CN113482263B - Steel skeleton base course of assembled stone material post consolidates project organization - Google Patents
Steel skeleton base course of assembled stone material post consolidates project organization Download PDFInfo
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- CN113482263B CN113482263B CN202110765983.8A CN202110765983A CN113482263B CN 113482263 B CN113482263 B CN 113482263B CN 202110765983 A CN202110765983 A CN 202110765983A CN 113482263 B CN113482263 B CN 113482263B
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- steel skeleton
- connecting plate
- basic unit
- keel
- bracing piece
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/072—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements
- E04F13/073—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements for particular building parts, e.g. corners or columns
- E04F13/0736—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of specially adapted, structured or shaped covering or lining elements for particular building parts, e.g. corners or columns for columns
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a steel skeleton base layer reinforcement design structure of an assembly type stone column, which comprises: cylinder basic unit, steel skeleton basic unit and corner reinforcement, steel skeleton basic unit includes vertical keel and cross keel, vertical keel fixed mounting is on the side of cylinder basic unit, cross keel fixed mounting is on vertical keel, cross keel's tip is provided with the amalgamation face, the cross keel of two adjacent sides carries out the amalgamation through the amalgamation face in the last cylinder basic unit, the corner reinforcement includes the intermediate junction seat, first bracing piece, first connecting plate, second bracing piece and second connecting plate, first bracing piece and second bracing piece symmetrical arrangement are on the intermediate junction seat, first bracing piece passes through first connecting plate fixed mounting on the connecting screw of the cross keel of intermediate junction seat top, the second bracing piece is installed on the cross keel of intermediate junction seat below and is managed together. Compared with the prior art, the invention utilizes the corner reinforcing piece to reinforce the splicing part of the upper cross keel of the steel skeleton base layer, so that the steel skeleton base layer is not easy to deform.
Description
Technical Field
The invention belongs to the field of assembled stone columns, and particularly relates to a steel skeleton base layer reinforcement design structure of an assembled stone column.
Background
The traditional stone column is generally a plurality of stone decorative columns mainly with rectangular, cylindrical and conical sections, and has the advantages of single decoration effect, complex manufacture and long construction period. Due to the variety of the self shape and specification of the special-shaped stone column, the special-shaped stone column has unique decorative effect and good space effect which cannot be compared with other shapes, and is increasingly applied to modern architectural decoration engineering.
In the construction process of the existing ultrahigh special-shaped stone column, a steel skeleton base layer is manufactured and processed in a mode of cutting and processing channel steel (or angle steel) on site and welding and processing on site in a first step. And after the steel skeleton base layer is processed, cutting and processing the surface layer according to the size of the steel skeleton base layer, and finally, fixedly mounting the surface layer on the steel skeleton base layer. Under the influence of the construction technical level and professional quality of constructors, on one hand, the operation mode of field processing has the defects that the processing precision of materials is insufficient, and if steel is subjected to bending and inclination angle manufacturing manually, the angle error is large, the surface layer installation deviation is caused, and the decorative effect of the stone column and the stability of the surface layer structure are influenced; on the other hand, because a large amount of field processing is carried out, no advanced professional manufacturing equipment is arranged on a construction field, construction accidents are easy to occur, the cutting processing of the surface layer can be carried out only after the construction of the steel skeleton base layer is finished, the time is wasted, and the construction period is greatly prolonged.
In order to improve the construction quality and the construction efficiency of the special-shaped stone column, an assembly type process is needed to be adopted, and the special-shaped stone column is prefabricated in a factory and assembled in a reproduction field. When the surface layer of the existing assembly type special-shaped stone column is installed, the load of the steel skeleton base layer is large and the deformation is easy because the quality of the stone surface layer is large, and further the surface layer of the special-shaped stone column is deformed.
Disclosure of Invention
The invention aims to: the utility model provides a steel skeleton basic unit reinforcement design structure of assembled stone material post utilizes the corner reinforcement to consolidate the amalgamation department of going up the horizontal fossil fragments of steel skeleton basic unit for steel skeleton basic unit non-deformable, thereby avoid the surface course of dysmorphism stone material post to warp, guarantee the decorative effect of stone material post.
