Assembly type machining platform system capable of solving stone thickness deviation

Abstract

The utility model discloses an assembly type processing platform system capable of solving thickness deviation of stones, which comprises a processing platform, a plurality of middle positioning adjusting points, a plurality of middle positioning adjusting points and a plurality of middle positioning adjusting points, the processing platform comprises a rectangular steel platform plate surface which is arranged on the uppermost layer of the processing platform, and the middle positioning adjusting points are arranged in the middle of the steel platform plate surface and are parallel to two long sides; a plurality of sets of height adjusting guide rails are arranged on the two sides of the middle positioning adjusting points and are parallel to the middle positioning adjusting points at intervals, a width adjusting guide rail is arranged between the two sets of height adjusting guide rails, stones are arranged on the steel platform plate face, and the stones are laid on the two sides of the middle positioning adjusting points to form a rectangular plate face. Connecting steel pieces are arranged on the outer sides of the two long edges of the rectangular plate face. The utility model can solve the common quality problems of the stone curtain wall, such as poor facade effect, uneven stone color difference, uneven flatness, uneven slab joints, improper stone pendant installation and the like, which are caused by stone processing thickness deviation.

Description

Technical Field

[0001] The utility model relates to the technical field of curtain walls, in particular to an assembled processing platform system capable of solving the thickness deviation of stone materials. Background Art

[0002] At present, stone curtain wall systems generally have problems such as excessive verticality and flatness of installation, uneven and blocked joints, uneven plate seams, on-site installation of stone keels, no quality assurance of high-altitude welding, and uneven thickness of produced stone panels. Such problems cause uneven decorative surfaces, a sense of drop, and affect the decorative effect of the facade. How to solve the uneven thickness of stone panels, ensure the verticality and flatness of installation, ensure smooth stone joints, uniform plate seams, reduce the amount of on-site high-altitude welding, and quickly install panels, perform three-dimensional adjustments, and quickly and reliably position after adjustment are practical problems faced by various curtain wall systems. Utility Model Content

[0003] The purpose of the utility model is to provide an assembled processing platform system which can solve the thickness deviation of stone materials, so as to solve the above-mentioned problems in the prior art.

[0004] In order to achieve the above-mentioned purpose, the utility model provides the following technical solutions: an assembled processing platform system that can solve the thickness deviation of stone, comprising: a processing platform, which includes a steel platform plate surface, the steel platform plate surface is rectangular, and is arranged on the top layer of the processing platform, a plurality of middle positioning adjustment points are arranged in the middle of the steel platform plate surface and parallel to the two long sides, a plurality of groups of height adjustment guide rails are arranged on both sides of the plurality of middle positioning adjustment points and at intervals along a direction perpendicular to the middle positioning adjustment points, a width adjustment guide rail is arranged between two groups of the height adjustment guide rails, stone is arranged above the steel platform plate surface, a plurality of the stones are laid on both sides of the middle positioning adjustment point and form a rectangular plate surface, connecting steel parts are arranged on the outer sides of the two long sides of the rectangular plate surface, a curtain wall steel frame is arranged above the rectangular plate surface, the rectangular plate surface is connected to a prefabricated steel corbel support through the curtain wall steel frame, and the prefabricated steel corbel support is fixedly connected to the main steel structure. In a preferred embodiment, a supporting keel is arranged below the steel platform deck, and the supporting keel includes a channel steel column and a channel steel beam. The channel steel beam is arranged above the channel steel column and fixedly connected to the steel platform deck upward. Angle steel secondary keels are connected between the multiple channel steel columns, and movable hubs are arranged at the lower ends of the multiple channel steel columns.

[0005] In a preferred embodiment, the middle positioning adjustment point includes a stainless steel rod, and the outside of the stainless steel rod is covered with a first rubber sleeve; multiple height adjustment rails are arranged in a row, and multiple rows are arranged parallel to the middle positioning adjustment point, and the height adjustment rail includes a height adjustment bolt hole, and a height adjustment rail is fixedly connected below the height adjustment bolt hole, and a height adjustment nut is passed through the height adjustment rail, the height adjustment bolt passes through the height adjustment rail, the height adjustment nut and the height adjustment bolt hole, and a second rubber sleeve is covered on the upper part of the height adjustment bolt.

