Plinth structure of stone curtain wall

Abstract

The utility model discloses a plinth structure of a stone curtain wall, which comprises a main body structure wall body, a plurality of rows of embedded parts are sequentially arranged on one side of the main body structure wall body facing outdoors from top to bottom, each row of embedded parts and the nearest row of embedded parts are provided with steel upright post connecting pieces which are oppositely arranged, and the steel upright post connecting pieces are connected with the embedded parts. A steel stand column is arranged between every two rows of steel stand column connecting pieces which are oppositely arranged, and a plurality of rows of hanging pieces on the same level are arranged on the steel stand columns to be connected with stone. The stone curtain wall solves the problems that an existing stone curtain wall is low in installation efficiency and inconvenient to disassemble and maintain, keels are prone to corrosion, and stone lines are difficult to install, and can be widely applied to the technical field of building curtain walls.

Description

TECHNICAL FIELD

[0001] The utility model relates to building curtain wall technical field, in particular to a stone curtain wall's foot pressing structure. BACKGROUND

[0002] In the building development history of ancient and modern times at home and abroad, stone has been playing an important role, and has been the preferred outer facade material of architects. The conventional stone foot pressing is only as the continuation of large stone, has no level, and the drainage effect is poor, the stone adopts the galvanized hanging piece installation, and the disassembly replacement is inconvenient during the later maintenance. CONTENT OF THE UTILITY MODEL

[0003] The utility model discloses a stone curtain wall's foot pressing structure, make it solve the existing stone curtain wall installation efficiency is low, inconvenient disassembly maintenance, the keel is easy to corrosion, stone line installation difficult problem.

[0004] The utility model provides a stone curtain wall's foot pressing structure, including main body structure wall body, the one side of main body structure wall body towards outdoor is equipped with a plurality of embedded parts from top to bottom in proper order, the embedded part is multiple rows, and the embedded part is closest to the embedded part of its one column and is equipped with the steel column connecting piece of opposite setting, and the steel column connecting piece of opposite setting is equipped with a steel column between every two columns, and the steel column is equipped with multiple rows of the same level hanging piece with stone and is connected.

[0005] In the above technical scheme, the stone close to the ground is foot pressing stone, and the hanging piece between the foot pressing stone and the steel column includes multiple rows of horizontally arranged steel beams and stone first hanging pieces, the steel beam is a double limb angle steel with a vertical limb fixed with the steel column and a horizontal limb fixed with the bottom of the stone first hanging piece, and the stone first hanging piece is fixedly connected with the back of the foot pressing stone.

[0006] In the above technical scheme, each stone first hanging piece includes a hanging seat fixedly connected with the horizontal limb of the steel beam and a hook fixedly connected with the back of the foot pressing stone, and the hanging seat and the hook are nested to form the stone first hanging piece.

[0007] In the above technical scheme, each hanging seat section is in overall "L" type structure, the hanging seat horizontal section is fixedly connected with the steel cross beam horizontal limb, the hanging seat section vertical section is located at the end of the hanging seat horizontal section away from the steel column, the top of the hanging seat section vertical section is provided with a hook type structure opening downward, the hook type structure extends to the steel column; each hook has a section overall inverted "L" type component, the inverted "L" type component section vertical section is fixedly connected with the stone back of the footstone through a back bolt, the inverted "L" type component section vertical section is provided with a horizontal component abutting against the hanging seat vertical section at one end, the middle of the inverted "L" type component section horizontal section is provided with a first vertical component, and the end of the horizontal section is provided with a second vertical component, and the inverted "U" type notch formed between the first vertical component, the second vertical component and the horizontal section of the inverted "L" type component clamps the hook type structure of the hanging seat.

[0008] In the above technical scheme, the first vertical component of the hook is provided with a convex strip on one side, which faces and abuts against the vertical section of the hanging seat, and the end of the horizontal component of the hook abutting against the vertical section of the hanging seat is in cylindrical surface.

