraulic jack on the top of the bottom support crossbar;

[0022] Pierce the two ends of the steel wire rope hoop through the support, pass around the upper and lower of the ladder, and then connect through the steel wire rope fixing clamp.

[0023] As a preferred embodiment of the manufacturing process of the steel wire rope hoop self-lifting conical barrel type construction platform provided by the application, the manufacturing of the support is as follows:

[0024] The vertical support rod of the support is made of a groove-shaped channel steel, the notch of the vertical support rod of the support faces the conical barrel type building, a support crossbar is welded at one end of the top of the vertical support rod of the support, a right-angled triangle is formed by the vertical support rod of the support and the support crossbar, a support hoop steel wire rope through ring is welded at the inner right angle of the vertical support rod of the support and the support crossbar, a support inclined strut is welded at one end of the bottom of the vertical support rod of the support, and the other end of the support inclined strut is welded with the support crossbar, so that the vertical support rod of the support and the support crossbar are more stable, a steel wire rope guardrail support is vertically welded at the top of one end of the support crossbar, and a steel wire rope perforation is formed in the interior of the steel wire rope guardrail support.

[0025] A use method of a steel wire rope hoop self-lifting conical barrel type construction platform, for any one of the above, the steps are as follows:

[0026] S1: when using, first set up the lower layer platform, pass the selected number of supports through the support hoop steel wire rope through ring with the steel wire rope hoop, fix the supports to the outer wall of the conical barrel type building by tightening the steel wire rope hoop connection, pay attention to uniformly arranging the supports, and keep the supports vertical;

[0027] S2: after fixing the supports, lay the template on the adjacent support crossbars to form a platform;

[0028] S3: pass the steel wire rope guardrail through the steel wire rope perforation on the steel wire rope guardrail support to form a guardrail, and complete the laying of the lower layer platform;

[0029] S4: repeat steps S1-S3 to complete the laying of the upper layer platform;

[0030] S5: when laying the upper layer platform, consider the jacking distance of the selected hydraulic jack to determine the height difference between the two platforms;

[0031] S6: After the two-layer platform is laid, a hydraulic jack is installed at the support cross brace of the lower layer platform, the lower end of the hydraulic jack is connected to the support cross brace of the lower layer platform, and the upper end of the hydraulic jack is connected to the support cross brace of the upper layer platform;

[0032] S7: When the steel wire rope hoop needs to be moved upward, the hydraulic jack is used to tightly press the support of the upper platform;

[0033] S8: The steel wire rope fixing clamp at one end of the steel wire rope hoop is loosened, the head of the loosened steel wire rope hoop is moved upward, passes through the upper part of the ladder, and is connected again by the steel wire rope fixing clamp;

[0034] S9: The steel wire rope fixing clamp at the other end of the steel wire rope hoop is loosened, the head of the loosened steel wire rope hoop is moved upward, passes through the lower part of the ladder, and is connected again by the steel wire rope fixing clamp;

[0035] S10: The upper layer platform is moved upward by the hydraulic jack, the upper layer platform is moved upward as a whole, and then the steel wire rope hoop is tightened, the two steel wire rope fixing clamps are fixed firmly, and the upward movement of the upper layer platform is completed.

[0036] As a preferred embodiment of the use method of the steel wire rope hoop self-lifting conical barrel type building construction platform provided by the application, the upward movement of the lower layer platform is completed by the same operation as the upward movement method of the upper layer platform after the upward movement of the upper layer platform is completed, and the hydraulic jack is used to pull up the lower layer platform by contraction during the upward movement of the lower layer platform.

[0037] It can be seen without doubt that the above technical solutions of the application can solve the technical problems to be solved by the application.

[0038] Meanwhile, through the above technical solutions, the application has at least the following beneficial effects:

[0039] The steel wire rope hoop self-lifting conical barrel type building construction platform, process and method provided by the application can fix multiple supports by uniform distribution, fix multiple supports by the steel wire fence penetrating the steel wire rope perforation, form a fence, and lay a template on the top of the support cross brace to form a platform.

[0040] Multiple supports are formed into two layers of platforms, the two corresponding templates of the upper layer platform and the lower layer platform are fixed by a hydraulic jack, the operator can go up and down through the ladder, and the upper layer platform can be lifted by the work of the hydraulic jack.

