Art wall steel structure

Abstract

The embodiment of the utility model discloses an artistic wall steel structure which comprises a structural purline, a steel plate and a steel plate. The structural supporting beam is transversely arranged along the structural wall surface, and the structural supporting beam is arranged on the side, away from the structural wall surface, of the structural purline; the two-way reinforcing mesh is arranged between the structural purlins, and the two-way reinforcing mesh is arranged between the structural purlins; the connecting pieces are used for connecting the stone to be installed to the structural purline, the structural joist and the bidirectional reinforcing mesh, through the arrangement of the structural joist, the weight of the stone is dispersed, the building height of the stone is only limited by the bearing capacity of the structural purline and the structural wall surface, the building height of the stone is greatly increased, the process is simple, the cost is low, and the construction cost is low. By means of the innovative construction technology, complex construction is simplified, the design requirements of ultrahigh and overweight walls are met, the structural design stability is met, and the structural load of the stone wall surface is reduced.

Description

Technical Field

[0001] The embodiments of the present application relate to the field of wall construction technology, and in particular to an artistic wall steel structure. Background Art

[0002] In modern architecture, more and more people are pursuing architectural works with a better sense of design. These buildings not only meet the functional requirements but also add more artistic expressions, making the buildings themselves a work of art. In order to achieve the architectural design effect, artists use a lot of new techniques and new materials or put forward higher ideas based on existing materials and techniques to achieve the requirements of artistic design. Through large-scale splicing of stones of different materials and colors, patterns are formed, which become decorative elements in artistic design.

[0003] However, the existing stone masonry methods for artistic walls still have problems such as complex processes, inability to meet the design requirements of ultra-high and ultra-heavy walls, poor structural design stability, high stone structure load, and poor construction efficiency. Utility Model Content

[0004] The utility model aims to solve at least one of the technical problems existing in the prior art or related technology.

[0005] To this end, the utility model provides an art wall steel structure, comprising: a structural purlin, the structural purlin is vertically arranged along the structural wall surface, and the surface of the structural purlin is plated with a zinc layer;

[0006] A structural joist, wherein the structural joist is arranged transversely along the structural wall surface, the structural joist is arranged on a side of the structural purlin away from the structural wall surface, and the surface of the structural joist is plated with a zinc layer;

[0007] A bidirectional steel mesh, wherein the bidirectional steel mesh is arranged between the structural purlins;

[0008] Connectors are used to connect the stone to be installed to the structural purlins, structural joists and bidirectional steel mesh.

[0009] In a feasible implementation manner, the installation interval of the structural purlins does not exceed 2m;

[0010] The installation interval of the structural joists shall not exceed 2m.

[0011] In a feasible implementation manner, the bidirectional steel mesh has a diameter of 8 mm and a spacing of 150 mm.

[0012] In a feasible implementation manner, the connecting member includes:

[0013] The stone hanger is welded to the structural purlin and the bidirectional steel mesh and is used to connect the stone and the structural wall.

[0014] A connecting gasket is arranged between stones and is used to connect single stones into a whole.

[0015] In a feasible implementation manner, the stone hangers are arranged in a plum blossom shape with a spacing of 500 mm.

[0016] In a feasible implementation manner, the height of the connecting gasket is 60 mm, and the thickness of the connecting gasket is 5 mm.

[0017] In a feasible implementation manner, the stone hanger is a two-way double-hook stone hanger with a length of 10 mm.

[0018] In a feasible implementation manner, the bidirectional steel mesh is disposed 40 mm behind the finished surface of the structural purlin.

[0019] Compared with the prior art, the utility model at least includes the following beneficial effects: the stone masonry steel structure provided in the embodiment of the present application includes: structural purlins, the structural purlins are vertically arranged along the structural wall surface; structural joists, the structural joists are transversely arranged along the structural wall surface, and the structural joists are arranged on the side of the structural purlins away from the structural wall surface; bidirectional steel mesh, the bidirectional steel mesh is arranged between the structural purlins; connecting pieces, the connecting pieces are used to connect the stone to be installed to the structural purlins, the structural joists and the bidirectional steel mesh. The utility model disperses the weight of the stone through the arrangement of the structural joists, and the stone masonry height is only limited by the bearing capacity of the structural purlins and the structural wall surface, which greatly improves the height of the stone masonry, and the process is simple. Through innovative construction technology, the complex construction is simplified, the design requirements of super-high and super-heavy walls are met, the structural design stability is met, and the structural load of the stone wall is reduced. BRIEF DESCRIPTION OF THE DRAWINGS

