A double-twisted spiral glass curtain wall construction method based on BIM technology

By using BIM technology to adjust the installation sequence of columns, beams and lattice columns in the construction of double twisted spiral glass curtain walls, the problem of lifting the foot during construction of glass surface materials is solved, and the rapid, safe and high-quality installation of glass curtain walls is achieved.

CN116378263BActive Publication Date: 2025-05-09CHINA CONSTR SECOND BUREAU DECORATION ENG CO
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Patent Information

Application Number
CN202310173707.1
Authority / Receiving Office
CN · China
Patent Type
Patents(China)
Current Assignee / Owner
Filing Date
2023-02-28
Publication Date
2025-05-09
Estimated Expiration
2043-02-28

AI Technical Summary

Technical Problem

In the construction of double twisted spiral glass curtain wall, the vertical grid joints of the local glass surface are located between two turning lines, resulting in a foot-reel problem during the installation of the glass surface, affecting the construction rate, quality and safety.

Method used

The construction method based on BIM technology is adopted to adjust the construction sequence of columns, beams, grid columns and glass surface materials to ensure that the foot lifting problem is solved without changing the appearance of the glass curtain wall. The specific steps include modeling in BIM, dividing the glass curtain wall into different areas, and adjusting the installation order of columns, beams and grid columns to form an appropriate glass surface installation area.

Benefits of technology

It effectively solves the problem of lifting the foot in the construction of double twisted spiral glass curtain wall, improves the rapid installation efficiency of glass surface materials, ensures the hyperbolic effect and grid separation effect of the overall glass surface materials, and significantly improves the construction rate, quality and safety.

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Abstract

The present invention relates to the field of building glass curtain wall construction, and is a double twisted spiral glass curtain wall construction method based on BIM technology. The method comprises the following steps: S1, modeling in BIM, and dividing the glass curtain wall from bottom to top into A zone, B zone, and C zone; S2, in zone A, each layer is divided into 2 grids in the height direction and 8 grids in the width direction, forming a total of 16 grids; S3, in zone B, each layer is divided into 2 grids in the height direction and 8 grids in the width direction, forming a total of 16 grids; S4, in zone C, each layer is divided into 4 grids in the height direction and 16 grids in the width direction, forming a total of 64 grids; S5, after modeling in BIM is completed, during actual construction, construction can be carried out according to steps S1-S4. Without changing the appearance of the glass curtain wall, by adjusting the construction sequence of columns, beams, and glass surface materials, the problem of the partial glass surface materials tilting during installation during the construction of the double twisted spiral glass curtain wall is solved.
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Description

Technical Field

[0001] The invention relates to the field of building glass curtain wall construction, and in particular to a double-twisted spiral glass curtain wall construction method based on BIM technology. Background Art

[0002] With the vigorous development of the construction industry, architectural concepts are constantly updated, and many new types of buildings have emerged, especially large-scale public buildings with special shapes, all of which adopt steel structures and curtain wall structures with multiple curved surfaces, large spans, and complex spaces. In a project undertaken by our company, it is a 21-story decorative building with the main structural types: steel structure and concrete mixed structure; the glass curtain wall building is 64.3 meters high, 13 meters wide on all four sides, and 3.1 meters high. Each floor is twisted 4.5 degrees counterclockwise, with a total of 20 floors twisted 90 degrees. The overall shape is a hyperbolic glass curtain wall. To achieve the hyperbolic effect of the glass curtain wall, we must first consider the hyperbolic shape of the internal keel and the grid effect of the glass surface material.

[0003] The section from 20m to 46m is divided into 16 equal parts, each with a width of 813mm, with 8 vertical partition seams located between the two turning lines, and the keel protruding outwards; Figure 1 As shown in the figure, if the glass curtain wall is constructed according to the original drawing, four grid columns JE, BD, FG, and JG and six glass panels need to be installed in the glass panel installation area of ​​each grid; because the main building body twists 4.5 degrees counterclockwise on each floor, the six glass panels also need to be bent to a certain extent to meet the fit installation of the six glass panels and the overall hyperbolic effect of the glass curtain wall; however, because the two quadrilateral glass panels JHDE and BFGH are non-coplanar quadrilaterals, there will be a 15mm warping problem at the H angle of the two quadrilateral glass panels JHDE and BFGH, making it impossible for the two quadrilateral glass panels JHDE and BFGH to be fit installed.