[0041] The support is fixed by wire rope clamps. The flexibility of the wire rope clamps allows the support to fit well against the exterior wall of the cone-shaped building. The length of the wire rope clamps can be adjusted according to the diameter of the cone-shaped building, making it suitable for use on parts of the cone-shaped building with different diameters. It can also be used on cone-shaped buildings with different diameters. The wire rope clamps can be moved up and down at any time, eliminating the inconvenience of welding support fixing devices on the exterior wall of the cone-shaped building, making the up and down movement of the wire rope platform simple and convenient. Attached Figure Description

[0042] To more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the following description of the embodiments will be briefly introduced. Obviously, the drawings described below are some embodiments of the present invention. For those skilled in the art, other drawings can be obtained based on these drawings without creative effort.

[0043] Figure 1 This is a top view of the entire invention;

[0044] Figure 2 For the present invention Figure 1 A-direction cross-section;

[0045] Figure 3 For the present invention Figure 1 A schematic diagram of direction B;

[0046] Figure 4 This is a schematic diagram of the support structure of the present invention.

[0047] In the diagram: 1. Frame; 2. Template; 3. Wire rope guardrail; 4. Wire rope clamp; 5. Ladder; 6. Hydraulic jack; 7. Wire rope fixing clip; 11. Vertical support rod of the frame; 12. Horizontal support of the frame; 13. Wire rope guardrail frame; 14. Wire rope through hole; 15. Diagonal brace of the frame; 16. Wire rope loop of the frame clamp. Detailed Implementation

[0048] To make the objectives, technical solutions, and advantages of this invention clearer, the invention will be further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative and not intended to limit the invention.

[0049] To enable those skilled in the art to better understand the present invention, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings.

[0050] It should be noted that, unless otherwise specified, the embodiments and features and technical solutions in the present invention can be combined with each other.

[0051] It should be noted that like reference numerals and characters refer to like items throughout the several views, and once an item is defined in one view, it should not require further defining and explaining in subsequent views.

[0052] Embodiment one

[0053] With reference to Figures 1-4 A steel wire rope hoop self-lifting conical barrel type building construction platform, comprising two layers of support platforms, one of which is located on the top of the other, both of which comprise a support 1 and a formwork 2, the support 1 is a plurality of supports, which are evenly distributed so that they can be connected on the outside of the conical barrel type building, a connection area is formed between adjacent two supports 1, and the connection areas are connected by the formwork 2, thereby forming a movable whole area between the remaining connection areas through the connection of the formwork 2;

[0054] The support 1 comprises a support vertical support rod 11, a support cross brace 12, a steel wire rope guardrail support 13, a support diagonal brace 15 and a support hoop steel wire rope ring 16, one end of the support cross brace 12 is fixed with the support vertical support rod 11, and the bottom of the support cross brace 12 near the end of the support vertical support rod 11 is fixed with the support hoop steel wire rope ring 16, a plurality of support hoop steel wire rope rings 16 are slidably connected with the steel wire rope hoop 4, so that the support 1 can be tightly fixed on the conical barrel type building through the tightening of the steel wire rope hoop 4 after the steel wire rope hoop 4 penetrates the support hoop steel wire rope ring 16, the platform is formed by laying the formwork 2 on the support 1, and the two ends of the steel wire rope hoop 4 pass around the top and bottom of the ladder 5, and the outer side of the steel wire rope hoop 4 at the two ends of the ladder 5 is fixed with the steel wire rope fixing clamp 7, so that the overlapping steel wire rope hoop 4 can be fixed in position by the steel wire rope fixing clamp 7, and the steel wire rope hoop 4 will not loosen after being tightened;

[0055] The other end of the support cross brace 12 is fixed with the steel wire rope guardrail support 13, the steel wire rope guardrail support 13 is evenly provided with steel wire rope perforations 14 inside, and the support vertical support rod 11 is located at the bottom end of the steel wire rope perforations 14, so that the support vertical support rod 11 can contact the conical barrel type building, and the inside of a plurality of steel wire rope perforations 14 is slidably connected with the steel wire rope guardrail 3, so that the plurality of supports 1 are connected by the steel wire rope guardrail 3 penetrating the inside of the steel wire rope perforations 14, and the contact between the support vertical support rod 11 and the conical barrel type building limits the height of the support platform through the shape of the conical barrel type building that is smaller at the top and larger at the bottom;

