Special-shaped double-curved-surface formwork supporting mechanism and system and construction method thereof

Abstract

The invention belongs to the field of special-shaped hyperboloid construction, particularly relates to a special-shaped hyperboloid template supporting mechanism, a system thereof and a construction method thereof, and provides the following scheme: the special-shaped hyperboloid template supporting mechanism comprises a special-shaped hyperboloid template supporting mechanism arranged between a wall body and a concrete floor cushion layer; the special-shaped double-curved-surface formwork supporting mechanism comprises a formwork, a plurality of first battens, a plurality of second battens, a steel pipe support and a plurality of fasteners, the steel pipe support is formed by fixedly building a plurality of steel pipes and a plurality of fasteners and serves as a bottom support, the first battens are short battens, the second battens are long battens, and the steel pipe support is connected with the formwork through the fasteners. A plurality of top horizontal supporting steel pipes are fixed to the tops of the steel pipe supports through fasteners, and the first battens are erected between the two top horizontal supporting steel pipes at the top. Large-block wood formworks are adopted for large-face laying, the material turnover performance is remarkably improved, meanwhile, the construction cost and the workload are reduced, and the construction efficiency is improved. Finished product apparent quality is improved, and later manual repairing is reduced.

Description

Technical Field

[0001] The invention relates to the technical field of special-shaped hyperbolic surface construction, and in particular to a special-shaped hyperbolic surface template support mechanism and a system thereof and a construction method thereof. Background Art

[0002] Modern architectural designs are becoming more and more diverse. Special-shaped hyperbolic panels have been widely used in iconic buildings such as stadiums, theaters, museums and super high-rise buildings due to their unique shapes and functions. These panels not only meet aesthetic requirements, but also realize complex structural functions, so they are favored by many designers.

[0003] However, in the actual concrete pouring process, due to the complex spatial structure of the special-shaped hyperbolic panel and the difficulty in controlling the modeling accuracy, the construction is extremely difficult. At present, regarding the construction of special-shaped hyperbolic surfaces, if a predetermined steel formwork is used for construction, when there are multiple special-shaped structures in a project construction, the predetermined steel formwork cannot be reused due to its fixed shape, which will cause material waste, reduce the turnover of materials, and significantly increase the construction cost. When wooden formwork is used for direct splicing, it is necessary to cut the wooden formwork into small pieces and then splice them to meet the construction requirements with precision. At the same time, due to the use of a large number of small formworks for splicing, the number of template intersections is large, there is a risk of concrete leakage during construction, and the formed surface is not necessarily a smooth surface, which requires manual repair later. Therefore, this method seriously increases the construction cost and workload.

[0004] Therefore, there is an urgent need to provide a special-shaped hyperbolic formwork support system and a construction method thereof to solve the above problems. Summary of the invention

[0005] The purpose of the present invention is to solve the shortcomings of the prior art and to propose a special-shaped hyperbolic formwork support system and a construction method thereof.

[0006] In order to achieve the above object, the present invention adopts the following technical solutions:

[0007] A special-shaped hyperbolic formwork support mechanism, comprising a special-shaped hyperbolic formwork support mechanism arranged between a wall and a concrete floor cushion layer, the special-shaped hyperbolic formwork support mechanism comprising a formwork, a plurality of first wooden squares, a plurality of second wooden squares, a steel pipe bracket and a plurality of fasteners, the steel pipe bracket being fixedly constructed by a plurality of steel pipes and a plurality of fasteners as a bottom support, the first wooden squares being short wooden squares, the second wooden squares being long wooden squares, a plurality of top horizontal supporting steel pipes being fixed on the top of the steel pipe bracket by fasteners, the plurality of first wooden squares being respectively arranged between two top horizontal supporting steel pipes, there being an adjacent junction of the first wooden squares between the two top horizontal supporting steel pipes, there being an overlap angle between the first wooden squares and the steel pipe bracket, the overlap angle between the first wooden squares and the steel pipe bracket changing irregularly between the two top horizontal supporting steel pipes;

[0008] The second wooden strip is fixed above the first wooden strip in a flat manner, and the template is fixed above the second wooden strip.