[0004] Therefore, how to optimize the construction process to ensure that the H angles of the two quadrilateral glass surface materials JHDE and BFGH will not curl up, ensure the hyperbolic effect of the overall glass surface material, quickly complete the installation and construction of the glass curtain wall, and greatly improve the construction speed, quality and safety are technical problems that need to be urgently solved by technical personnel in this field. Summary of the invention

[0005] The present invention aims to solve the above problems, and thus provides a double-twisted spiral glass curtain wall construction method based on BIM technology. By utilizing the advantages of BIM technology and adjusting the construction sequence of columns, beams and glass surface materials without changing the appearance of the glass curtain wall, the problem that during the construction of the double-twisted spiral glass curtain wall, the vertical partition seam position of the local glass surface material is between two turning lines, the keel protrudes outward, and the glass surface material will warp when installed at this position is solved.

[0006] The present invention solves the above-mentioned problem by adopting the following technical solution:

[0007] A double-twisted spiral glass curtain wall construction method based on BIM technology, wherein the glass curtain wall is an overall tetrahedral structure, wherein the four facades of the tetrahedral structure are all spirally twisted surfaces, and each facade is twisted from bottom to top and from outside to inside, comprising the following steps:

[0008] S1. Modeling in BIM, dividing the glass curtain wall from bottom to top into Area A, Area B, and Area C according to the shape and combination of glass surface materials on the glass curtain wall;

[0009] S1-1, the height of Zone A is below 20 meters, the height of Zone B is between 20 meters and 46 meters, and the height of Zone C is between 46 meters and 64.3 meters;

[0010] S2. In area A, each layer is divided into 2 grids in the height direction and 8 grids in the width direction, forming a total of 16 grids;

[0011] S2-1. In each partition, first install AD columns and BC columns, then install AB beams and DC beams, and then install BD partition columns, thereby forming ABD glass surface material installation areas and BCD glass surface material installation areas;

[0012] S2-2, install the ABD glass surface material and the BCD glass surface material to the glass surface material area accordingly;

[0013] S2-3. In each grid, grid joints are provided on the grid columns between the glass surface materials;

[0014] S3. In area B, each layer is divided into 2 grids in the height direction and 8 grids in the width direction, forming a total of 16 grids;

[0015] S3-1. The installation order of the columns and beams in each compartment of Area B is the same as that of Area A;

[0016] S3-2. In area B, point J is set in the middle of the AB beam, point G is set in the middle of the DC beam, and point H is set in the middle of the BD grid column; JH grid columns are installed between points J and H, and HG grid columns are installed between points H and G; point E is set in the middle of the AD column, and point F is set in the middle of the BC column; JE grid columns are installed between points J and E, and FG grid columns are installed between points F and G; thereby forming AJE glass surface material installation area, JHDE glass surface material installation area, HGD glass surface material installation area, JBH glass surface material installation area, BFGH glass surface material installation area, and FCG glass surface material installation area;

[0017] S3-3. Install AJE glass surface materials, JHDE glass surface materials, HGD glass surface materials, JBH glass surface materials, BFGH glass surface materials and FCG glass surface materials to the glass surface material areas accordingly;

[0018] S3-4. In each grid, grid joints are provided on the grid columns between the glass surface materials;

[0019] S4. In area C, each layer is divided into 4 grids in the height direction and 16 grids in the width direction, forming a total of 64 grids;

[0020] S4-1. In each grid, first install KN columns and LM columns, then install KL beams and NM beams, and then install LN grid columns, thereby forming KLN glass surface material installation areas and LMN glass surface material installation areas;

[0021] S4-2. In each grid, point O is set in the middle of the KN column, point P is set in the middle of the LM column, and point Q is set in the middle of the LN grid column; OQ grid columns are installed between points O and Q, and QP grid columns are installed between points Q and P, thereby forming KLQO glass surface material installation areas, LPQ glass surface material installation areas, QON glass surface material installation areas, and PMNQ glass surface material installation areas;

[0022] S4-3. Install KLQO glass surface materials, LPQ glass surface materials, QON glass surface materials and PMNQ glass surface materials to the glass surface material area accordingly;

[0023] S4-4. In each grid, grid joints are provided on the grid columns between the glass surface materials;

[0024] S5. After the modeling is completed in BIM, the actual construction can be carried out according to steps S1-S4.