[0056] The template 2 is in contact with the support cross 12, so that the support cross 12 is built on the support cross 12 of the adjacent two supports 1 to form a platform, wherein the top of the bottom support cross 12 is fixed with the hydraulic jack 6, and the push rod of the hydraulic jack 6 is fixed with the top corresponding support cross 12, so that the work of the hydraulic jack 6 can lift the top support platform, and the bottom of the support vertical support rod 11 close to one end of the support cross 12 is fixed with the support inclined support 15, and the other end of the support inclined support 15 is fixed with the support cross 12, so that the support inclined support 15 is used to strengthen and stabilize between the support vertical support rod 11 and the support cross 12.

[0057] The building construction platform provided by the embodiment is used to uniformly distribute a plurality of supports 1 on the outside of the conical barrel type building, and the support vertical support rod 11 is located close to the conical barrel type building, and the template 2 is installed on the top of the support cross 12 of the adjacent two supports 1, so as to form a platform with the plurality of supports 1, and the two ends of the steel wire rope hoop 4 are respectively penetrated into the inside of the different support hoop steel wire rope penetrating ring 16, and then the top and bottom of the ladder 5 are respectively wound around in the inside of one of the connecting areas, and the two ends of the steel wire rope hoop 4 are continuously moved to overlap with the remaining parts of the steel wire rope hoop 4, and then the steel wire rope fixing clamp 7 is installed to fix the overlapping parts of the steel wire rope hoop 4, so that the contact between the support vertical support rod 11 and the conical barrel type building is more stable after the steel wire rope hoop 4 is tightened, and the steel wire rope fixing clamp 7 is used to prevent the steel wire rope hoop 4 from loosening, and then the steel wire rope guardrail 3 is penetrated into the steel wire rope hoop 4 to form a guardrail, and the contact between the support vertical support rod 11 and the conical barrel type building is supported by the support inclined support 15 to support the position of the support cross 12, so as to form a layer of support platform, two layers of support platforms are installed on the outside of the conical barrel type building, the hydraulic jack 6 is fixed on the top of the support cross 12 of the bottom support platform, the top support platform is lifted and adjusted by the hydraulic jack 6, and when the top support platform is lifted, the steel wire rope hoop 4 needs to be loosened and moved, at this time, the conical barrel type building has a shape of being small at the top and large at the bottom, so that the support vertical support rod 11 is not easy to descend on the outside of the conical barrel type building after the steel wire rope hoop 4 is tightened.

[0058] Embodiment two

[0059] On the basis of the above-mentioned embodiment one, a kind of steel wire rope hoop self-lifting conical barrel type building construction platform manufacturing process is disclosed, steps are as follows:

[0060] The bracket 1 is made by making the bracket vertical support rod 11 by the groove-shaped channel steel, so that the notch of the bracket vertical support rod 11 faces the conical barrel-shaped building, and the bracket horizontal support 12 is welded at one end of the top of the bracket vertical support rod 11, so that the bracket vertical support rod 11 and the bracket horizontal support 12 form a right triangle, which is considered that the outer wall of the conical barrel-shaped building is arc-shaped, and the two edges of the channel steel can be well contacted and fitted with the outer wall of the conical barrel-shaped building during fixing, so as to prevent the bracket 1 from shaking left and right, and then the bracket hoop steel wire rope passing ring 16 is welded at the inner right angle of the bracket vertical support rod 11 and the bracket horizontal support 12, which is used to make the steel wire rope hoop 4 pass through the bracket hoop steel wire rope passing ring 16, and after the steel wire rope hoop 4 is tightened, the bracket 1 is tightly fixed on the conical barrel-shaped building, so as to facilitate the laying of the formwork 2 on the bracket horizontal support 12 to form a platform; the bracket inclined support 15 is welded at one end of the bottom of the bracket vertical support rod 11, and the other end of the bracket inclined support 15 is welded with the bracket horizontal support 12, so that the bracket vertical support rod 11 and the bracket horizontal support 12 are more stable, and the steel wire rope guardrail bracket 13 is vertically welded at the top of one end of the bracket horizontal support 12, and the steel wire rope passing hole 14 is formed in the inside of the steel wire rope guardrail bracket 13;