[0006] In a preferred embodiment, the middle positioning adjustment point includes a stainless steel rod, and the stainless steel rod is covered with a first rubber sleeve; each group of the height adjustment guide rails is provided with a plurality of height adjustment guide rails, and the number of height adjustment guide rails in each group is equal and the setting positions are corresponding, the height adjustment guide rail includes a height adjustment bolt hole, under which a height adjustment rail is fixedly connected, a height adjustment nut is passed through the inside of the height adjustment rail, the height adjustment bolt passes through the height adjustment rail, the height adjustment nut and the height adjustment bolt hole, and a second rubber sleeve is covered on the upper part of the height adjustment bolt.

[0007] In a preferred embodiment, the stone is rectangular, and its two short sides are respectively abutted against the middle positioning adjustment point and the connecting steel parts, and its two long sides are abutted against the width adjustment guide rail. Two connecting angle steels are arranged on each side of its two short sides. Multiple stones are laid with multiple middle positioning adjustment points as the center, and the connecting angle steels on the stones laid on both sides of the middle positioning adjustment point are arranged in a row with the middle positioning adjustment point as the central axis.

[0008] In a preferred embodiment, the curtain wall steel frame is rectangular, including two long-side curtain wall steel keels and two short-side curtain wall steel keels, and two middle curtain wall steel keels parallel to the long-side curtain wall steel keels are arranged in the middle of the curtain wall steel frame, and both ends of the two middle curtain wall steel keels are arranged below the two short-side curtain wall steel keels of the curtain wall steel frame and fixedly connected to the two short sides of the curtain wall steel frame, the two curtain wall steel keels in the middle of the curtain wall steel frame are fixedly connected to the two rows of connecting angle steels in the middle, and the two long-side curtain wall steel keels at both ends of the curtain wall steel frame are respectively fixedly connected to the two rows of connecting angle steels on both sides.

[0009] In a preferred embodiment, a prefabricated steel corbel support is arranged in front of the main steel structure, and the prefabricated steel corbel support includes an L-shaped support plate, the vertical portion of the L-shaped support plate is fixedly connected to the main steel structure, two supporting vertical ribs are arranged below the L-shaped support plate, the vertical portion of the supporting vertical ribs is fixedly connected to the vertical portion of the L-shaped support plate, the horizontal portion of the supporting vertical ribs is fixedly connected to the horizontal portion of the L-shaped support plate, two positioning vertical ribs are arranged above the horizontal portion of the L-shaped support plate, the two positioning vertical ribs are perpendicular to the supporting vertical ribs, a curtain wall steel frame is sandwiched between the two positioning vertical ribs, vertical adjustment bolts are inserted above the curtain wall steel frame, horizontal adjustment bolts are inserted in the left and right directions, two positioning plate reinforcing vertical ribs are arranged on the outer sides of the two positioning vertical ribs, and the horizontal adjustment bolts are arranged on the positioning vertical ribs and located between the two positioning plate reinforcing vertical ribs.

[0010] In a preferred embodiment, the horizontal adjustment bolt includes a horizontal adjustment screw and a horizontal adjustment nut. A horizontal adjustment bolt hole is opened on the positioning vertical rib plate. The horizontal adjustment nut is welded on the back side of the positioning vertical rib plate and is located at the position of the horizontal adjustment bolt hole.

[0011] In a preferred embodiment, the vertical adjustment bolt includes a vertical adjustment screw and a vertical adjustment nut. A vertical adjustment bolt hole is opened at the upper end of the curtain wall steel frame. The vertical adjustment nut is welded to the upper side of the curtain wall steel frame and is located at the position of the vertical adjustment bolt hole.

[0012] In a preferred embodiment, prefabricated rotary steel bars are arranged above the curtain wall steel frame, and the prefabricated rotary steel bars include a connecting part and a rotating part arranged on both sides of the connecting part, the connecting part is arranged horizontally, and the rotating part is arranged vertically, the connecting part of the prefabricated rotary steel bar passes through the positioning vertical rib plate, the rotating part of the prefabricated rotary steel bar is arranged on the outside of the positioning vertical rib plate and is fixedly connected to the positioning vertical rib plate, the bottom of the connecting part of the prefabricated rotary steel bar is fixedly connected to the upper side surface of one side of the curtain wall steel frame, and the two positioning vertical rib plates are higher than the curtain wall steel frame. Connection holes for passing the prefabricated rotary steel bars are opened, and the connection holes are located on one side above the horizontal adjustment bolt.