[0020] Various other advantages and benefits will become apparent to those of ordinary skill in the art by reading the detailed description of the preferred embodiments below. The accompanying drawings are only for the purpose of illustrating the preferred embodiments and are not to be considered as limiting the present application. Also, the same reference symbols are used throughout the accompanying drawings to represent the same components. In the accompanying drawings:

[0021] Figure 1 A structural diagram of an art wall steel structure according to an embodiment of the present application;

[0022] Figure 2 A structural diagram of an art wall steel structure according to an embodiment of the present application;

[0023] Figure 3 A structural block diagram of the connection gasket setting position of an embodiment provided in the present application;

[0024] Figure 4 A structural diagram of stone masonry of an embodiment provided in this application;

[0025] Figure 5 A structural block diagram of a structural joist according to an embodiment of the present application.

[0026] in, Figure 1-5 The corresponding relationship between the reference numerals and the component names is as follows:

[0027] 110, structural purlin; 120, structural joist; 130, bidirectional steel mesh; 140, connector;

[0028] 141. Stone pendant; 142. Connecting gasket. DETAILED DESCRIPTION

[0029] In order to better understand the above-mentioned technical scheme, the technical scheme of the embodiments of the present application is described in detail below through the accompanying drawings and specific embodiments. It should be understood that the embodiments of the present application and the specific features in the embodiments are detailed descriptions of the technical scheme of the embodiments of the present application, rather than limitations on the technical scheme of the present application. In the absence of conflict, the embodiments of the present application and the technical features in the embodiments may be combined with each other.

[0030] like Figure 1-5 As shown, according to the first aspect of the embodiment of the present application, an artistic wall steel structure is proposed, including: a structural purlin 110, the structural purlin 110 is vertically arranged along the structural wall surface; a structural joist 120, the structural joist 120 is transversely arranged along the structural wall surface, and the structural joist 120 is arranged on the side of the structural purlin 110 away from the structural wall surface; a bidirectional steel mesh 130, the bidirectional steel mesh 130 is arranged between the structural purlins 110; a connecting piece 140, the connecting piece 140 is used to connect the stone to be installed to the structural purlin 110, the structural joist 120 and the bidirectional steel mesh 130.

[0031] The steel structure provided in the embodiment of the present application includes a structural purlin 110 , a structural joist 120 , a bidirectional steel mesh 130 and a connector 140 .

[0032] Among them, the structural purlin 110 is arranged vertically along the wall surface, and the structural joist 120 is arranged horizontally along the wall surface. The structural joist 120 is arranged on the side of the structural purlin 110 away from the structural wall surface. The structural purlin 110 and the structural joist 120 together constitute the foundation of this steel structure. The structure is used to support the weight of the stone to facilitate the subsequent stone mounting on the wall.

[0033] The bidirectional steel mesh 130 is welded between two adjacent structural purlins 110 . When the stone is hung, the bidirectional steel mesh 130 can increase the firmness of the connection between the stone and the structural purlin 110 .

[0034] When the stone is mounted on the wall, the stone is connected to the structural purlin 110, the structural joist 120 and the bidirectional steel mesh 130 through the connector 140. After the connection is completed through the connector 140, concrete is poured into the gap to fix the stone.

[0035] In the present technical solution, after the stone masonry is completed, its longitudinal pressure is applied to the structural joist 120, and the weight of the stone is transferred to the vertical structural purlin 110 through the structural joist 120, and then the force is transferred to the structural foundation through the vertical structural purlin 110. By setting up multiple structural joists 120, the gravity of the stone can be borne in layers, reducing the weight that the bottom stone needs to bear.

[0036] In this technical solution, the weight of the stone is dispersed by setting the structural support beam 120, and the stone masonry height is only limited by the bearing capacity of the structural purlin 110 and the structural wall, which greatly improves the height of the stone masonry. In addition, the process is simple. Through innovative construction technology, the complex construction is simplified to meet the design requirements of super-high and super-heavy walls, meet the stability of the structural design, reduce the structural load of the stone wall, and before pouring concrete, it is only necessary to fix the stone to the steel structure through the connector 140, which greatly improves the construction efficiency and reduces the project cost.

[0037] like Figure 1-5 As shown, the installation interval of the structural purlin 110 does not exceed 2m; the installation interval of the structural joist 120 does not exceed 2m.