[0009] In the above technical scheme, the horizontal section of the inverted "L" type component of the hook on the upper part of each footstone is provided with an adjusting screw matched with the tapping, the adjusting screw vertically penetrates the horizontal section of the inverted "L" type component of the hook and abuts against the top of the hook type structure of the hanging seat.

[0010] In the above technical scheme, a plurality of steel cross beam connecting pieces are arranged on each row of steel cross beams between the footstone and the steel column, and are uniformly distributed along the length direction of the steel cross beam, one end of the steel cross beam connecting piece is welded with the outer side wall of the steel column, and the other end is welded with the inner side wall of the corresponding steel cross beam.

[0011] In the above technical scheme, the top of the footstone is provided with a line stone, the corresponding steel column part of the line stone is provided with a steel cross beam fixedly connected with the vertical limb, the horizontal limb of the steel cross beam is provided with a stone second hanging piece in L type connected with the steel cross beam through a third bolt, and the vertical arm of the stone second hanging piece is connected with the line stone through a mechanical anchor bolt; the top of the line stone is provided with a surface stone plate, and the surface stone plate and the corresponding steel column part are connected through the cooperation between the plurality of rows of steel cross beams and the corresponding stone first hanging pieces.

[0012] In the technical scheme, the bottom of the main structure wall is provided with a main structure beam, the bottom of each steel column is provided with a moisture-proof steel plate, one side of the moisture-proof steel plate is connected with the side of the main structure beam facing the outside, the other side of the moisture-proof steel plate is upwardly turned and fixed with the vertical limb of the steel cross beam at the bottom of the footstone through screws, and the end of the moisture-proof steel plate abuts against the inner side wall of the footstone.

[0013] In the technical scheme, the bottom of the main structure wall is provided with a main structure beam, the bottom of each steel column is provided with a moisture-proof steel plate, one side of the moisture-proof steel plate is connected with the side of the main structure beam facing the outside, the other side of the moisture-proof steel plate is upwardly turned and fixed with the vertical limb of the steel cross beam at the bottom of the footstone through screws, and the end of the moisture-proof steel plate abuts against the inner side wall of the footstone.

[0014] The stone curtain wall foot pressing structure has the following beneficial effects:

[0015] The stone curtain wall foot pressing structure has the following beneficial effects: BRIEF DESCRIPTION OF DRAWINGS

[0016] Figure 1 It is a whole structure schematic view of the stone curtain wall foot pressing structure.

[0017] Figure 2The utility model discloses a structure schematic diagram of the cooperation relation among steel stand column, steel stand column connecting piece and embedded part in the foot pressing structure of stone material curtain wall.

[0018] Figure 3 The utility model discloses a structure schematic diagram of stone material first hanging piece in the foot pressing structure of stone material curtain wall. DETAILED DESCRIPTION

[0019] The utility model will be described in further detail below in connection with the drawings and examples, but the example should not be understood as the limitation of the utility model.