[0013] Compared with the prior art, the utility model has the following characteristics and beneficial effects:

[0014] 1. The utility model can solve the common quality problems of stone curtain walls such as poor facade effect caused by stone processing thickness deviation, stone color difference, flatness, uneven plate seams, and inadequate installation of stone pendants;

[0015] 2. The utility model can realize the overall continuous hoisting of the keel and the panel, and can realize three-dimensional adjustment of up and down, front and back, left and right, avoiding high-altitude welding;

[0016] 3. The utility model is provided with three-dimensional adjustment bolts, which can realize the adjustment of larger spacing, and prefabricated rotating steel bars are provided, which can conveniently and reliably realize the fixing of the curtain wall steel frame. BRIEF DESCRIPTION OF THE DRAWINGS

[0017] The utility model is further described in detail below in conjunction with the accompanying drawings;

[0018] Figure 1 It is a schematic diagram of the overall structure of the utility model;

[0019] Figure 2 It is a schematic diagram of the overall structure decomposition of the utility model;

[0020] Figure 3 It is an exploded schematic diagram of the prefabricated steel support of the utility model;

[0021] Figure 4 It is a vertical cross-sectional view of the utility model;

[0022] Figure 5 It is a transverse cross-sectional view of the utility model;

[0023] Figure 6 It is a schematic diagram of the installation platform of the utility model;

[0024] Figure 7 This is a cross-sectional view of the installation platform of the utility model. Figure 1 ;

[0025] Figure 8 This is a cross-sectional view of the installation platform of the utility model. Figure 2 ;

[0026] Fig. 9 It is a schematic diagram of the middle positioning adjustment point and width adjustment guide rail of the installation platform of the utility model;

[0027] Fig.10 It is a schematic diagram of the height adjustment guide rail of the installation platform of the utility model;

[0028] Fig.11 It is a schematic diagram of the width and height adjustment of the installation platform and the stone installation of the utility model;

[0029] Fig.12 It is a schematic diagram of stone arrangement of the installation platform of the utility model;

[0030] Fig.13 The utility model is a connection diagram of the stone material of the installation platform and the curtain wall steel keel

[0031] intention;

[0032] Fig.14 It is an overall connection schematic diagram of the utility model.

[0033] In the figure: 1-main steel structure, 2-prefabricated steel bracket support, 21-L-shaped bracket

[0034] Plate, 22-supporting vertical rib plate, 23-positioning vertical rib plate, 24-positioning plate reinforcing vertical rib plate, 25-horizontal adjustment bolt hole, 26-vertical adjustment bolt hole, 27-connection hole, 3-prefabricated rotating steel bar, 31-rotation part, 32-connection part, 4-curtain wall steel frame, 5-horizontal adjustment bolt, 51-horizontal adjustment screw, 52-horizontal adjustment nut, 6-vertical adjustment bolt, 61-vertical adjustment screw, 62-vertical adjustment nut, 7-installation platform, 71-steel platform plate, 72-channel steel column, 73-channel steel beam, 7 4 - secondary keel of angle steel, 8 - middle positioning adjustment point, 81 - stainless steel rod, 82 - first rubber sleeve, 9 - width adjustment guide rail, 91 - width adjustment bolt hole, 92 - double-sided sticker, 93 - straightening angle steel, 94 - width adjustment nut, 95 - width adjustment bolt, 96 - width adjustment rail, 10 - height adjustment guide rail, 1001 - height adjustment bolt hole, 1002 - height adjustment rail, 1003 - height adjustment bolt, 1004 - height adjustment nut, 1005 - second rubber sleeve, 11 - movable wheel hub, 12 - stone. DETAILED DESCRIPTION

[0035] The technical solutions in the embodiments of the utility model are described clearly and completely below. The embodiments of the utility model and all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0036] Embodiment 1:

[0037] See the examples Figure 1 As shown in FIG. 14 , the utility model is an assembled processing platform system capable of solving the thickness deviation of stone materials, including a processing platform 7.