[0038] In this technical solution, the spacing between the structural purlin 110 and the structural joist 120 is controlled within 2m. Due to the bearing capacity of the steel structure, if the spacing between the structural joists 120 exceeds 2m, there is a risk of excessive pressure on the underlying stone. For the structural purlin 110, if the spacing exceeds 2m, the stress cannot be dispersed to the structural wall.

[0039] It is understandable that when issuing calculation statements for specific projects, a spacing of 2m should be used for verification. If it cannot meet the design requirements, the spacing can be further shortened appropriately.

[0040] like Figure 1-5 As shown, the specifications of the bidirectional steel mesh 130 are 8 mm in diameter and 150 mm in spacing.

[0041] In this technical solution, a bidirectional steel mesh 130 with a diameter of 8 mm and an interval of 150 mm can meet the project design requirements.

[0042] like Figure 1-5 As shown, the connecting member 140 includes: a stone hanger 141, which is welded to the structural purlin 110 and the bidirectional steel mesh 130, and is used to connect the stone and the structural wall surface; and a connecting gasket 142, which is arranged between the stones and is used to connect a single stone into a whole.

[0043] In this technical solution, the connecting member 140 includes a stone hanger and a connecting gasket 142 .

[0044] Among them, the stone hanger 141 is welded to the structural purlin 110 and the bidirectional steel mesh 130, and the stone is hooked to the steel structure to achieve a preliminary connection between the stone and the steel structure. This connection method is convenient and efficient, and greatly improves the convenience of this technical solution.

[0045] Among them, the connecting gasket 142 is arranged between stones and between stones and steel structures to fill the gaps between stones and between stones and steel structures, which can effectively prevent the stones from shaking before subsequent fixation, causing the stones to appear crooked on the art wall after fixation, thereby further improving the stability of the present technical solution.

[0046] like Figure 1-5 As shown, the connecting member 140 includes: the stone hangers 141 are arranged in a plum blossom shape with a spacing of 500 mm; the height of the connecting gasket 142 is 60 mm, and the thickness of the connecting gasket 142 is 5 mm.

[0047] According to a second aspect of an embodiment of the present application, a masonry method is provided, which is applied to any of the above-mentioned art wall steel structures, comprising:

[0048] Calculate and design the cross-sectional dimensions of steel structures according to project requirements;

[0049] Determine the galvanizing thickness according to the project environment and perform hot-dip galvanizing on the surface of the steel structure;

[0050] Connect the steel structure to the target structural wall;

[0051] Fix the stone to the steel structure;

[0052] Use adhesive to further connect the stones.

[0053] The masonry method provided in the embodiment of the present application, in which the cross-sectional dimensions of the steel structure are calculated and designed according to the requirements of the engineering project, refers to calculating the cross-sectional dimensions of the steel structure according to parameters such as the load-bearing capacity of the structural wall at the construction site, the quality of the stone, the height of the stone, etc., and based on the structural calculation results, ensuring that the designed load-bearing capacity of the steel structure exceeds the actual load-bearing capacity, thereby improving the stability of the steel structure.

[0054] Among them, the galvanizing thickness is determined according to the humidity and temperature of the project environment, and the surface of the steel structure is hot-dip galvanized to ensure the durability of the steel structure and improve its service life.

[0055] Among them, the stone is fixed on the steel structure. It can be understood that after the installation is completed, the steel structure is hidden on the back side of the stone and is not exposed, which improves the aesthetics of the stone wall.

[0056] The stone masonry installation construction method is an improvement on the traditional masonry installation construction technology. During the construction process, the masonry efficiency is high, the installation process is accurate, and the effect restoration is high. It can greatly save the construction cycle cost and shorten the installation period. The installation process is accurate and controllable, the stone is coded in blocks, and the stone is hung on the steel structure according to the drawings, which can effectively reduce the stone installation errors and save the labor cost of repair. Its construction method is advanced in technology, which can improve the quality of the project during the construction period, ensure the safety and progress of the construction, and apply this technology to artistic stone masonry projects, which can bring considerable social benefits and artistic effects.

[0057] Compared with traditional stone masonry, this method has a unique masonry process and high masonry firmness. It can realize high wall masonry. Each stone fits perfectly. By hanging on the steel structure, it solves the problem that stones of different specifications and thicknesses cannot be neatly laid. At the same time, it can achieve masonry effects that are not affected by the will of workers. The economic benefits of this construction method are very considerable. Although the price per square meter of the stone material used in this technology is comparable to that of traditional stone, it is very durable. Compared with traditional stone masonry methods of similar projects, its durability far exceeds that of traditional masonry technology, which can reduce maintenance costs by more than 5 times.