[0025] Preferably, a further technical solution of the present invention is:

[0026] In step S3, the JH grid columns and HG grid columns in each grid of area B are eliminated to form AJE glass surface material installation areas, FCG glass surface material installation areas, JBDE glass surface material installation areas and BFGD glass surface material installation areas; the JH grid seams and HG grid seams in each grid of area B are eliminated, and the JHDE glass surface material and the JBH glass surface material are merged to form the JBDE glass surface material, and the BFGH glass surface material and the HGD glass surface material are merged to form the BFGD glass surface material; the JBDE glass surface material and the BFGD glass surface material are installed correspondingly to the glass surface material areas.

[0027] The JBDE glass surface material and the BFGD glass surface material are isosceles trapezoidal structures with equal areas.

[0028] The AJE glass surface material installation area and the FCG glass surface material installation area are correspondingly installed with AJE glass surface materials and FCG glass surface materials, and the AJE glass surface materials and the FCG glass surface materials are triangular structures with equal areas.

[0029] In step S4, the KLQO glass surface material and the PMNQ glass surface material are trapezoidal structures with equal areas.

[0030] In step S4, the LPQ glass surface material and the QON glass surface material are triangular structures with equal areas.

[0031] In step S3, the lengths of the JH grid joints and the HG grid joints are consistent.

[0032] In step S3, the lengths of the JE grid joints and the FG grid joints are consistent.

[0033] In step S3, the JE grid slits, the FG grid slits and the BD grid slits are parallel to each other.

[0034] Compared with the prior art, the present invention adopting the above technical solution has the following outstanding features:

[0035] The present invention utilizes the advantages of BIM technology and adjusts the construction sequence of columns, beams, grid columns and glass surface materials without changing the appearance of the glass curtain wall. The present invention solves the problem that during the construction of the double-twisted spiral glass curtain wall, the vertical grid joint of the local glass surface material is located between the two turning lines and the keel protrudes outward, and the glass surface material will tilt when installed at this position; solves the problem that the installation and positioning construction of the double-twisted spiral glass curtain wall is difficult; ensures the rapid installation of the glass surface material, and also ensures the hyperbolic effect of the overall glass surface material and the grid effect of the glass surface material, and greatly improves the construction speed, quality and safety. BRIEF DESCRIPTION OF THE DRAWINGS

[0036] Figure 1 It is a schematic diagram of the main view structure of the original image of the present invention;

[0037] Figure 2 It is a schematic diagram of the facade structure of the present invention;

[0038] Figure 3 This is a partial schematic diagram of the main viewing structure of area A of the present invention. Figure 1 ;

[0039] Figure 4 It is a partial schematic diagram of the main viewing structure of area B of the present invention;

[0040] Figure 5 It is a partial schematic diagram of the main viewing structure of the C area of ​​the present invention;

[0041] Figure 6 This is a partial schematic diagram of the main viewing structure of area A of the present invention. Figure 2 ;

[0042] In the figure: 1. A area; 11. AD column; 12. BC column; 13. AB beam; 14. DC beam; 15. BD column; 16. ABD glass surface material; 17. BCD glass surface material; 2. B area; 21. J point; 22. G point; 23. H point; 24. JH column; 25. HG column; 26. E point; 27. F point; 28. JE column; 29. ​​FG column; 210. AJE glass surface material; 211. JHDE glass surface material; 212. HGD glass surface material; 213. JBH glass Glass surface material; 214, BFGH glass surface material; 215, FCG glass surface material; 216, JBDE glass surface material; 217, BFGD glass surface material; 3, C area; 31, KN column; 32, LM column; 33, KL beam; 34, NM beam; 35, LN grid column; 36, O point; 37, P point; 38, Q point; 39, OQ grid column; 311, QP grid column; 312, KLQO glass surface material; 313, LPQ glass surface material; 314, QON glass surface material; 315, PMNQ glass surface material. DETAILED DESCRIPTION

[0043] The following description of the embodiments will help the public better understand the present invention, but the specific embodiments given by the applicant cannot and should not be regarded as limitations on the technical solutions of the present invention. Any changes to the definitions of components or technical features and / or formal but not substantial changes to the overall structure should be regarded as the scope of protection defined by the technical solutions of the present invention.