[0009] Furthermore, the top horizontal supporting steel pipe is fixedly connected by using two fasteners, and the first wooden square and the top horizontal supporting steel pipe are fixed by using iron wire.

[0010] Furthermore, the second row of timber is fixed to the first row of timber between two non-parallel top horizontal supporting steel pipes in equal proportion.

[0011] Furthermore, the second wooden beam is fixed to the first wooden beam by iron nails, the template is fixed to the second wooden beam by iron nails, and the template and the second wooden beam are fitted together to form a special-shaped hyperbolic shape.

[0012] Furthermore, the thickness of the template is 10 mm and a large template is used to splice the special-shaped hyperbolic panel, and the first wooden squares at the adjacent junctions have an overlapped portion of 100 mm.

[0013] The present invention also proposes a support system for a special-shaped hyperbolic formwork mechanism, which is used to construct a support mechanism for a special-shaped hyperbolic formwork, including original special-shaped hyperbolic surface contour lines and optimized contour lines. The optimized contour lines are formed by optimizing the original special-shaped hyperbolic surface contour lines of the special-shaped hyperbolic surface three-dimensional model by replacing straight lines with curves. The steel pipe support is arranged by calculation based on the optimized contour lines, and also includes supplementary contour lines, support middle elevation control points, support edge elevation control points and special-shaped hyperbolic surface edge elevation control points. The support middle elevation control points, support edge elevation control points and special-shaped hyperbolic surface edge elevation control points are used to control the elevation of the formwork at the control points. The supplementary contour lines are used to provide a fixed position for the first wooden square to reduce its cantilever length. The on-site elevations of the support middle elevation control points, support edge elevation control points and special-shaped hyperbolic surface edge elevation control points are used to establish a on-site model for comparison with the design model and for mold matching with other professional models.

[0014] Furthermore, the original contour lines of the irregular hyperboloid are extracted from the three-dimensional model of the irregular hyperboloid in the manner of equal elevation difference. When the contour lines of the original irregular hyperboloid are extracted, the horizontal distance between the contour lines should be within the arrangement distance of the steel pipe support.

[0015] Furthermore, the shape of the original special-shaped hyperbolic contour line is slightly curved, the optimized contour lines are distributed in a non-parallel manner, and the top horizontal supporting steel pipe is arranged along the direction of the optimized contour lines.

[0016] Furthermore, the maximum deviation between the on-site elevation and theoretical elevation of the middle elevation control point of the bracket, the edge elevation control point of the bracket and the edge elevation control point of the special-shaped hyperbolic surface is 10 mm. When the elevation difference between the middle elevation control point of the bracket and the edge elevation control point of the bracket exceeds 10 mm, the top horizontal support steel pipe is bent at the middle elevation control point of the bracket to form a V-shaped horizontal support steel pipe to meet the elevation requirement. When the elevation difference between the middle elevation control point of the bracket and the edge elevation control point of the bracket does not exceed 10 mm, the top horizontal support steel pipe is a straight horizontal support steel pipe. The second wooden square is divided into left and right parts when the top horizontal support steel pipe is a V-shaped horizontal support steel pipe. When the top horizontal support steel pipe is a straight horizontal support steel pipe, the second wooden square is used as the contour line between the optimized contour lines.