In order to achieve the purpose, the invention adopts the following technical scheme: the utility model provides a steel skeleton basic unit reinforcement design structure of assembled stone material post, includes: the steel skeleton base layer comprises vertical keels and cross keels, the vertical keels are arranged along the length direction of the steel skeleton base layer, the vertical keels are fixedly arranged on the side faces of the steel skeleton base layer, the cross keels are fixedly arranged on the vertical keels, splicing faces are arranged at the end portions of the cross keels, the cross keels on two adjacent side faces of the steel skeleton base layer are spliced through the splicing faces, connecting screw rods symmetrically arranged on the upper side and the lower side are further arranged at the end portions of the cross keels, the corner reinforcing member comprises an intermediate connecting seat, a first supporting rod, a first connecting plate, a second supporting rod and a second connecting plate, the cross section of the intermediate connecting seat is L-shaped, the intermediate connecting seat is clamped on the steel skeleton base layer, the first supporting rod and the second supporting rod are symmetrically arranged on the intermediate connecting seat, the first supporting rod is fixedly arranged on the connecting screw rods of the cross keels above the intermediate connecting seat through the first connecting plate, the second bracing piece passes through second connecting plate fixed mounting on the connecting screw of horizontal fossil fragments of intermediate junction seat below.
As a further description of the above technical solution:
the first bracing piece both sides are provided with symmetrical arrangement's anchor strut, and the anchor strut includes the body of rod and connecting plate, and the body of rod articulates on first bracing piece, and the connecting plate setting is at the tip of the body of rod, and connecting plate fixed mounting is on vertical keel.
As a further description of the above technical solution:
the connecting plate is hinged on the rod body.
As a further description of the above technical solution:
the reinforcing rods are perpendicular to the mullions.
As a further description of the above technical solution:
the first connecting plate is provided with two openings which are arranged in parallel, the openings face the first supporting rod, and the connecting screw penetrates through the openings and is fixed through the nut.
As a further description of the above technical solution:
connecting screw rod one side still is provided with the stopper, stopper sliding connection in the opening, and the width of stopper equals open-ended width.
As a further description of the above technical solution:
the thickness of the limiting block is equal to that of the first connecting plate.
As a further description of the above technical solution:
the included angle between the first supporting rod and the second supporting rod is 60 degrees.
In summary, due to the adoption of the technical scheme, the invention has the beneficial effects that:
1. in the invention, the vertical keels are fixedly arranged on the column body base layer, the transverse keels are fixedly arranged on the vertical keels, and two connecting screw rods which are arranged in parallel are formed at the splicing parts of two adjacent transverse keels (which are consistent in height and vertical to each other). When the corner reinforcement piece was installed, the corner reinforcement piece set up between two adjacent cross keel about, and the first connecting plate of corner reinforcement piece slides along the bottom surface of the cross keel in intermediate junction seat top, and in the connecting screw on the cross keel bottom surface slided into the opening, stopped sliding on cylinder basic unit until the intermediate junction seat joint, fixed first connecting plate and connecting screw through the nut, the second connecting plate is with the same reason (fixed mounting is on the cross keel top surface in intermediate junction seat below). The upper and lower both sides of two horizontal fossil fragments amalgamation departments are fixed through first connecting plate, second connecting plate to first connecting plate supports on cylinder basic unit through first bracing piece, and the second connecting plate supports on cylinder basic unit through the second bracing piece, effectively improves the stability of steel skeleton basic unit, prevents that steel skeleton basic unit from warping, avoids the surface course of special-shaped stone material post to warp, guarantees the decorative effect of stone material post.