[0044] See also Figures 2 to 6 As shown, the technical solution of the present invention is as follows:

[0045] A double-twisted spiral glass curtain wall construction method based on BIM technology, wherein the glass curtain wall is an overall tetrahedral structure, wherein the four facades of the tetrahedral structure are all spirally twisted surfaces, and each facade is twisted from bottom to top and from outside to inside, comprising the following steps:

[0046] S1. Modeling in BIM, according to the shape and combination of glass surface materials on the glass curtain wall, the glass curtain wall is divided from bottom to top into A zone 1, B zone 2, and C zone 3;

[0047] S1-1, the height of Zone A 1 is: less than 20 meters, the height of Zone B 2 is: 20 meters to 46 meters, and the height of Zone C 3 is: 46 meters to 64.3 meters;

[0048] S2. In area A 1, each layer is divided into 2 grids in the height direction and 8 grids in the width direction, forming a total of 16 grids;

[0049] S2-1, in each sub-grid, first install AD columns 11 and BC columns 12, then install AB beams 13 and DC beams 14, and then install BD sub-grid columns 15, thereby forming ABD glass surface material 16 installation area and BCD glass surface material 17 installation area;

[0050] S2-2, install the ABD glass surface material 16 and the BCD glass surface material 17 to the glass surface material area accordingly;

[0051] S2-3. In each grid, grid joints are provided on the grid columns between the glass surface materials;

[0052] S3. In area B 2, each layer is divided into 2 grids in the height direction and 8 grids in the width direction, forming a total of 16 grids;

[0053] The installation order of the columns and beams in each compartment of S3-1 and B-2 is the same as that of A-1;

[0054] S3-2, in the B area 2, a J point 21 is set in the middle of the AB beam 13, a G point 22 is set in the middle of the DC beam 14, and an H point 23 is set in the middle of the BD grid column 15; a JH grid column 24 is installed between the J point 21 and the H point 23, and an HG grid column 25 is installed between the H point 23 and the G point 22; an E point 26 is set in the middle of the AD column 11, and an F point 27 is set in the middle of the BC column 12; a JE grid column 28 is installed between the J point 21 and the E point 26, and an FG grid column 29 is installed between the F point 27 and the G point 22; thereby forming an AJE glass surface material 210 installation area, a JHDE glass surface material 211 installation area, a HGD glass surface material 212 installation area, a JBH glass surface material 213 installation area, a BFGH glass surface material 214 installation area, and a FCG glass surface material 215 installation area;

[0055] S3-3, install the AJE glass surface material 210, the JHDE glass surface material 211, the HGD glass surface material 212, the JBH glass surface material 213, the BFGH glass surface material 214 and the FCG glass surface material 215 to the glass surface material area accordingly;

[0056] S3-4. In each grid, grid joints are provided on the grid columns between the glass surface materials;

[0057] S4. In area C 3, each layer is divided into 4 grids in the height direction and 16 grids in the width direction, forming a total of 64 grids;

[0058] S4-1, first install KN columns 31 and LM columns 32 in each grid, then install KL beams 33 and NM beams 34, and then install LN grid columns 35, thereby forming KLN glass surface material installation areas and LMN glass surface material installation areas;

[0059] S4-2. In each grid, an O point 36 is set in the middle of the KN column 31, a P point 37 is set in the middle of the LM column 32, and a Q point 38 is set in the middle of the LN grid column 35; an OQ grid column 39 is installed between the O point 36 and the Q point 38, and a QP grid column 311 is installed between the Q point 38 and the P point 37, thereby forming a KLQO glass surface material 312 installation area, a LPQ glass surface material 313 installation area, a QON glass surface material 314 installation area, and a PMNQ glass surface material 315 installation area;

[0060] S4-3, install the KLQO glass surface material 312, LPQ glass surface material 313, QON glass surface material 314 and PMNQ glass surface material 315 to the glass surface material area accordingly;

[0061] S4-4. In each grid, grid joints are provided on the grid columns between the glass surface materials;

[0062] S5. After the modeling is completed in BIM, the actual construction can be carried out according to steps S1-S4.