[0017] The present invention also provides a construction method for a special-shaped hyperbolic formwork support system, which is used to construct a special-shaped hyperbolic formwork support system, comprising the following steps:

[0018] S1: Establish or obtain a three-dimensional model of a special-shaped hyperbolic surface;

[0019] S2: Extract the contour lines of the 3D model. The contour lines are extracted in the form of equal elevation differences. The extracted contour lines need to be projected on the plane. Contour lines can also be extracted according to different elevation differences. It is necessary to ensure that the distance between two contour lines on the plane is not greater than the calculated distance of the steel pipe support;

[0020] S3: Optimize contour lines by partition, and partition according to the characteristics of the plate beam of the special-shaped hyperboloid. In each zone, the original contour lines of the special-shaped hyperboloid are optimized by replacing straight lines with curved lines to form optimized contour lines;

[0021] S4: Arrange the steel pipe uprights along the optimized contour line according to the calculated spacing requirements;

[0022] S5: Set control points along the optimized contour lines. The control points should include the elevation control points in the middle of the bracket, the elevation control points at the edge of the bracket, and the elevation control points at the edge of the special-shaped hyperboloid surface.

[0023] S6: Arrange the pole positions on site according to the drawings;

[0024] S7: erect steel pipe support;

[0025] S8: Laying the first timber plank;

[0026] S9: Laying the second timber plank;

[0027] S10: Pre-lay the formwork and measure the elevation of the control points;

[0028] S11: Adjust the elevation of the control point;

[0029] S12: Large surface paving formwork;

[0030] S13: Re-measure the elevation of the control point;

[0031] S14: Establish the on-site model and compare it with the design model.

[0032] Compared with the prior art, the present invention has the following beneficial effects:

[0033] 1. The present invention selects contour lines with appropriate elevation differences for linear optimization, sets up supporting poles on the linear contour lines, and sets elevation control points on the bottom of the curved surface on both sides and in the middle of the same contour line after optimization and at the curved surface boundary along the contour line after optimization, so as to control the shape of the template. According to the accuracy requirements, when the elevation difference deviation between the contour line poles after optimization is greater than the acceptable deviation, the curved surface can be adjusted at the middle control point by bending the top steel pipe to form a V-shaped structure to ensure the construction accuracy. When the elevation difference is within the acceptable deviation, the top steel pipe can directly use a straight steel pipe to reduce the workload.

[0034] 2. The present invention adopts double-layer wood planks to construct the support system. The first wood plank is erected on two top horizontal support steel pipes. It is a short steel pipe used to simulate the slope of the curved surface between two non-parallel steel pipes to ensure the construction accuracy of the curved surface. The second wood plank is placed flat and fixed to the first wood plank at both ends of the two non-parallel top horizontal support steel pipes in equal proportion, avoiding the influence of the angle formed by the first wood plank and improving the construction accuracy of the special-shaped hyperbolic surface. When the top horizontal support steel pipe is a V-shaped structure, the second wood plank is divided into left and right parts. When the top steel pipe is a straight steel pipe, the second wood plank can be used as a contour line between the optimized contour lines. Both cases can significantly improve the construction quality of the special-shaped hyperbolic surface.

[0035] 3. The present invention adopts large-block wooden formwork for large-surface paving, which significantly improves the material turnover, reduces construction costs and workload, improves the surface quality of finished products, and reduces later manual repairs. BRIEF DESCRIPTION OF THE DRAWINGS

[0036] Figure 1 It is a cross-sectional schematic diagram of the support system of the present invention;

[0037] Figure 2 It is a schematic diagram of contour optimization and control point distribution of the present invention;

[0038] Figure 3 This is a schematic diagram of the top horizontal support steel pipe structure of the present invention;

[0039] Figure 4 This is a schematic diagram of the first wooden structure of the present invention;

[0040] Figure 5 This is a schematic diagram of the second wooden structure of the present invention;

[0041] Figure 6 This is a schematic diagram of the structure of the template of the present invention;

[0042] Figure 7 This is a schematic diagram comparing the effects of the fitting model and the design model of the present invention;

[0043] Figure 8 It is a schematic diagram of the construction process of the present invention.