[0061] The made bracket 1 is uniformly distributed on the outside of the conical barrel-shaped building to form two layers;

[0062] The multiple brackets 1 are connected by the steel wire rope hoop 4 penetrating the bracket hoop steel wire rope passing ring 16, so that the bracket vertical support rod 11 is close to the conical barrel-shaped building, thereby connecting the first and last brackets 1, and the bracket 1 is prevented from being separated from the conical barrel-shaped building by the tightening of the steel wire rope hoop 4;

[0063] The formwork 2 is fixed on the top of the adjacent two bracket horizontal supports 12 to form a platform, which can move on the platform formed by the formwork 2;

[0064] The steel wire rope guardrail 3 is penetrated through the steel wire rope passing hole 14 to form a fence on the multiple brackets 1;

[0065] The hydraulic jack 6 is fixed on the top of the bottom bracket horizontal support 12, which can adjust the height of the top bracket horizontal support 12 through the hydraulic jack 6;

[0066] After the two ends of the wire rope hoop 4 are penetrated through the support 1, they are wound around the upper and lower of the ladder 5 and connected through the wire rope fixing clamp 7, so that the platform can be lifted without completely disconnecting the wire rope hoop 4, and the number and requirements of the wire rope fixing clamp 7 shall meet the relevant provisions. The advantage of this connection mode is that the wire rope hoop 4 can be conveniently moved up and down. When the wire rope hoop 4 needs to move up, the hydraulic jack 6 is used to tightly push the supports 1 of the upper platform, and then the wire rope fixing clamp 7 at the connection position of one end of the wire rope hoop 4 is loosened, the head of the loosened wire rope hoop 4 is moved upwards, wound around the upper part of the ladder 5, and then connected through the wire rope fixing clamp 7. Then, the wire rope fixing clamp 7 at the connection position of the other end of the wire rope hoop 4 is loosened, the head of the loosened wire rope hoop 4 is moved upwards, wound around the lower part of the ladder 5, and then connected through the wire rope fixing clamp 7. Then, the hydraulic jack 6 is used to push the upper layer platform upwards, and the upper layer platform is moved upwards as a whole. After the upper layer platform is moved upwards, the wire rope hoop 4 is tightened, and the two wire rope fixing clamps 7 are fixed firmly, so that the upward movement of the upper layer platform is completed. The upward movement of the lower layer platform is completed by the same method as the upward movement of the upper layer platform. Only in the process of moving the lower layer platform upwards, the hydraulic jack 6 is used to pull the lower layer platform upwards by contraction.

[0067] In this embodiment, the ladder 5 is fixed to the conical barrel type building.

[0068] Embodiment Three

[0069] On the basis of the above-mentioned embodiment one and embodiment two, the use method is disclosed, and the steps are as follows:

[0070] S1: When used, first set up the lower layer platform, penetrate the selected number of supports 1 through the support hoop wire rope penetrating ring 16, tighten the support hoop wire rope 4 to fix the support 1 tightly to the outer wall of the conical barrel type building, and pay attention to uniformly arranging the supports 1 and keeping the supports 1 vertical;

[0071] S2: After the supports 1 are fixed, lay the formwork 2 on the adjacent support cross brace 12 to form a platform;

[0072] S3: Penetrate the wire rope guardrail 3 through the wire rope penetrating hole 14 on the wire rope guardrail support 13 to form a guardrail, and complete the laying of the lower layer platform;

[0073] S4: Repeat steps S1-S3 to complete the laying of the upper layer platform;

[0074] S5: When laying the upper layer platform, consider the lifting distance of the selected hydraulic jack 6 to determine the height difference between the two platforms;

[0075] S6: After the two-layer platform is laid, install hydraulic jacks 6 at the support cross braces 12 of the lower layer platform, the lower end of the hydraulic jacks 6 is connected to the support cross braces 12 of the lower layer platform, the upper end of the hydraulic jacks 6 is connected to the support cross braces 12 of the upper layer platform, the number of the lower layer platforms, the number of the upper layer platforms, and the number of the hydraulic jacks 6 are consistent, and they are installed one by one in a one-to-one correspondence;