[0063] In step S3, the JH grid column 24 and the HG grid column 25 in each grid of area B 2 are cancelled, thereby forming an AJE glass surface material 210 installation area, an FCG glass surface material 215 installation area, a JBDE glass surface material 216 installation area, and a BFGD glass surface material 217 installation area; the JH grid seam and the HG grid seam in each grid of area B 2 are cancelled, and the JHDE glass surface material 211 and the JBH glass surface material 213 are merged to form a JBDE glass surface material 216, a BFGD glass surface material 214. and HGD glass surface material 212 to form BFGD glass surface material 217; JBDE glass surface material 216 and BFGD glass surface material 217 can be installed correspondingly in the glass surface material area; the above-mentioned structural setting optimizes the combination method of glass surface materials on the glass curtain wall, increases the area of ​​glass surface materials, changes the shape of glass surface materials, solves the problem of 15mm warping of the H angle of the two quadrilateral glass surface materials JHDE and BFGH, and enables the two quadrilateral glass surface materials JHDE and BFGH to be installed in a close fit.

[0064] The JBDE glass surface material 216 and the BFGD glass surface material 217 are isosceles trapezoidal structures with equal areas.

[0065] The AJE glass surface material 210 installation area and the FCG glass surface material 215 installation area are correspondingly installed with AJE glass surface material 210 and FCG glass surface material 215, and the AJE glass surface material 210 and the FCG glass surface material 215 are triangular structures with equal areas.

[0066] In step S4, the KLQO glass surface material 312 and the PMNQ glass surface material 315 are trapezoidal structures with equal areas.

[0067] In step S4 , the LPQ glass surface material 313 and the QON glass surface material 314 are triangular structures with equal areas.

[0068] In step S3, the lengths of the JH grid joints and the HG grid joints are consistent.

[0069] In step S3, the lengths of the JE grid joints and the FG grid joints are consistent.

[0070] In step S3, the JE grid slits, the FG grid slits and the BD grid slits are parallel to each other.

[0071] The present invention utilizes the advantages of BIM technology and adjusts the construction sequence of columns, beams, grid columns and glass surface materials without changing the appearance of the glass curtain wall. The present invention solves the problem that during the construction of the double-twisted spiral glass curtain wall, the vertical grid joint of the local glass surface material is located between the two turning lines and the keel protrudes outward, and the glass surface material will tilt when installed at this position; solves the problem that the installation and positioning construction of the double-twisted spiral glass curtain wall is difficult; ensures the rapid installation of the glass surface material, and also ensures the hyperbolic effect of the overall glass surface material and the grid effect of the glass surface material, and greatly improves the construction speed, quality and safety.

[0072] The above description is only a preferred feasible embodiment of the present invention, and does not limit the scope of rights of the present invention. All equivalent changes made using the contents of the present specification and its drawings are included in the scope of rights of the present invention.