[0038] The processing platform 7 includes a steel platform plate 71, which is rectangular and arranged at the uppermost layer. A supporting keel is arranged below the steel platform plate 71, and the supporting keel includes a channel steel column 72 and a channel steel beam 73. The channel steel beam 73 is arranged above the channel steel column 72 and is fixedly connected to the steel platform plate 71 upward. An angle steel secondary keel 74 is connected between the plurality of channel steel columns 72, and a movable wheel hub 11 is arranged at the lower end of the plurality of channel steel columns 72. A plurality of middle positioning adjustment points 8 are arranged in the middle of the steel platform plate 71, and the middle positioning adjustment point 8 includes a stainless steel rod 81, and the stainless steel rod 81 is covered with a first rubber sleeve 82.

[0039] A plurality of groups of height adjustment guide rails 10 are arranged on both sides of the central positioning adjustment point 8 and are parallel to and spaced apart from the central positioning adjustment point 8. There are a plurality of height adjustment guide rails 10 in each group, and the number of height adjustment guide rails 10 in each group is equal and the arrangement positions are corresponding. The height adjustment guide rail 10 includes a height adjustment bolt hole 1001, under which a height adjustment rail 1002 is fixedly connected, a height adjustment nut 1004 is passed through the height adjustment rail 1002, the height adjustment nut 1004 and the height adjustment bolt hole 1001, a second rubber sleeve 1005 is sleeved on the upper part of the height adjustment bolt 1003, the height adjustment bolt 1003 can slide in the height adjustment rail 1002, and at the same time, by twisting the height adjustment nut 1004, the height adjustment bolt 1003 can be adjusted up and down, thereby adjusting the stone 12 to be flat.

[0040] A width adjustment rail 9 is arranged between the two sets of height adjustment rails 10. The width adjustment rail 9 includes a width adjustment bolt hole 91. A width adjustment track 96 is fixedly connected below the width adjustment bolt hole 91. A width adjustment nut 94 is passed through the width adjustment track 96. A width adjustment bolt 95 passes through the width adjustment rail 96, the width adjustment nut 94 and the width adjustment bolt hole 91, and is bolted to a straightening angle steel 93 with a double-sided sticker 92. The straightening angle steel 93 slides on the width adjustment rail 96 through the sliding of the width adjustment bolt 95, and is adjusted according to the width of the stone 12, thereby achieving the adjustment and smoothing of the thickness deviation between multiple stones.

[0041] Stone 12 is arranged above the steel platform plate 71. Multiple stones 12 are laid on both sides of the central positioning adjustment point 8 to form a rectangular plate. Connecting steel parts are arranged on the outer sides of the two long sides of the rectangular plate. A curtain wall steel frame 4 is arranged above the rectangular plate. The rectangular plate is connected to the prefabricated steel corbel support 2 through the curtain wall steel frame 4. The prefabricated steel corbel support 2 is fixedly connected to the main steel structure 1.

[0042] The prefabricated steel corbel support 2 is arranged in front of the main steel structure 1, and the prefabricated steel corbel support 2 includes an L-shaped support plate 21. The vertical part of the L-shaped support plate 21 is fixedly connected to the main steel structure 1, and two supporting vertical ribs 22 are arranged below the L-shaped support plate 21. The vertical part of the supporting vertical ribs 22 is fixedly connected to the vertical part of the L-shaped support plate 21, and the horizontal part of the supporting vertical ribs 22 is fixedly connected to the horizontal part of the L-shaped support plate 21. Two positioning vertical ribs 23 are arranged vertically and spaced apart from the supporting vertical ribs 22 above the horizontal part of the L-shaped support plate 21, and two positioning plate reinforcing vertical ribs 24 are arranged on the outer sides of the two positioning vertical ribs 23.

[0043] The stone 12 is rectangular, and its two short sides are respectively abutted against the middle positioning adjustment point 8 and the connecting steel parts, and its two long sides are abutted against the width adjustment guide rail 9. Two connecting angle steels are arranged on each side of its two short sides. Multiple stones 12 are laid with multiple middle positioning adjustment points 8 as the center, and two groups of connecting angle steels on the stones 12 laid on both sides of the middle positioning adjustment point 8 are respectively arranged with the middle positioning adjustment point 8 as the center axis. The curtain wall steel frame 4 is rectangular, including two long-side curtain wall steel keels and two short-side curtain wall steel keels. Two middle curtain wall steel keels parallel to the long-side curtain wall steel keels are arranged in the middle of the curtain wall steel frame 4. The two ends of the two middle curtain wall steel keels are arranged below the two short-side curtain wall steel keels of the curtain wall steel frame 4 and are fixedly connected to the two short sides of the curtain wall steel frame 4. The two curtain wall steel keels in the middle of the curtain wall steel frame 4 are fixedly connected to the two rows of connecting angle steels in the middle, and the two long-side curtain wall steel keels at both ends of the curtain wall steel frame 4 are respectively fixedly connected to the two groups of connecting angle steels on the left and right sides.