[0044] In the figure: 1. Special-shaped hyperboloid; 2. Formwork; 3. First row of timber; 4. Second row of timber; 5. Steel pipe bracket; 6. Fasteners; 7. Wall; 8. Concrete floor cushion; 9. Original special-shaped hyperboloid contour; 10. Optimized contour; 11. Supplementary contour; 12. Elevation control point of the middle part of the bracket; 13. Elevation control point of the edge of the bracket; 14. Elevation control point of the edge of the special-shaped hyperboloid; 15. Top horizontal support steel pipe; 16. Design model; 17. Site model; 151. V-shaped horizontal support steel pipe; 152. Straight horizontal support steel pipe; 301. Adjacent junction of the first row of timber; 302. Overlap angle. DETAILED DESCRIPTION

[0045] The technical solutions in the embodiments of the present invention will be described clearly and completely below in conjunction with the drawings in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, rather than all the embodiments.

[0046] Reference Figure 1-Figure 8 A special-shaped hyperbolic formwork support mechanism, including a special-shaped hyperbolic formwork support mechanism arranged between a wall 7 and a concrete floor cushion 8, the special-shaped hyperbolic formwork support mechanism includes a formwork 2, a plurality of first wooden squares 3, a plurality of second wooden squares 4, a steel pipe bracket 5 and a plurality of fasteners 6, the steel pipe bracket 5 is fixedly constructed by a plurality of steel pipes and a plurality of fasteners 6 as a bottom support, the first wooden square 3 is a short wooden square, the second wooden square 4 is a long wooden square, and a double-layer wooden square is used to set up a support system, the first wooden square 3 is set up on two top horizontal support steel pipes 15, which are short steel pipes, for simulating a curved surface The slope between the two non-parallel steel pipes ensures the construction accuracy of the curved surface. A plurality of top horizontal supporting steel pipes 15 are fixed on the top of the steel pipe bracket 5 by fasteners 6. A plurality of first wooden squares 3 are respectively set up between the two top horizontal supporting steel pipes 15. There is an adjacent junction 301 of the first wooden squares between the two top horizontal supporting steel pipes 15. There is an overlap angle 302 between the first wooden squares 3 and the steel pipe bracket 5. The overlap angle 302 between the first wooden squares 3 and the steel pipe bracket 5 changes irregularly between the two top horizontal supporting steel pipes 15, which conforms to the characteristics of the special-shaped hyperboloid and improves the construction accuracy.

[0047] The second wooden square 4 is fixed on top of the first wooden square 3 in a flat manner. The second wooden square 4 is fixed on the first wooden square 3 in a flat manner at both ends of two non-parallel top horizontal supporting steel pipes 15 in equal proportion, avoiding the influence of the angle formed by the first wooden square 3 and improving the construction accuracy of the special-shaped hyperbolic surface modeling. The template 2 is fixed on top of the second wooden square 4.

[0048] In the present invention, the top horizontal supporting steel pipe 15 is fixedly connected by using two fasteners 6, and the first wooden square 3 and the top horizontal supporting steel pipe 15 are fixed by using iron wires to increase the stability and strength of the connection.

[0049] In particular, the second wooden beam 4 is fixed on the first wooden beam 3 in equal proportion between the two non-parallel top horizontal supporting steel pipes 15, avoiding the influence of the angle formed by the first wooden beam 3 and improving the construction accuracy of the special-shaped hyperbolic surface modeling.

[0050] It should be noted that the second wooden square 4 and the first wooden square 3 are fixed with iron nails, and the template 2 and the second wooden square 4 are fixed with iron nails. The iron nail fixation is more stable, and the template 2 and the second wooden square 4 are fitted together to form a special-shaped hyperbolic shape.

[0051] In the present invention, the thickness of the template 2 is 10 mm and a large template 2 is used to splice the special-shaped hyperbolic panel. The first wooden squares 3 at the adjacent junctions 301 are offset and overlapped by 100 mm.