[0076] S7: When the wire rope hoop 4 needs to move up, first use the hydraulic jack 6 to tighten the support 1 of the upper platform;

[0077] S8: Loosen the wire rope fixing clamp 7 at one end of the connection of the wire rope hoop 4, move the head of the loosened wire rope hoop 4 upwards, pass through the upper part of the ladder 5, and then connect it with the wire rope fixing clamp 7;

[0078] S9: Loosen the wire rope fixing clamp 7 at the other end of the connection of the wire rope hoop 4, move the head of the loosened wire rope hoop 4 upwards, pass through the lower part of the ladder 5, and then connect it with the wire rope fixing clamp 7;

[0079] S10: Use the hydraulic jack 6 to lift the upper layer platform, move the upper layer platform upwards as a whole, after the upper layer platform is moved to the position, tighten the wire rope hoop 4, fix the two wire rope fixing clamps 7 firmly, and complete the upward movement of the upper layer platform;

[0080] S11: The upward movement of the lower layer platform is completed by following the same method as the upward movement of the upper layer platform, and at this time, the hydraulic jack 6 is used to lift the lower layer platform by contraction.

[0081] The effects achieved by the embodiment are as follows:

[0082] 1. The support 1 is fixed by the wire rope hoop 4, the flexibility of the wire rope hoop 4 can make the support 1 well fit the outer wall of the conical barrel-shaped building, the length of the wire rope hoop 4 can be adjusted according to the diameter change of the conical barrel-shaped building, which changes the disadvantage that the wire rope hoop 4 cannot well adapt to the diameter change of the conical barrel-shaped building, and can be used in different diameter parts of the conical barrel-shaped building; it can also be used in different diameter conical barrel-shaped buildings, the wire rope hoop 4 can be moved up and down at any time, which changes the inconvenience of welding the support 1 fixing device on the outer wall of the conical barrel-shaped building, and makes the upward and downward movement of the platform simple and convenient to operate;

[0083] 2. The number of supports 1 can be increased or decreased at any time, and the position of the support 1 can be adjusted to meet the needs of construction, which is convenient to operate, simple to make, and convenient to use. It is convenient to disassemble and assemble, easy to store and transport;

[0084] 3. The vertical support rod 11 of the bracket is made of channel steel. The shape of the channel steel is cleverly used to fit the curved shape of the cone-shaped building to prevent the bracket 1 from sliding and tilting. The characteristic of the cone-shaped building being thinner at the top and thicker at the bottom is used to achieve self-locking of the platform and prevent the platform from sliding down.

[0085] 4. The structure of the upper and lower platforms is convenient for raising and lowering the top platform using a hydraulic jack; at the same time, the lower platform also protects the upper platform, providing support and increasing safety.

[0086] The following is the usage process of the self-lifting cone-shaped construction platform with steel wire rope clamp provided by this invention, along with its technology and method:

[0087] Vertical support rods 11 are fabricated using grooved channel steel, with the grooves of the vertical support rods 11 facing the conical building. A cross brace 12 is welded to the top end of the vertical support rod 11, forming a right-angled triangle with the cross brace 12. This design takes into account the curved outer wall of the conical building, ensuring good contact and fit between the two edges of the channel steel and the outer wall during fixing, preventing the support 1 from swaying left and right. Then, a support clamp steel wire rope loop 16 is welded to the inner right angle of the vertical support rod 11 and the cross brace 12. Its function is to allow the steel wire rope to pass through... The clamp 4 passes through the wire rope loop 16 of the bracket clamp. After the wire rope clamp 4 is tightened, the bracket 1 is firmly fixed to the cone-shaped building, which makes it easier to lay the template 2 on the bracket cross brace 12 to form a platform. The bracket diagonal brace 15 is welded to one end of the bottom of the bracket vertical support rod 11, and the other end of the bracket diagonal brace 15 is welded to the bracket cross brace 12, so that the bracket vertical support rod 11 and the bracket cross brace 12 are more stable. The wire rope guardrail bracket 13 is vertically welded to the top of one end of the bracket cross brace 12, and the wire rope through hole 14 is opened in the inside of the wire rope guardrail bracket 13 to form the bracket 1.