2. In the invention, in order to further improve the deformation prevention capability of the steel skeleton base layer, the two sides of the first supporting rod are also provided with the symmetrically arranged reinforcing rods, and the connecting plates of the reinforcing rods are fixedly arranged on the vertical keels, so that the horizontal impact resistance capability of the steel skeleton base layer is further improved. In addition, the connecting plate of anchor strut articulates on the body of rod, and connecting plate and vertical keel take place to interfere when preventing the anchor strut from rotating for vertical keel can be laminated to the connecting plate, and the connecting plate is fixed more firmly with vertical keel.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a schematic structural view of a steel skeleton base layer reinforcement design structure of an assembled stone column.
Fig. 2 is a schematic view of a top view angle structure of a corner reinforcement in a steel skeleton base layer reinforcement design structure of an assembled stone column.
Fig. 3 is an installation diagram of corner reinforcements and cross runners in a steel skeleton base layer reinforcement design structure of an assembled stone column.
Fig. 4 is a schematic view of the installation of the second connecting plate and the cross keel in the steel skeleton base layer reinforcement design structure of the assembled stone column.
Illustration of the drawings:
1. a column base layer; 2. a steel skeleton base layer; 21. a vertical keel; 22. a transverse keel; 221. connecting a screw rod; 3. a corner reinforcement; 31. a middle connecting seat; 32. a first support bar; 33. a first connecting plate; 331. an opening; 34. a second support bar; 35. a second connecting plate; 4. a reinforcing rod; 41. a rod body; 42. a connecting plate; 5. and a limiting block.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the embodiments of the present invention, it should be noted that the terms "upper", "inner", and the like refer to orientations or positional relationships based on the orientations or positional relationships shown in the drawings or orientations or positional relationships that are conventionally arranged when the products of the present invention are used, and are used only for convenience in describing the present invention and simplifying the description, but do not indicate or imply that the devices or elements referred to must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the present invention.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," "connected," and "connected" are to be construed broadly and may, for example, be fixedly connected, detachably connected, or integrally connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-4, the present invention provides a technical solution: the utility model provides a steel skeleton basic unit reinforcement design structure of assembled stone material post, includes: the column body base layer 1, the steel skeleton base layer 2 and the corner reinforcing member 3, the column body base layer 1 is a column body structure with a square cross section, the steel skeleton base layer 2 comprises a vertical keel 21 and a horizontal keel 22, the vertical keel 21 is arranged along the length direction of the column body base layer 1, the vertical keel 21 is fixedly arranged on the side surface of the column body base layer 1, the horizontal keel 22 is fixedly arranged on the vertical keel 21, the end part of the horizontal keel 22 is provided with a splicing surface, the horizontal keel 22 on two adjacent side surfaces of the column body base layer 1 is spliced through the splicing surface, the end part of the horizontal keel 22 is also provided with connecting screw rods 221 which are symmetrically arranged up and down, the corner reinforcing member 3 comprises an intermediate connecting seat 31, a first supporting rod 32, a first connecting plate 33, a second supporting rod 34 and a second connecting plate 35, the cross section of the intermediate connecting seat 31 is L-shaped, the intermediate connecting seat 31 is clamped on the column body base layer 1, the first supporting rod 32 and the second supporting rod 34 are symmetrically arranged on the intermediate connecting seat 31, the first support rod 32 is fixedly mounted on the connecting screw rod 221 of the cross keel 22 above the middle connecting seat 31 through a first connecting plate 33, and the second support rod 34 is fixedly mounted on the connecting screw rod 221 of the cross keel 22 below the middle connecting seat 31 through a second connecting plate 35.
The reinforcing rods 4 symmetrically arranged are arranged on two sides of the first supporting rod 32, each reinforcing rod 4 comprises a rod body 41 and a connecting plate 42, the rod bodies 41 are hinged to the first supporting rod 32, the connecting plates 42 are arranged at the end portions of the rod bodies 41, and the connecting plates 42 are fixedly arranged on the vertical keels 21. After the corner reinforcing member 3 is installed, the reinforcing rod 4 is rotated to fixedly install the connecting plate 42 at the end of the rod body 41 on the vertical keel through a fastener (such as a bolt). Connecting plate 42 articulates on the body of rod 41, and connecting plate and vertical keel take place to interfere when preventing anchor strut 4 from rotating for the vertical keel can be laminated to the connecting plate, and the connecting plate is fixed more firmly with vertical keel.