[0058] The steps of connecting the steel structure to the target structural wall include: completing the layout work in advance, and the structural construction deviation shall not be greater than 10mm; installing the vertical structural purlins 110, and the installation spacing of the structural purlins 110 is not greater than 2m; arranging the bidirectional steel mesh 130 between the vertical structural purlins 110; installing the transverse structural joists 120, and the installation spacing of the structural joists 120 is not greater than 2m; welding the stone hangers 141, and the stone hangers 141 are arranged in a plum blossom shape with a spacing of 500mm.

[0059] In this technical solution, when the stone is laid on the steel structure joist 120, the weight of the stone is transferred to the vertical structure purlin 110 through the structure joist 120, and then the force is transferred to the structural foundation through the vertical structure purlin 110. The force range of the bottom stone is controlled within 2m by the structure joist 120 every two meters, so that the bottom stone only bears the weight of the two-meter-high stone. Through the design of the steel structure, the weight of the stone is transferred to the structural wall, which is convenient for assembly and increases the theoretical bearing height of the stone masonry. In theory, if the bearing capacity of the structure purlin 110 and the structure foundation is large enough, the stone can be laid higher.

[0060] In this technical solution, the line-laying work includes the surveying and setting of the control axis and the surveying of the elevation control line.

[0061] Among them, the control axis is measured and set up for each floor based on the benchmark control points provided by the construction site and the openings reserved for structural construction. After the benchmark points and axis positions reserved for each floor are calibrated with the theodolite and qualified, the detailed control lines of the working surface are measured.

[0062] Among them, the elevation control line is measured based on the elevation control points set during the structure construction. After verification, a 50-meter steel tape measure is used to transmit it vertically. Each floor must be checked for closure with an error of no more than 5mm. A level is used to measure and lay out a 50cm line as the elevation control line for each floor.

[0063] In this embodiment, a bidirectional steel mesh 130 is arranged between the vertical structural purlins 110. Specifically, a customized 2000mm*1000mmφ8@150 single-layer bidirectional steel mesh 130 is welded and fixed to the steel structure. During the exterior wall construction, φ8@500 tie bars are reserved at the positions of the structural columns and ring beams. The tie bars are welded to the bidirectional steel mesh 130 to make the steel mesh installation more firmly. The position of the φ8@150 single-layer bidirectional steel mesh 130 is set 40mm back from the finished surface of the vertical purlin 110.

[0064] The steps of fixing the stone on the steel structure include: hanging the stone on the stone hanger 141 with staggered joints; arranging connection gaskets 142 between the stones; when the stone is installed on the structural support beam 120, L-shaped stone dry hanging installation is adopted, and the gap between the stone and the steel structure is filled with stone gaskets and marble glue to make the upper and lower stones maintain the same horizontal plane; and the gap between the stone and the wall is filled densely by concrete grouting.

[0065] In this technical solution, staggered stone masonry can improve the stability of the stone wall, and spacers between the stones can effectively prevent the stones from colliding and tilting before grouting when installed to the structural support beam 120.

[0066] Among them, because the structural support beam 120 has a certain protrusion relative to the installation plane of the structural purlin 110, L-shaped stones are hung on the structural support beam 120 to maintain the same horizontal plane as the upper and lower stones, and are fixed by stone gaskets and marble glue, thereby realizing dry hanging of the stones on the structural support beam 120.

[0067] Among them, after the stone is dry-hung, the gap between the stone and the wall is filled and dense through concrete grouting, so that the stone and the main structure have an effective connection, and the stability is further enhanced.

[0068] Among them, concrete grouting is a very important process in the stone masonry process. In this embodiment, C30 strength fine stone concrete is used. Fine stone concrete is poured once for every 1m of stone masonry and vibrated by manual vibration or a small concrete vibrator. In order to avoid the stability of the stone being affected by the excessive masonry and the leakage of grout caused by the excessive pouring height, it is very important to strictly control the grouting height. The stone and the structure are firmly fixed together through concrete.

[0069] When the thickness of the engineering stone is greater than or equal to 100 mm and the length is greater than or equal to 600 mm, the stone hanger 141 adopts a two-way double-hook hanger with a length of 10 mm, and marble glue is added at the stone groove; when the thickness of the engineering stone is less than 100 mm, greater than or equal to 50 mm and the length is greater than or equal to 600 mm, a connecting gasket 142 is used to bond marble glue between adjacent stone sections for reinforcement.