Claims

1. A double-twisted spiral glass curtain wall construction method based on BIM technology, characterized in that: The glass curtain wall is a tetrahedron structure as a whole. The four facades of the tetrahedron structure are all spirally twisted surfaces. Each facade is twisted from bottom to top and from outside to inside, including the following steps: S1. Modeling in BIM, dividing the glass curtain wall from bottom to top into Area A, Area B, and Area C according to the shape and combination of glass surface materials on the glass curtain wall; S1-1, the height of Zone A is below 20 meters, the height of Zone B is between 20 meters and 46 meters, and the height of Zone C is between 46 meters and 64.3 meters; S2. In area A, each layer is divided into 2 grids in the height direction and 8 grids in the width direction, forming a total of 16 grids; S2-1. In each partition, first install AD columns and BC columns, then install AB beams and DC beams, and then install BD partition columns, thereby forming ABD glass surface material installation areas and BCD glass surface material installation areas; S2-2, install the ABD glass surface material and the BCD glass surface material to the glass surface material area accordingly; S2-3. In each grid, grid joints are provided on the grid columns between the glass surface materials; S3. In area B, each layer is divided into 2 grids in the height direction and 8 grids in the width direction, forming a total of 16 grids; S3-1. The installation order of the columns and beams in each compartment of Area B is the same as that of Area A; S3-2. In area B, point J is set in the middle of the AB beam, point G is set in the middle of the DC beam, and point H is set in the middle of the BD grid column; JH grid columns are installed between points J and H, and HG grid columns are installed between points H and G; point E is set in the middle of the AD column, and point F is set in the middle of the BC column; JE grid columns are installed between points J and E, and FG grid columns are installed between points F and G; thereby forming AJE glass surface material installation area, JHDE glass surface material installation area, HGD glass surface material installation area, JBH glass surface material installation area, BFGH glass surface material installation area, and FCG glass surface material installation area; S3-3. Install AJE glass surface materials, JHDE glass surface materials, HGD glass surface materials, JBH glass surface materials, BFGH glass surface materials and FCG glass surface materials to the glass surface material areas accordingly; S3-4. In each grid, grid joints are provided on the grid columns between the glass surface materials; S4. In area C, each layer is divided into 4 grids in the height direction and 16 grids in the width direction, forming a total of 64 grids; S4-1. In each grid, first install KN columns and LM columns, then install KL beams and NM beams, and then install LN grid columns, thereby forming KLN glass surface material installation areas and LMN glass surface material installation areas; S4-2. In each grid, point O is set in the middle of the KN column, point P is set in the middle of the LM column, and point Q is set in the middle of the LN grid column; OQ grid columns are installed between points O and Q, and QP grid columns are installed between points Q and P, thereby forming KLQO glass surface material installation areas, LPQ glass surface material installation areas, QON glass surface material installation areas, and PMNQ glass surface material installation areas; S4-3. Install KLQO glass surface materials, LPQ glass surface materials, QON glass surface materials and PMNQ glass surface materials to the glass surface material area accordingly; S4-4. In each grid, grid joints are provided on the grid columns between the glass surface materials; S5. After the modeling is completed in BIM, the actual construction can be carried out according to steps S1-S4.

2. The double-twisted spiral glass curtain wall construction method based on BIM technology according to claim 1 is characterized in that: In step S3, the JH grid columns and HG grid columns in each grid of area B are eliminated to form AJE glass surface material installation areas, FCG glass surface material installation areas, JBDE glass surface material installation areas and BFGD glass surface material installation areas; the JH grid seams and HG grid seams in each grid of area B are eliminated, and the JHDE glass surface material and the JBH glass surface material are merged to form the JBDE glass surface material, and the BFGH glass surface material and the HGD glass surface material are merged to form the BFGD glass surface material; the JBDE glass surface material and the BFGD glass surface material are installed correspondingly to the glass surface material areas.

3. The double-twisted spiral glass curtain wall construction method based on BIM technology according to claim 2 is characterized in that: The JBDE glass surface material and the BFGD glass surface material are isosceles trapezoidal structures with equal areas.

4. The double-twisted spiral glass curtain wall construction method based on BIM technology according to claim 2 is characterized in that: The AJE glass surface material installation area and the FCG glass surface material installation area are correspondingly installed with AJE glass surface materials and FCG glass surface materials, and the AJE glass surface materials and the FCG glass surface materials are triangular structures with equal areas.

5. The double-twisted spiral glass curtain wall construction method based on BIM technology according to claim 1 is characterized in that: In step S4, the KLQO glass surface material and the PMNQ glass surface material are trapezoidal structures with equal areas.

6. The double-twisted spiral glass curtain wall construction method based on BIM technology according to claim 1 is characterized in that: In step S4, the LPQ glass surface material and the QON glass surface material are triangular structures with equal areas.

7. The double-twisted spiral glass curtain wall construction method based on BIM technology according to claim 1 is characterized in that: In step S3, the lengths of the JH grid joints and the HG grid joints are consistent.

8. The double-twisted spiral glass curtain wall construction method based on BIM technology according to claim 1 is characterized in that: In step S3, the lengths of the JE grid joints and the FG grid joints are consistent.

9. The double-twisted spiral glass curtain wall construction method based on BIM technology according to claim 1 is characterized in that: In step S3, the JE grid slits, the FG grid slits and the BD grid slits are parallel to each other.

Citation Information

Patent Citations

  • Bent, veneer-encapsulated heat-treated safety glass panels and methods of manufacture

    CA2931916A1

  • Point supporting torsion hyperboloid painted metal panel curtain wall

    CN110565855A