[0052] The present invention also proposes a support system for a special-shaped hyperboloid template mechanism, which is used to construct a support system for a special-shaped hyperboloid template, including an original special-shaped hyperboloid contour line 9 and an optimized contour line 10, wherein the optimized contour line 10 is formed by optimizing the original special-shaped hyperboloid contour line 9 of the special-shaped hyperboloid three-dimensional model in a curved manner instead of a straight one, and the steel pipe support 5 is arranged by calculating the optimized contour line 10, and also includes a supplementary contour line 11, a support middle elevation control point 12, a support edge elevation control point 13 and a special-shaped hyperboloid edge elevation control point 14. Control point 14, the elevation control point 12 in the middle of the support, the elevation control point 13 at the edge of the support and the elevation control point 14 at the edge of the special-shaped hyperboloid are used to control the elevation of the template 2 at the control point, and the supplementary contour line 11 is used to provide a fixed position for the first wooden square 3 to reduce its cantilever length and improve the safety of construction. The on-site elevations of the elevation control point 12 in the middle of the support, the elevation control point 13 at the edge of the support and the elevation control point 14 at the edge of the special-shaped hyperboloid are used to establish a on-site model 17 for comparison with the design model 16 and for joint molding with other professional models.

[0053] In the present invention, the original irregular hyperbolic surface contour lines 9 are extracted from the irregular hyperbolic surface three-dimensional model in the manner of equal elevation difference. When the original irregular hyperbolic surface contour lines 9 are extracted, the horizontal distance between the contour lines should be within the arrangement distance of the steel pipe support 5.

[0054] In particular, the shape of the original special-shaped hyperboloid contour line 9 is slightly curved, the optimized contour line 10 is non-parallel, and the top horizontal supporting steel pipe 15 is arranged along the direction of the optimized contour line 10.

[0055] It should be noted that the maximum deviation between the on-site elevation and theoretical elevation of the elevation control point 12 in the middle of the bracket, the elevation control point 13 at the edge of the bracket, and the elevation control point 14 at the edge of the special-shaped hyperboloid is 10 mm. When the elevation difference between the elevation control point 12 in the middle of the bracket and the elevation control point 13 at the edge of the bracket exceeds 10 mm, the top horizontal support steel pipe 15 is bent at the elevation control point 12 in the middle of the bracket to form a V-shaped horizontal support steel pipe 151 to meet the elevation requirements. At the middle control point, the curved surface can be adjusted by bending the top steel pipe to form a V-shaped structure to ensure the construction. When the elevation difference between the elevation control point 12 in the middle of the bracket and the elevation control point 13 at the edge of the bracket does not exceed 10 mm, the top horizontal support steel pipe 15 is a straight horizontal support steel pipe 152, and the second wooden square 4 is divided into left and right parts when the top horizontal support steel pipe 15 is a V-shaped horizontal support steel pipe 151. When the top horizontal support steel pipe 15 is a straight horizontal support steel pipe 152, when the elevation difference is within the acceptable deviation, the top steel pipe can directly use a straight steel pipe to reduce the workload, and the second wooden square 4 is used as the contour line between the optimized contour lines 10.

[0056] The present invention also provides a construction method for a special-shaped hyperbolic formwork support system, which is used to construct a special-shaped hyperbolic formwork support system, comprising the following steps:

[0057] S1: Establish or obtain a three-dimensional model of a special-shaped hyperbolic surface;

[0058] S2: Extract the contour lines of the three-dimensional model. The contour lines are extracted in the form of equal elevation differences. The extracted contour lines need to be projected on the plane. Contour lines can also be extracted according to different elevation differences. It is necessary to ensure that the distance between two contour lines on the plane is not greater than the calculated distance of the steel pipe support 5;

[0059] S3: Optimize the contour lines by partition, and partition the area according to the characteristics of the plate beam of the special-shaped hyperboloid surface. In each area, the original contour line 9 of the special-shaped hyperboloid surface is optimized by replacing the straight line with the curved line to form the optimized contour line 10;

[0060] S4: Arrange the steel pipe uprights along the optimized contour line 10 according to the calculated spacing requirements;

[0061] S5: Set control points along the optimized contour line 10, which should include the elevation control point 12 of the middle part of the bracket, the elevation control point 13 of the edge of the bracket, and the elevation control point 14 of the edge of the special-shaped hyperboloid;

[0062] S6: Arrange the pole positions on site according to the drawings;

[0063] S7: erecting steel pipe support 5;

[0064] S8: Laying the first wooden plank 3;

[0065] S9: Laying the second wooden plank 4;

[0066] S10: pre-laying formwork 2 and measuring the elevation of control points;

[0067] S11: Adjust the elevation of the control point;

[0068] S12: Large surface paving template 2;

[0069] S13: Re-measure the elevation of the control point;

[0070] S14: Establishing the on-site model 17 and comparing it with the design model 16.