The reinforcing rods 4 are perpendicular to the vertical keels 21, so that the reinforcing effect on the steel skeleton base layer 2 is improved, and the horizontal impact resistance of the steel skeleton base layer 2 is improved.
The first connecting plate 33 is provided with two openings 331 arranged in parallel, the openings 331 face the first support rods 32, the connecting screw 221 passes through the openings 331 and is fixed by a nut, and the second connecting plate 35 is installed in the same way.
The limiting block 5 is further arranged on one side of the connecting screw rod 221, the limiting block 5 is connected in the opening 331 in a sliding mode, the width of the limiting block 5 is equal to that of the opening 331, and when the steel framework base layer 2 is impacted in the horizontal direction, the limiting block 5 can prevent the first connecting plate 33 from deforming, and the reinforcing effect of the corner reinforcing piece 3 is guaranteed.
The thickness of the limiting block 5 is equal to that of the first connecting plate 33, on the basis of preventing the first connecting plate 33 from deforming, the effect of fastening the first connecting plate 33 by nuts is avoided from being influenced, the nut fastening effect is improved, and the first connecting plate 33 is firmly installed.
The angle between the first support bar 32 and the second support bar 34 is 60 degrees. On one hand, the first support rod 32 and the second support rod 34 are abutted against the column body base layer 1 through the middle connecting seat 31, so that the steel skeleton base layer 2 is prevented from being deformed due to horizontal impact; on the other hand, the first support bar 32 and the second support bar 34 provide support for the upper and lower parallel cross keels 22, preventing the steel skeleton base layer 2 from deforming due to the load in the vertical direction of the column base layer 1. The intermediate connecting seat 31 can be fixedly installed on the column body base layer 1 by using a fastener according to the requirement, and the reinforcing effect of the corner reinforcing member 3 is further improved.
The working principle is as follows: earlier with vertical joist fixed mounting on the cylinder basic unit, again with horizontal keel fixed mounting on vertical joist, the amalgamation department of two adjacent horizontal keels (highly uniform, mutually perpendicular) forms two parallel arrangement's connecting screw, and steel skeleton basic unit is consolidated through the corner reinforcement, at last with the stone material surface course through the mode fixed mounting that hangs futilely on horizontal keel. When the corner reinforcement piece was installed, the corner reinforcement piece set up between two adjacent cross keel about, and the first connecting plate of corner reinforcement piece slides along the bottom surface of the cross keel in intermediate junction seat top, and in the connecting screw on the cross keel bottom surface slided into the opening, stopped sliding on cylinder basic unit until the intermediate junction seat joint, fixed first connecting plate and connecting screw through the nut, the second connecting plate is with the same reason (fixed mounting is on the cross keel top surface in intermediate junction seat below). The upper and lower both sides of two horizontal fossil fragments amalgamation departments are fixed through first connecting plate, second connecting plate to first connecting plate supports on cylinder basic unit through first bracing piece, and the second connecting plate supports on cylinder basic unit through the second bracing piece, effectively improves the stability of steel skeleton basic unit, prevents that steel skeleton basic unit from warping, avoids the surface course of special-shaped stone material post to warp, guarantees the decorative effect of stone material post. In order to further improve the deformation resistance of the steel skeleton base layer, the two sides of the first supporting rod are further provided with reinforcing rods which are symmetrically arranged, and connecting plates of the reinforcing rods are fixedly arranged on the vertical keels to further improve the horizontal impact resistance of the steel skeleton base layer. In addition, the connecting plate of anchor strut articulates on the body of rod, and connecting plate and vertical keel take place to interfere when preventing the anchor strut from rotating for vertical keel can be laminated to the connecting plate, and the connecting plate is fixed more firmly with vertical keel.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
Claims (8)