[0088] The fabricated supports 1 are evenly distributed on the outside of the cone-shaped building, forming two layers. Multiple supports 1 are connected by steel wire rope clamps 4 passing through the steel wire rope loops 16, allowing the vertical support rods 11 of the supports to be close to the cone-shaped building, thus connecting the first and last supports 1. The tension of the steel wire rope clamps 4 prevents the supports 1 from detaching from the cone-shaped building. Templates 2 are fixed to the top of the cross braces 12 of two adjacent supports, forming a platform that can be moved on. Steel wire rope guardrails 3 are passed through steel wire rope holes 14 to form a fence on the multiple supports 1. Hydraulic jacks 6 are fixed to the top of the cross braces 12 of the bottom support, allowing adjustment of the height of the cross braces 12 of the top support. The two ends of the steel wire rope clamps 4 are passed through the supports 1, passing over the top and bottom of the ladder 5, and then connected by steel wire rope fixing clips 7.

[0089] The plurality of supports 1 are evenly distributed on the outside of the cone-shaped building, and the support vertical support rods 11 are located close to the cone-shaped building, and the formwork 2 is installed on the top of the support cross braces 12 of the adjacent two supports 1, thereby forming a platform with the plurality of supports 1, and the two ends of the steel wire rope hoop 4 are respectively threaded through the inside of the different support hoop steel wire rope penetrating rings 16, and then respectively enter the top and bottom of the cat ladder 5 at the inside of one of the connection areas, and the two ends of the steel wire rope hoop 4 are moved to overlap with the rest of the steel wire rope hoop 4, and then the steel wire rope fixing clamp 7 is installed to fix the overlapping part of the steel wire rope hoop 4, so that the steel wire rope hoop 4 can be tightened, and the contact between the support vertical support rod 11 and the cone-shaped building is more stable, and the steel wire rope hoop 4 is prevented from loosening by the steel wire rope fixing clamp 7, and the steel wire rope guardrail 3 is threaded through the steel wire rope hoop 4 to form a guardrail, and the contact between the support vertical support rod 11 and the cone-shaped building is supported by the support diagonal brace 15 to support the position of the support cross brace 12, thereby forming a support platform, and two support platforms are installed on the outside of the cone-shaped building, and the hydraulic jack 6 is fixed on the top of the support cross brace 12 of the bottom support platform, and the top support platform is driven to rise and fall by the hydraulic jack 6, and the steel wire rope hoop 4 needs to be loosened to move a distance, at which time the cone-shaped building is in the shape of being small at the top and large at the bottom, so that the support vertical support rod 11 is not easy to descend on the outside of the cone-shaped building after the steel wire rope hoop 4 is tightened;

[0090] When in use, first, the lower layer platform is erected, a selected number of supports 1 are threaded through the support hoop steel wire rope penetrating rings 16 by the steel wire rope hoop 4, the steel wire rope hoop 4 is connected and tightened to fix the supports 1 close to the outer wall of the cone-shaped building, and attention is paid to the uniform arrangement of the supports 1, and the supports 1 are kept vertical; after the supports 1 are fixed, the formwork 2 is laid on the adjacent support cross braces 12 to form a platform; the steel wire rope guardrail 3 serving as a guardrail is threaded through the steel wire rope penetrating holes 14 on the steel wire rope guardrail supports 13 to form a guardrail, and the laying of the lower layer platform is completed; steps S1-S3 are repeated to complete the laying of the upper layer platform; when laying the upper layer platform, the lifting distance of the selected hydraulic jack 6 is considered to determine the height difference between the two platforms;