[0020] The utility model discloses a kind of foot pressing structure of stone material curtain wall, as Figure 1 And Figure 2As shown, including steel column 1, steel column connecting piece 2, first bolt 3, embedded part 4, steel beam 5, steel beam connecting piece 6, second bolt 7, third bolt 8, stone first hanging piece 9, back bolt 10, stone second hanging piece 11, mechanical anchor bolt 12, upper panel stone 13, middle line stone 14, lower footstone 15, ground stone 16;The steel column 1 is vertically arranged steel square tube, the steel column 1 is arranged in front of the main structure wall 17 and a gap is left between the main structure wall 17, the steel column 1 and the main structure wall 17 are installed between the heat preservation layer 18, which is beneficial to improve the building insulation performance;The steel column connecting piece 2 is horizontally arranged channel steel, the steel column connecting piece 2 is symmetrically distributed on both sides of the steel column 1 and is clamped and connected to the embedded part 4 through the first bolt 3;The embedded part 4 is composed of hot-dip galvanized rectangular steel plate 19 and four chemical anchor bolts 20, and the chemical anchor bolt 20 fixes the rectangular steel plate 19 on the side edge of the main structure beam 21;The steel column 1, steel column connecting piece 2, embedded part 4, steel beam 5, steel beam connecting piece 6, rectangular steel plate 19 are all hot-dip galvanized, which improves the corrosion resistance of steel;The first bolt 3 passes through the steel column connecting piece 2 on one side, the steel column 1 and the steel column connecting piece 2 on the other side in turn;The steel beam 5 is a double limb angle steel perpendicular to the steel column 1, the steel beam 5 is arranged in front of the steel column 1 and behind the stone, the vertical limb of the steel beam 5 behind the panel stone 13 is welded with the steel column 1, and its horizontal limb is connected with the stone first hanging piece 9 through the second bolt 7, the vertical limb of the steel beam 5 behind the line stone 14 is welded with the steel column 1, and its horizontal limb is connected with the stone second hanging piece 11 through the third bolt 8, the vertical limb of the steel beam 5 behind the footstone 15 is welded with the steel beam connecting piece 6, and its horizontal limb is connected with the stone first hanging piece 9 through the second bolt 7;One end of the steel beam connecting piece 6 is welded with the vertical limb of the steel beam 5, and the other end is welded with the steel column 1. By arranging vertical steel column 1 and horizontal steel beam 5, horizontal steel beam 5 and steel column 1 are all connected together to form an integral steel frame, which is good in stress and good in safety;The steel beam 5 of the footstone 15 is connected with the steel column 1 through the steel beam connecting piece 6, and does not need to be separately arranged vertically, thereby saving the cost.

[0021] As Figures 1-3As shown, the linear stone 14 is made of a whole thick stone, the outer side upper end is inclined inward at a right angle, and the outer side lower end is concave inward, which is beneficial to drainage, and the arrangement of the linear stone 14 has more levels. The footstone 15 is a mushroom stone, and the footstone 15 is composed of upper and lower footstones 15. The upper and lower footstones 15 are connected with the steel cross beam 5 through the double-row stone first hanging piece 9, and the arrangement of the double-row stone first hanging piece 9 is beneficial to improve the safety performance of the stone curtain wall. The adjusting screw 26 is arranged on the upper row stone first hanging piece 9, which is beneficial to control the construction precision on site. The sealing layer 25 is filled between the upper and lower footstones 15, between the upper opening of the upper footstone 15 and the linear stone 14, and between the lower opening of the lower footstone 15 and the ground stone 16. The arrangement of the sealing layer 25 prevents rainwater from entering the interior of the stone curtain wall, and further improves the corrosion resistance of the stone curtain wall.

[0022] The stone first hanging piece 9 is a combined hanging piece, which is composed of a hanging seat 22 and a hook 23. The hanging seat 22 is fixed to the horizontal limb of the steel cross beam 5 through the second bolt 7, and the hook 23 is connected to the panel stone 13 and the footstone 15 through the back bolt 10 to form an integral whole and is connected to the hanging seat 22. The back bolt 10 penetrates the hook 23 and enters the interior of the panel stone 13 and the footstone 15. The stone is directly hung on the hanging seat 22 and is installed in a hanging manner, which has high installation efficiency and is convenient for disassembly and replacement during maintenance. Moreover, the back bolt 10 has good anti-seismic effect and high safety.

[0023] The stone second hanging piece 11 is an L-shaped stainless steel hanging piece. The horizontal arm of the stone second hanging piece 11 is fixed to the horizontal limb of the steel cross beam 5 through the third bolt 8, and the vertical arm of the stone second hanging piece 11 is fixed to the linear stone 14 through the mechanical anchor bolt 12. The mechanical anchor bolt 12 penetrates the vertical arm of the stone second hanging piece 11 and enters the interior of the linear stone 14. The linear stone 14 is fixed to the steel cross beam 5 through the mechanical anchor bolt 12 and the stone second hanging piece 11, which is convenient, safe and reliable to install.