1. The utility model provides a steel skeleton basic unit reinforcement design structure of assembled stone material post which characterized in that includes: cylinder basic unit (1), steel skeleton basic unit (2) and corner reinforcement (3), cylinder basic unit (1) is the cylinder structure of square for the cross-section, steel skeleton basic unit (2) are including erecting fossil fragments (21) and cross keel (22), erect fossil fragments (21) and follow the length direction of cylinder basic unit (1) arranges, erect fossil fragments (21) fixed mounting be in on the side of cylinder basic unit (1), cross keel (22) fixed mounting be in on erecting fossil fragments (21), the tip of cross keel (22) is provided with the amalgamation face, two adjacent sides are gone up on cylinder basic unit (1) cross keel (22) pass through the amalgamation face carries out the amalgamation, the tip of cross keel (22) still is provided with upper and lower bilateral symmetry's connecting screw rod (221), corner reinforcement (3) include intermediate junction seat (31), First bracing piece (32), first connecting plate (33), second bracing piece (34) and second connecting plate (35), the cross-section of intermediate junction seat (31) is "L" shape, intermediate junction seat (31) joint is in on cylinder basic unit (1), first bracing piece (32) with second bracing piece (34) symmetrical arrangement is in on intermediate junction seat (31), first bracing piece (32) pass through first connecting plate (33) fixed mounting be in intermediate junction seat (31) top cross keel (22) on connecting screw (221), second bracing piece (34) pass through second connecting plate (35) fixed mounting be in intermediate junction seat (31) below cross keel (22) on connecting screw (221).
2. The steel skeleton substrate reinforcement design structure of the assembled stone column as claimed in claim 1, wherein the first supporting rod (32) is provided with symmetrically arranged reinforcing rods (4) at two sides, the reinforcing rods (4) comprise a rod body (41) and a connecting plate (42), the rod body (41) is hinged on the first supporting rod (32), the connecting plate (42) is arranged at the end of the rod body (41), and the connecting plate (42) is fixedly mounted on the vertical keel (21).
3. The steel skeleton substrate reinforcement design structure of the assembled stone column as claimed in claim 2, wherein the connecting plate (42) is hinged on the rod body (41).
4. The steel skeleton-based reinforcement design structure of the fabricated stone column as claimed in claim 3, wherein the reinforcing rods (4) are perpendicular to the vertical keels (21).
5. The steel skeleton-based reinforcement design structure of assembled stone column as claimed in claim 1, wherein the first connecting plate (33) is provided with two parallel openings (331), the openings (331) face the first supporting rods (32), and the connecting screw (221) passes through the openings (331) and is fixed by nuts.
6. The steel skeleton-based layer reinforcement design structure of the assembled stone column as claimed in claim 5, wherein a limit block (5) is further disposed on one side of the connection screw (221), the limit block (5) is slidably connected in the opening (331), and the width of the limit block (5) is equal to the width of the opening (331).
7. The steel skeleton-based layer reinforcement design structure of the fabricated stone column as claimed in claim 6, wherein the thickness of the limiting block (5) is equal to the thickness of the first connecting plate (33).
8. The steel skeleton-based layer reinforcement design structure of the fabricated stone column as claimed in claim 1, wherein the included angle between the first support bar (32) and the second support bar (34) is 60 degrees.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110765983.8A CN113482263B (en) | 2021-07-08 | 2021-07-08 | Steel skeleton base course of assembled stone material post consolidates project organization |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110765983.8A CN113482263B (en) | 2021-07-08 | 2021-07-08 | Steel skeleton base course of assembled stone material post consolidates project organization |
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| CN113482263A CN113482263A (en) | 2021-10-08 |
| CN113482263B true CN113482263B (en) | 2022-06-17 |
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| CN211775295U (en) * | 2020-03-23 | 2020-10-27 | 东亚装饰股份有限公司 | Stone dry hanging structure based on square column base layer |
| CN213174555U (en) * | 2020-05-28 | 2021-05-11 | 深圳广田集团股份有限公司 | Semi-hidden assembled wall surface external corner binding off system |
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| Publication number | Publication date |
|---|---|
| CN113482263A (en) | 2021-10-08 |
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