[0091] After the two-layer platform is laid, the hydraulic jack 6 is installed at the support cross brace 12 of the lower layer platform, the lower end of the hydraulic jack 6 is connected with the support cross brace 12 of the lower layer platform, the upper end of the hydraulic jack 6 is connected with the support cross brace 12 of the upper layer platform, the number of the lower layer platforms, the number of the upper layer platforms and the number of the hydraulic jacks 6 are consistent, and the installation is one-to-one corresponding; when the steel wire rope hoop 4 needs to be moved upward, the hydraulic jack 6 is used to tightly press the upper support 1 of the platform; the steel wire rope fixing clamp 7 connected with one end of the steel wire rope hoop 4 is loosened, the head of the loosened steel wire rope hoop 4 is moved upward, passes through the upper part of the ladder 5, and is connected with the steel wire rope fixing clamp 7 again; the steel wire rope fixing clamp 7 connected with the other end of the steel wire rope hoop 4 is loosened, the head of the loosened steel wire rope hoop 4 is moved upward, passes through the lower part of the ladder 5, and is connected with the steel wire rope fixing clamp 7 again; the upper layer platform is pressed upward by the hydraulic jack 6, the upper layer platform is moved upward as a whole, after the upper layer platform is moved upward as a whole, the steel wire rope hoop 4 is tightened, the two steel wire rope fixing clamps 7 are fixed firmly, and the upward movement of the upper layer platform is completed; the upward movement of the lower layer platform is completed by the same method after the upward movement of the upper layer platform is completed, at this time, the hydraulic jack 6 is used to pull up the lower layer platform by contraction during the upward movement of the lower layer platform.

[0092] The preferred embodiments disclosed above are only used to help explain the present application. The preferred embodiments do not describe all the details, and do not limit the present application to the specific embodiments described. Obviously, according to the content of the present application, many modifications and changes can be made. The present application selects and specifically describes these embodiments in order to better explain the principles and practical applications of the present application, so that those skilled in the art can well understand and use the present application. The present application is limited by the claims and the entire scope and equivalents thereof.

Claims

1. A self-lifting cone-drum type construction platform with a steel wire rope hoop, characterized in that, Including two layers of support platform, one of which is located on the top of the other support platform, both of which include a support (1) and a template (2), the support (1) is a plurality of, the plurality of supports (1) are uniformly distributed, two adjacent supports (1) form a connection area, and the plurality of connection areas are connected by a template (2); The support (1) includes a support vertical support rod (11), a support cross brace (12), a steel wire rope guardrail support (13), a support inclined brace (15) and a support hoop steel wire rope ring (16), one end of the support cross brace (12) is fixed with a support vertical support rod (11), the bottom of the support cross brace (12) is fixed with a support hoop steel wire rope ring (16) near one end of the support vertical support rod (11), the other end of the support cross brace (12) is fixed with a steel wire rope guardrail support (13), the steel wire rope guardrail support (13) is provided with a steel wire rope hole (14) in the inside, the template (2) is in contact with the support cross brace (12), and the support vertical support rod (11) is fixed with a support inclined brace (15) at the bottom near one end of the support cross brace (12), and the other end of the support inclined brace (15) is fixed with the support cross brace (12).

2. A cone type construction platform with self-lifting wire rope grippers according to claim 1, characterized in that A plurality of support hoop steel wire rope rings (16) are slidably connected with a steel wire rope hoop (4).

3. A cone type construction platform with self-lifting wire rope grippers according to claim 2, characterized in that The outer side of the steel wire rope hoop (4) is fixed with a steel wire rope fixing clamp (7) at both ends.

4. The self-raising and lowering cone-drum type construction platform with wire rope grippers according to claim 1, characterized in that, A plurality of steel wire rope holes (14) are slidably connected with a steel wire rope guardrail (3) inside.

5. The self-raising and lowering cone-drum type construction platform with steel wire rope clamps according to claim 1, characterized in that, The top of the support cross brace (12) at the bottom is fixed with a hydraulic jack (6), and the push rod of the hydraulic jack (6) is fixed with the corresponding support cross brace (12) at the top.

6. A manufacturing process of the steel wire rope gripper self-lifting conical barrel type construction platform, for the steel wire rope gripper self-lifting conical barrel type construction platform according to any one of claims 1-5, characterized in that, The steps are as follows: Make a support (1); The prepared support (1) is uniformly distributed on the outside of the conical barrel type building to form two layers; A plurality of supports (1) are connected by a steel wire rope hoop (4) penetrating a support hoop steel wire rope ring (16); The template (2) is fixed on the top of the adjacent two support cross braces (12) to form a platform; The steel wire rope guardrail (3) penetrates the steel wire rope hole (14) to form a fence on the plurality of supports (1); The hydraulic jack (6) is fixed on the top of the support cross brace (12) at the bottom; The two ends of the steel wire rope hoop (4) are threaded through the support (1) and then wound around the upper and lower of the ladder (5) and connected by the steel wire rope fixing clamp (7).