[0044] One side of the curtain wall steel frame 4 is set between two positioning vertical ribs 23, a vertical adjustment bolt 6 is inserted above the curtain wall steel frame 4, and a horizontal adjustment bolt 5 is inserted in the left and right directions. The horizontal adjustment bolt 5 includes a horizontal adjustment screw rod 51 and a horizontal adjustment nut 52. A horizontal adjustment bolt hole 25 is opened on the positioning vertical rib 23. The horizontal adjustment nut 52 is welded on the back side of the positioning vertical rib 23 and is located at the position of the horizontal adjustment bolt hole 25. The vertical adjustment bolt 6 includes a vertical adjustment screw rod 61 and a vertical adjustment nut 62. A vertical adjustment bolt hole 26 is opened at the upper end of the curtain wall steel frame 4. The vertical adjustment nut 62 is welded on the upper side of the curtain wall steel frame 4 and is located at the position of the vertical adjustment bolt hole 26. A prefabricated rotating steel bar 3 is arranged above one side of the curtain wall steel frame 4 arranged between two positioning vertical ribs 23. The prefabricated rotating steel bar 3 includes a connecting portion 32 and a rotating portion 31 arranged on both sides of the connecting portion 32. The connecting portion 32 is arranged horizontally, and the rotating portion 31 is arranged vertically. The connecting portion 32 of the prefabricated rotating steel bar 3 passes through the positioning vertical ribs 23. The rotating portions 31 of the prefabricated rotating steel bar 3 are arranged on both sides of the positioning vertical ribs 23 and are fixedly connected to the positioning vertical ribs 23. The bottom of the connecting portion 32 of the prefabricated rotating steel bar 3 that contacts the upper side surface of one side of the curtain wall steel frame 4 is fixedly connected to the upper side surface of one side of the curtain wall steel frame 4. A connecting hole 27 for the prefabricated rotating steel bar 3 to pass through is opened at a position where the two positioning vertical ribs 23 are higher than the curtain wall steel frame 4. The connecting hole 27 is located on the side above the horizontal adjustment bolt 5 that is not directly opposite.

[0045] Embodiment 2:

[0046] The curtain wall steel frame in the utility model includes various styles of curtain wall structures, not limited to facades, ceilings, roofs and other curtain walls. The assembled stone curtain wall panels in the utility model are suitable for non-open stone curtain walls of various shapes, including large surfaces, corners, column wrapping, beam wrapping, etc. The waterproofing of the curtain wall relies on the sealant between the panels.

[0047] The specific installation steps of this utility model are as follows:

[0048] Step 1: determine the form of the curtain wall steel frame 4 according to the actual construction situation, and then prefabricate the size of the prefabricated steel corbel support 2 in the factory.

[0049] Step 2: Prefabricated steel corbel support 2 is welded to the main steel structure 1.

[0050] Step three, according to the size of the stone 12 curtain wall, adjust the width and height of the processing platform 7 to the required size.

[0051] Step 4: Arrange the stones 12 in order on the processing platform 7, and adjust the positioning through the middle positioning adjustment point, the width adjustment guide rail, and the height adjustment guide rail to ensure the surface flatness of the stones 12.

[0052] Step 5: hoist the curtain wall steel frame 4 as a whole onto the arranged stones 12, make fine adjustments, and after adjusting the position, weld the stone 12 connection angle steel to the curtain wall steel frame 4 to complete the assembly of the assembled stone 12.

[0053] Step six, use a truck crane or a tower crane to hoist the plate composed of the stone 12 and the curtain wall steel frame 4 as a whole, install the curtain wall steel keel on more than two prefabricated steel corbel supports 2 arranged in parallel in the same row, and reserve adjustment and installation space between the curtain wall steel frame 4 and the prefabricated steel corbel supports 2.

[0054] Step seven, by rotating the horizontal adjustment bolts 5 and the vertical adjustment bolts 6, the curtain wall steel frame 4 is adjusted three-dimensionally in the vertical and horizontal directions.