[0024] The ground stone 16 is installed on the ground and is inclined outward, which is beneficial to drainage.

[0025] The damp-proof steel plate 24 is arranged between the bottom of the steel column 1, the lower end of the inner side of the lower footstone 15 and the side edge of the main structure beam 21. The inward end of the damp-proof steel plate 24 is fixed to the side edge of the main structure beam 21 through nailing, the outward end thereof is folded and fixed to the vertical limb of the steel cross beam 5 through a screw, and finally abuts against the inner side of the lower footstone 15, which improves the corrosion resistance of the steel.

[0026] Obviously, those skilled in the art can make various modifications and variations to the present application without departing from the spirit and scope of the present application. Thus, if these modifications and variations of the present application fall within the scope of the claims of the present application and their equivalents, the present application also intends to include these modifications and variations.

[0027] The contents not described in detail in the specification belong to the prior art known to those skilled in the art.

Claims

1. A toe-in construction for a stone curtain wall comprising a host structure wall (17) characterized by: The main structure wall (17) is provided with a plurality of embedded parts (4) from top to bottom on the side facing the outdoor, the embedded parts (4) are arranged in multiple rows, and each row of embedded parts (4) is provided with oppositely arranged steel column connecting pieces (2) on the embedded parts (4) closest to the row of embedded parts (4), and a steel column (1) is arranged between each two rows of oppositely arranged steel column connecting pieces (2), and a plurality of steel columns (1) are provided with a plurality of rows of hanging pieces of the same horizontal level connected with the stone.

2. The deadfoot configuration of a stone material curtain wall in accordance with claim 1, characterized in that: The stone close to the ground is a footstone (15), and the hanging piece between the footstone (15) and the steel column (1) comprises a plurality of rows of horizontally arranged steel cross beams (5) and stone first hanging pieces (9), the steel cross beam (5) is a double-limb angle steel with a vertical limb fixed to the steel column (1) and a horizontal limb fixed to the bottom of the stone first hanging piece (9), and the stone first hanging piece (9) is fixedly connected with the back of the footstone (15).

3. The deadening construction of a stone material curtain wall according to claim 2, characterized in that: Each stone first hanging piece (9) comprises a hanging seat (22) fixedly connected with the horizontal limb of the steel cross beam (5) and a hook (23) fixedly connected with the back of the footstone (15), and the hanging seat (22) and the hook (23) are nested to form the stone first hanging piece (9).

4. The deadening construction of a stone material curtain wall according to claim 3, characterized in that: Each hanging seat (22) has an overall "L" shaped structure in cross section, the horizontal section of the hanging seat (22) is fixedly connected with the horizontal limb of the steel cross beam (5), the vertical section of the cross section of the hanging seat (22) is located at one end of the horizontal section of the hanging seat (22) away from the steel column (1), the top of the vertical section of the cross section of the hanging seat (22) is provided with a hook-shaped structure opening downward, and the hook-shaped structure extends toward the steel column (1); each hook (23) has an overall inverted "L" shaped structure in cross section, the vertical section of the cross section of the inverted "L" shaped structure is fixedly connected with the back of the footstone (15) through a back bolt (10), the vertical section of the cross section of the inverted "L" shaped structure is provided with a horizontal structure abutting against the vertical section of the hanging seat (22), the middle of the horizontal section of the cross section of the inverted "L" shaped structure is provided with a first vertical structure, and the end of the horizontal section of the cross section of the inverted "L" shaped structure is provided with a second vertical structure, and the inverted "U" shaped notch formed between the first vertical structure, the second vertical structure and the horizontal section of the cross section of the inverted "L" shaped structure clamps the hook-shaped structure of the hanging seat (22).