[0070] In this technical solution, large-sized stones have a thickness of ≥100mm and a length of ≥600mm, and a two-way double-hook stone hanger 141 is used, and the length of the stone hanger 141 exceeds or equals to 10mm. When hanging large-sized stones, a small amount of marble glue needs to be applied to the grooves of the stone for fixation.

[0071] Among them, stones with a thickness of 100mm or more and a thickness of ≧50mm and a length of ≧600mm are medium-sized stones. When hanging medium-sized stones, they need to be reinforced with marble glue using stone gaskets between the left and right and upper and lower stones according to actual conditions.

[0072] In this technical solution, large-sized stones and medium-sized stones are additionally reinforced, thereby improving the safety of this construction method.

[0073] The step of further connecting the stones with adhesive also includes: filling the longitudinal adjacent surfaces of the stones with structural adhesive; gluing the inside of the transverse adjacent surfaces of the stones with marble adhesive and filling the outside with structural adhesive.

[0074] Among them, marble glue and structural glue are measures in the construction process, and can also prevent mold expansion and concrete leakage during concrete pouring. In addition, the role of structural glue is to ensure the waterproof sealing of the masonry gaps between stones, prevent rainwater from entering through the stone gaps to corrode the steel structure, increase the service life of the steel structure, and further improve the stability of this technical solution.

[0075] In the present invention, the terms "first", "second", and "third" are used for descriptive purposes only and should not be understood as indicating or implying relative importance; the term "plurality" refers to two or more, unless otherwise clearly defined. The terms "installed", "connected", "connected", "fixed" and the like should be understood in a broad sense. For example, "connected" can be a fixed connection, a detachable connection, or an integral connection; "connected" can be a direct connection or an indirect connection through an intermediate medium. For those of ordinary skill in the art, the specific meanings of the above terms in the present invention can be understood according to the specific circumstances.

[0076] In the description of the present invention, it is necessary to understand that the directions or positional relationships indicated by terms such as "up", "down", "left", "right", "front" and "back" are based on the directions or positional relationships shown in the accompanying drawings, and are only for the convenience of describing the present invention and simplifying the description, rather than indicating or implying that the device or unit referred to must have a specific direction, be constructed and operated in a specific orientation, and therefore, cannot be understood as a limitation on the present invention.

[0077] In the description of this specification, the description of the terms "one embodiment", "some embodiments", "specific embodiments", etc. means that the specific features, structures, materials or characteristics described in conjunction with the embodiment or example are included in at least one embodiment or example of the utility model. In this specification, the schematic representation of the above terms does not necessarily refer to the same embodiment or example. Moreover, the specific features, structures, materials or characteristics described can be combined in any one or more embodiments or examples in a suitable manner.

[0078] The above are only preferred embodiments of the present invention and are not intended to limit the present invention. For those skilled in the art, the present invention may be subject to various modifications and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. An artistic wall steel structure, characterized in that: include: Structural purlins, wherein the structural purlins are arranged vertically along the structural wall surface, and the surface of the structural purlins is plated with a zinc layer; A structural joist, wherein the structural joist is arranged transversely along the structural wall surface, the structural joist is arranged on a side of the structural purlin away from the structural wall surface, and the surface of the structural joist is plated with a zinc layer; A bidirectional steel mesh, wherein the bidirectional steel mesh is arranged between the structural purlins; Connectors are used to connect the stone to be installed to the structural purlins, structural joists and bidirectional steel mesh.

2. The art wall steel structure according to claim 1, characterized in that: The installation interval of the structural purlins shall not exceed 2m; The installation interval of the structural joists shall not exceed 2m.

3. The art wall steel structure according to claim 1, characterized in that: The specifications of the bidirectional steel mesh are 8mm in diameter and 150mm in spacing.

4. The art wall steel structure according to claim 1, characterized in that: The connecting piece comprises: Stone hangers, which are welded to the structural purlins and the bidirectional steel mesh and are used to connect the stone to the structural wall; A connecting gasket is arranged between stones and is used to connect single stones into a whole.

5. The art wall steel structure according to claim 4 is characterized by: The stone pendants are arranged in a plum blossom shape with a spacing of 500 mm.

6. The art wall steel structure according to claim 4 is characterized by: The height of the connection gasket is 60 mm, and the thickness of the connection gasket is 5 mm.

7. The art wall steel structure according to claim 4 is characterized by: The stone hanger is a two-way double-hook stone hanger with a length of 10 mm.

8. The art wall steel structure according to claim 1, characterized in that: The bidirectional steel mesh is arranged at a position 40 mm behind the finished surface of the structural purlin.

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