[0071] The above description is only a preferred specific implementation manner of the present invention, but the protection scope of the present invention is not limited thereto. Any technician familiar with the technical field can make equivalent replacements or changes according to the technical scheme and inventive concept of the present invention within the technical scope disclosed by the present invention, which should be covered by the protection scope of the present invention.

Claims

1. A special-shaped hyperbolic template support mechanism, characterized in that: The invention comprises a special-shaped hyperbolic formwork support mechanism arranged between a wall (7) and a concrete floor cushion layer (8), the special-shaped hyperbolic formwork support mechanism comprising a formwork (2), a plurality of first wooden strips (3), a plurality of second wooden strips (4), a steel pipe support (5) and a plurality of fasteners (6), the steel pipe support (5) being fixedly constructed by a plurality of steel pipes and a plurality of fasteners (6) as a bottom support, the first wooden strips (3) being short wooden strips, the second wooden strips (4) being long wooden strips, and the top of the steel pipe support (5) being fixedly fastened by fasteners The component (6) is fixed with a plurality of top horizontal supporting steel pipes (15), the plurality of the first wooden beams (3) are respectively laid between the two top horizontal supporting steel pipes (15), there is an adjacent junction (301) of the first wooden beams between the two top horizontal supporting steel pipes (15), there is an overlap angle (302) between the first wooden beams (3) and the steel pipe bracket (5), and the overlap angle (302) between the first wooden beams (3) and the steel pipe bracket (5) changes irregularly between the two top horizontal supporting steel pipes (15); The second row of wooden beams (4) is fixed above the first row of wooden beams (3) in a horizontal manner, and the template (2) is fixed above the second row of wooden beams (4).

2. A special-shaped hyperbolic template support mechanism according to claim 1, characterized in that: The top horizontal supporting steel pipe (15) is fixedly connected by means of two fasteners (6), and the first wooden square (3) and the top horizontal supporting steel pipe (15) are fixed by means of iron wire.

3. The special-shaped hyperbolic template support mechanism according to claim 1, characterized in that: The second row of wooden beams (4) are fixed to the first row of wooden beams (3) in equal proportions between two non-parallel top horizontal supporting steel pipes (15).

4. The special-shaped hyperbolic template support mechanism according to claim 1, characterized in that: The second wooden beam (4) and the first wooden beam (3) are fixed by iron nails, the template (2) and the second wooden beam (4) are fixed by iron nails, and the template (2) and the second wooden beam (4) are fitted together to form a special-shaped hyperbolic shape.

5. A special-shaped hyperbolic template support mechanism according to claim 4, characterized in that: The thickness of the template (2) is 10 mm and a large template (2) is used to splice the special-shaped hyperbolic panel. The first wooden planks (3) at the adjacent junctions (301) of the first wooden planks are mutually offset and overlapped by 100 mm.

6. A support system for a special-shaped hyperboloid formwork mechanism, used to construct the support system for a special-shaped hyperboloid formwork mechanism according to any one of claims 1 to 5, characterized in that: The invention comprises an original irregular hyperboloid contour line (9) and an optimized contour line (10), wherein the optimized contour line (10) is formed by optimizing the original irregular hyperboloid contour line (9) of the irregular hyperboloid three-dimensional model by replacing straight lines with curved lines, and the steel pipe support (5) is arranged by calculating the optimized contour line (10), and further comprises a supplementary contour line (11), a support middle elevation control point (12), a support edge elevation control point (13) and an irregular hyperboloid edge elevation control point (14), wherein the support middle elevation control point The point (12), the bracket edge elevation control point (13) and the special-shaped hyperboloid edge elevation control point (14) are used to control the elevation of the template (2) at the control point, the supplementary contour line (11) is used to provide a fixed position for the first wooden square (3) to reduce its cantilever length, and the site elevations of the bracket middle elevation control point (12), the bracket edge elevation control point (13) and the special-shaped hyperboloid edge elevation control point (14) are used to establish a site model (17) for comparison with the design model (16) and for joint molding with other professional models.