7. The manufacturing process of a steel wire rope gripper self-lifting cone drum type building construction platform according to claim 6, characterized in that, The preparation of the support (1) is as follows: The bracket vertical support rod (11) is made of a groove-shaped channel steel, the notch of the bracket vertical support rod (11) faces the conical barrel-shaped building, a bracket cross brace (12) is welded at one end of the top of the bracket vertical support rod (11), the bracket vertical support rod (11) and the bracket cross brace (12) form a right triangle, a bracket hoop steel wire rope passing ring (16) is welded at the inner right angle of the bracket vertical support rod (11) and the bracket cross brace (12), a bracket inclined brace (15) is welded at one end of the bottom of the bracket vertical support rod (11), and the other end of the bracket inclined brace (15) is welded with the bracket cross brace (12), so that the bracket vertical support rod (11) and the bracket cross brace (12) are more stable, a steel wire rope guardrail bracket (13) is vertically welded at the top of one end of the bracket cross brace (12), and a steel wire rope passing hole (14) is formed in the inside of the steel wire rope guardrail bracket (13).

8. A method for using a steel wire rope gripper self-lifting and self-lowering conical barrel type construction platform, for the steel wire rope gripper self-lifting and self-lowering conical barrel type construction platform according to any one of claims 6-7, characterized in that, The steps are as follows: S1: when used, first set up the lower layer platform, pass the selected number of brackets (1) through the bracket hoop steel wire rope passing ring (16) by the steel wire rope hoop (4), connect and tighten the steel wire rope hoop (4) to fix the bracket (1) closely to the outer wall of the conical barrel-shaped building, and pay attention to uniformly arranging the brackets (1) and keeping the brackets (1) vertical; S2: after fixing the brackets (1), lay the formwork (2) on the adjacent bracket cross braces (12) to form a platform; S3: pass the steel wire rope guardrail (3) serving as a guardrail through the steel wire rope passing hole (14) on the steel wire rope guardrail bracket (13) to form a guardrail, and complete the laying of the lower layer platform; S4: repeat steps S1-S3 to complete the laying of the upper layer platform; S5: when laying the upper layer platform, the lifting distance of the selected hydraulic jack (6) is considered to determine the height difference between the two platforms; S6: after laying the two platforms, install the hydraulic jack (6) at the bracket cross brace (12) of the lower layer platform, connect the lower end of the hydraulic jack (6) with the bracket cross brace (12) of the lower layer platform, and connect the upper end of the hydraulic jack (6) with the bracket cross brace (12) of the upper layer platform; S7: when the steel wire rope hoop (4) needs to be moved upward, first tighten the bracket (1) of the upper platform by the hydraulic jack (6); S8: loosen the steel wire rope fixing clamp (7) at one end of the connection of the steel wire rope hoop (4), move the loosened head of the steel wire rope hoop (4) upward, pass the upper part of the crawling ladder (5) above, and then connect by the steel wire rope fixing clamp (7); S9: loosen the steel wire rope fixing clamp (7) at the other end of the connection of the steel wire rope hoop (4), move the loosened head of the steel wire rope hoop (4) upward, pass the lower part of the crawling ladder (5) above, and then connect by the steel wire rope fixing clamp (7); S10: use the hydraulic jack (6) to lift the upper layer platform, move the upper layer platform upward as a whole, after the upper layer platform is moved to the position, tighten the steel wire rope hoop (4), fix the two steel wire rope fixing clamps (7) firmly, and complete the upward movement of the upper layer platform.

9. The method of using a steel wire rope gripper self-lifting and descending cone drum type building construction platform according to claim 8, characterized in that, The upper moving of the lower platform is completed by the same method as the upper platform moving, and the hydraulic jack (6) is used to pull up the lower platform by contraction during the process of the lower platform moving.

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