5. The deadening construction of a stone material curtain wall according to claim 4, characterized in that: The first vertical structure of the hook (23) is provided with a protruding strip abutting against the vertical section of the hanging seat (22), and the end of the horizontal structure of the hook (23) abutting against the vertical section of the hanging seat (22) has a cylindrical surface.

6. The deadfoot configuration of a stone material curtain wall according to claim 5, characterized in that: The horizontal section of the inverted "L" shaped structure of the hook (23) of each footstone (15) is provided with an adjusting screw (26) screwed therewith, and the adjusting screw (26) vertically penetrates the horizontal section of the inverted "L" shaped structure of the hook (23) and abuts against the top of the hook-shaped structure of the hanging seat (22).

7. The deadfoot configuration of a stone material curtain wall according to claim 6, characterized in that: Each row of steel cross beams (5) between the footstone (15) and the steel column (1) is provided with a plurality of steel cross beam connecting pieces (6) uniformly distributed along the length direction of the steel cross beam (5), one end of the steel cross beam connecting piece (6) is welded to the outer side wall of the steel column (1), and the other end is welded to the inner side wall of the corresponding steel cross beam (5).

8. The deadfoot configuration of a stone material curtain wall according to claim 7, characterized in that: The top of the footstone (15) is provided with a line stone (14), the corresponding steel column (1) part is provided with a vertical limb and a steel cross beam (5) fixed thereto, the horizontal limb of the steel cross beam (5) is provided with an L-shaped stone second hanging piece (11) connected thereto through a third bolt (8), and the vertical arm of the stone second hanging piece (11) is connected with the line stone (14) through a mechanical anchor bolt (12); The top of the line stone (14) is provided with a surface stone slab (13), and the surface stone slab (13) is connected with the corresponding steel column (1) part through the cooperation between the multiple rows of steel cross beams (5) and the corresponding stone first hanging pieces (9).

9. The deadening construction of a stone material curtain wall according to claim 8, characterized in that: The bottom of the main structure wall (17) is provided with a main structure beam (21), the bottom of the steel column (1) corresponds to the main structure beam (21), the bottom of each steel column (1) is provided with a damp-proof steel plate (24), one side of the damp-proof steel plate (24) is connected with the side of the main structure beam (21) facing the outside, the other side of the damp-proof steel plate (24) is upturned and fixed with the vertical limb of the steel cross beam (5) located at the bottom of the footstone (15) through a screw, and the end of the damp-proof steel plate (24) abuts against the inner side wall of the footstone (15); a sealing layer (25) is arranged between the surface stone slab (13), the line stone (14) and the footstone (15) and between each footstone (15); an inclined ground stone (16) is arranged between the bottommost footstone (15) and the ground, the side of the ground stone (16) close to the main structure beam (21) is higher than the other side away from the main structure beam (21), and a sealing layer (25) is arranged between the bottommost footstone (15) and the ground stone (16).

10. The deadfoot configuration of a stone material curtain wall according to claim 9, characterized in that: A vertical heat preservation layer (18) is arranged in the cavity between the steel column (1) and the main structure wall (17) and the main structure beam (21), and the bottom of the heat preservation layer (18) is connected with the top surface of the damp-proof steel plate (24); The surface stone slab (13) is a plane stone, the outer side of the line stone (14) protrudes outward of the outer side of the surface stone slab (13), the outer side top of the line stone (14) is a slope, and the bottom is provided with a cuboid notch groove, the footstone (15) is divided into two layers, the top and the bottom of each layer of footstone (15) is respectively provided with a horizontally arranged convex strip, and the middle of each layer of footstone (15) is provided with two convex structures with a triangular cross section, and the convex lines of the convex structures of the footstone (15) protrude outward of the line stone (14); Each embedded part (4) has a rectangular steel plate (19) and a chemical anchor bolt (20) for fixing the rectangular steel plate (19) with the main structure wall (17) or the main structure beam (21).

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