[0055] Step eight, install the prefabricated rotating steel bar 3 on the prefabricated steel corbel support 2 through the connecting hole 27, and after rotation, make the connecting part 32 fully contact with the curtain wall steel frame 4, and weld and fix the connecting part 32 of the prefabricated rotating steel bar 3 to the curtain wall steel frame 4.

[0056] Step nine, the rotating part 31 of the prefabricated rotating steel bar 3 is then welded and fixed to the positioning vertical rib plate 23 to complete the reliable connection of the curtain wall steel frame 4.

[0057] Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that various changes, modifications, substitutions and variations may be made to the embodiments without departing from the principles and spirit of the present invention, and that the scope of the present invention is defined by the appended claims and their equivalents.

Claims

1. An assembled processing platform system capable of solving the problem of stone thickness deviation, characterized in that: include: A processing platform (7), the processing platform (7) comprising a steel platform surface (71), the steel platform surface (71) being rectangular and arranged at the topmost layer of the processing platform (7), a plurality of middle positioning adjustment points (8) being arranged in the middle of the steel platform surface (71) and parallel to the two long sides, a plurality of groups of height adjustment guide rails (10) being arranged at intervals on both sides of the plurality of middle positioning adjustment points (8) and in a direction perpendicular to the middle positioning adjustment points (8), the two groups of the height adjustment guide rails (10) being arranged at intervals 0), a width adjustment guide rail (9) is arranged between the steel platform plate surface (71), a stone material (12) is arranged above the steel platform plate surface (71), a plurality of the stone materials (12) are laid on both sides of the middle positioning adjustment point (8) to form a rectangular plate surface, connecting steel parts are arranged on the outer sides of the two long sides of the rectangular plate surface, a curtain wall steel frame (4) is arranged above the rectangular plate surface, the rectangular plate surface is connected to the prefabricated steel corbel support (2) through the curtain wall steel frame (4), and the prefabricated steel corbel support (2) is fixedly connected to the main steel structure (1).

2. The assembled processing platform system capable of solving the stone thickness deviation according to claim 1 is characterized in that: A supporting keel is arranged below the steel platform deck (71), and the supporting keel comprises a channel steel column (72) and a channel steel beam (73). The channel steel beam (73) is arranged above the channel steel column (72) and is fixedly connected to the steel platform deck (71) upwards. Angle steel secondary keels (74) are connected between the plurality of channel steel columns (72), and movable hubs (11) are arranged at the lower ends of the plurality of channel steel columns (72).

3. The assembled processing platform system capable of solving the stone thickness deviation according to claim 2 is characterized in that: The middle positioning adjustment point (8) comprises a stainless steel rod (81), and the stainless steel rod (81) is covered with a first rubber sleeve (82). Each group of the height adjustment guide rails (10) is provided with a plurality of height adjustment guide rails (10), and the height adjustment guide rails (10) of each group are equal in number and arranged at corresponding positions. The height adjustment guide rail (10) comprises a height adjustment bolt hole (1001), and a height adjustment rail (1002) is fixedly connected below the height adjustment bolt hole (1001). A height adjustment nut (1004) is inserted into the height adjustment rail (1002), and a height adjustment bolt (1003) passes through the height adjustment rail (1002), the height adjustment nut (1004) and the height adjustment bolt hole (1001). A second rubber sleeve (1005) is covered on the upper part of the height adjustment bolt (1003).

4. The assembled processing platform system capable of solving the stone thickness deviation according to claim 3 is characterized in that: The width adjustment guide rail (9) comprises a width adjustment bolt hole (91), a width adjustment track (96) is fixedly connected below the width adjustment bolt hole (91), a width adjustment nut (94) is inserted into the width adjustment track (96), and a width adjustment bolt (95) passes through the width adjustment track (96), the width adjustment nut (94) and the width adjustment bolt hole (91), and is bolted to a straightening angle steel (93) with a double-sided tape (92) attached thereto.

5. The assembled processing platform system capable of solving the stone thickness deviation according to claim 4 is characterized in that: The stone (12) is rectangular, and its two short sides are respectively in contact with the middle positioning adjustment point (8) and the connecting steel piece, and its two long sides are in contact with the width adjustment guide rail (9). Two connecting angle steels are arranged on each side of its two short sides. Multiple pieces of stone (12) are laid with multiple middle positioning adjustment points (8) as the center, and the connecting angle steels on the stones (12) laid on both sides of the middle positioning adjustment point (8) are arranged in four rows with the middle positioning adjustment point (8) as the center axis.