7. A special-shaped hyperbolic template support system according to claim 6, characterized in that: The original irregular hyperbolic surface contour lines (9) are extracted from the irregular hyperbolic surface three-dimensional model in the manner of equal elevation difference. When extracting the original irregular hyperbolic surface contour lines (9), the horizontal distance between the contour lines should be within the arrangement distance of the steel pipe support (5).

8. The support system of a special-shaped hyperbolic formwork mechanism according to claim 6, characterized in that: The shape of the original irregular hyperbolic contour line (9) is slightly curved, the optimized contour line (10) is non-parallel, and the top horizontal support steel pipe (15) is arranged along the direction of the optimized contour line (10).

9. The support system of a special-shaped hyperbolic formwork mechanism according to claim 6, characterized in that: The maximum deviation between the on-site elevation and the theoretical elevation of the elevation control point (12) in the middle of the support, the elevation control point (13) at the edge of the support, and the elevation control point (14) at the edge of the special-shaped hyperboloid is (10) mm. When the elevation difference between the elevation control point (12) in the middle of the support and the elevation control point (13) at the edge of the support exceeds 10 mm, the top horizontal support steel pipe (15) is bent at the elevation control point (12) in the middle of the support to form a V-shaped horizontal support steel pipe (151) to meet the elevation requirement. When the elevation difference between the top elevation control point (12) and the bracket edge elevation control point (13) does not exceed 10 mm, the top horizontal support steel pipe (15) is a straight horizontal support steel pipe (152), and the second wooden square (4) is divided into left and right parts when the top horizontal support steel pipe (15) is a V-shaped horizontal support steel pipe (151), and when the top horizontal support steel pipe (15) is a straight horizontal support steel pipe (152), the second wooden square (4) is used as a contour line between the optimized contour lines (10).

10. A construction method for a special-shaped hyperbolic formwork support system, used to construct the special-shaped hyperbolic formwork support system according to any one of claims 6 to 9, characterized in that: The following steps are involved: S1: Establish or obtain a three-dimensional model of a special-shaped hyperbolic surface; S2: extracting the contour lines of the three-dimensional model. The contour lines are extracted in the form of equal elevation differences. The extracted contour lines need to be projected onto a plane. Contour lines can also be extracted according to different elevation differences. It is necessary to ensure that the distance between two contour lines on the plane is not greater than the calculated distance of the steel pipe support (5). S3: Optimizing contour lines by zones, and dividing the zones according to the characteristics of the plate beam of the special-shaped hyperboloid. In each zone, the original contour line of the special-shaped hyperboloid (9) is optimized by replacing the straight line with the curved line to form an optimized contour line (10); S4: Arrange the steel pipe uprights along the optimized contour line (10) according to the calculated spacing requirements; S5: Control points are set along the optimized contour line 10. The control points should include the elevation control point of the middle part of the support (12), the elevation control point of the edge of the support (13), and the elevation control point of the edge of the special-shaped hyperboloid (14); S6: Arrange the pole positions on site according to the drawings; S7: erecting a steel pipe support (5); S8: Laying the first wooden plank (3); S9: Laying the second wooden plank (4); S10: pre-laying the formwork (2) and measuring the elevation of the control points; S11: Adjust the elevation of the control point; S12: Large surface paving template (2); S13: Re-measure the elevation of the control point; S14: Establish a site model (17) and compare it with the design model (16).

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