6. The assembled processing platform system capable of solving the stone thickness deviation according to claim 5 is characterized in that: The curtain wall steel frame (4) is rectangular and includes two long-side curtain wall steel keels and two short-side curtain wall steel keels. Two middle curtain wall steel keels parallel to the long-side curtain wall steel keels are arranged in the middle of the curtain wall steel frame (4). Both ends of the two middle curtain wall steel keels are arranged below the two short-side curtain wall steel keels of the curtain wall steel frame (4) and are fixedly connected to the two short sides of the curtain wall steel frame (4). The two curtain wall steel keels in the middle of the curtain wall steel frame (4) are fixedly connected to the two rows of connecting angle steels in the middle. The two long-side curtain wall steel keels at both ends of the curtain wall steel frame (4) are respectively fixedly connected to the two rows of connecting angle steels on both sides.

7. The assembled processing platform system capable of solving the stone thickness deviation according to claim 6 is characterized in that: The prefabricated steel corbel support (2) is arranged in front of the main steel structure (1), and the prefabricated steel corbel support (2) comprises an L-shaped support plate (21), the vertical portion of the L-shaped support plate (21) is fixedly connected to the main steel structure (1), two supporting vertical ribs (22) are arranged below the L-shaped support plate (21), the vertical portion of the supporting vertical ribs (22) is fixedly connected to the vertical portion of the L-shaped support plate (21), the horizontal portion of the supporting vertical ribs (22) is fixedly connected to the horizontal portion of the L-shaped support plate (21), and the upper portion of the horizontal portion of the L-shaped support plate (21) is fixedly connected to the upper portion of the L-shaped support plate (21). Two positioning vertical ribs (23) are arranged at intervals, the two positioning vertical ribs (23) are perpendicular to the supporting vertical ribs (22), a curtain wall steel frame (4) is sandwiched between the two positioning vertical ribs (23), vertical adjustment bolts (6) are inserted above the curtain wall steel frame (4), and horizontal adjustment bolts (5) are inserted in the left and right directions, two positioning plate reinforcement vertical ribs (24) are arranged on the outside of the two positioning vertical ribs (23), and the horizontal adjustment bolts (5) are arranged on the positioning vertical ribs (23) and between the two positioning plate reinforcement vertical ribs (24).

8. The assembled processing platform system capable of solving the stone thickness deviation according to claim 7 is characterized in that: The horizontal adjustment bolt (5) comprises a horizontal adjustment screw rod (51) and a horizontal adjustment nut (52); a horizontal adjustment bolt hole (25) is provided on the positioning vertical rib plate (23); and the horizontal adjustment nut (52) is welded to the back side of the positioning vertical rib plate (23) and is located at the position of the horizontal adjustment bolt hole (25).

9. The assembled processing platform system capable of solving the stone thickness deviation according to claim 8 is characterized in that: The vertical adjustment bolt (6) comprises a vertical adjustment screw rod (61) and a vertical adjustment nut (62); a vertical adjustment bolt hole (26) is provided at the upper end of the curtain wall steel frame (4); and the vertical adjustment nut (62) is welded to the upper side of the curtain wall steel frame (4) and is located at the position of the vertical adjustment bolt hole (26).

10. The assembled processing platform system capable of solving the stone thickness deviation according to claim 9 is characterized in that: A prefabricated rotating steel bar (3) is arranged above the curtain wall steel frame (4), and the prefabricated rotating steel bar (3) comprises a connecting portion (32) and rotating portions (31) arranged on both sides of the connecting portion (32), the connecting portion (32) is arranged horizontally, and the rotating portion (31) is arranged vertically, the connecting portion (32) of the prefabricated rotating steel bar (3) penetrates the positioning vertical rib plate (23), the rotating portion (31) of the prefabricated rotating steel bar (3) is arranged outside the positioning vertical rib plate (23) and is fixedly connected to the positioning vertical rib plate (23), the bottom of the connecting portion (32) of the prefabricated rotating steel bar (3) is fixedly connected to the upper side surface of one side of the curtain wall steel frame (4), and a connecting hole (27) for passing the prefabricated rotating steel bar (3) is opened at a position where the two positioning vertical rib plates (23) are higher than the curtain wall steel frame (4), and the connecting hole (27) is located on one side above the horizontal adjustment bolt (5).

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