Single Story Industrial Steel Structures Workshops

Product Specifications

Prod Model:	K-62731
Brand Name:	K-Home
Wall Panel:	PU Sandwich Panel
Cladding Panel:	PU Sandwich Panel
Color:	Ral Color
Container Frame:	Q235B Steel
Window:	Aluminium Alloy or Plastic Steel Window
Material:	Steel Structure
Usage:	Workshop
Certification:	CE
Customized:	Customized

Product Description

                                     Single Story Industrial Steel Structures Workshops   

I. Specification

Project Name Single Story Steel Structure Workshop Size total length and width, roof and eave height, roof pitch, etc Roof and Wall Glass wool panel, EPS, rock wool or PU sandwich panel Door and Window PVC or Aluminum alloy; sliding door or rolled door Column and Beam option:hot rooled or welded H section, I section; painting or galvanized Purlin option:C-Section or Z-section Local Climate 1.wind speed   2.snow load  3.rain quantity  4.earthquake grade if have More details is preferred. Crane Parameter  If need crane beam, crane tons parameter and lift height are needed Drawing  1. according to clients' drawing   2. design as per clients' dimension and requests Package Naked loaded in shipping container or as per requests. Loading   40HP, 40 GP,  40 OT

II. The Composition of Single Story Steel Structure

     Single story industrial steel structure workshop are consisting of roof structures, columns, crane beams, brake beams (or brake trusses), various supports, and wall frames. These components can be divided into the following categories according to their role:

 (1) Example of composition of steel structure of single-storey plant:

    (A) Without purlin roof; (b) purlin roof
    (a) Horizontal frame. The main load-bearing system of the steel structure of the single-storey plant is subjected to the structural weight, wind, snow load and the vertical and lateral loads of the crane and the transfer of these loads to the foundation The
    (b) Roof structure. Bear the roof structure of the load, including horizontal frame beams, brackets, the middle roof trusses, skylights, purlins and so on.
    (c) Supporting system. Including the support of the roof part and the pillar support, etc., on the one hand with the column, crane beam and other components of the steel plant structure of the longitudinal frame, bear the vertical horizontal load; the other hand, the main load-bearing system by the individual plane structure Into the overall structure of the space, thus ensuring the single-storey steel structure of the necessary rigidity and stability.
    (d) Crane beam and brake beam (or brake truss). Mainly bear the vertical and horizontal load of the crane, and these loads are transmitted to the horizontal frame and the longitudinal frame.
    (e) Wall frame. Bear the wall of the weight and wind load.
    
     In addition, there are some secondary components such as ladders, walkways, doors and windows. In some single-storey steel structure, due to the requirements of the operation of the process, also has a working platform.


III. The layout of the Column Network and Temperature Expansion Joints

    (1) Column layout
    The layout of column rows is to determine the arrangement of the steel structures of the single-storey steel plant in the plane, that is, to determine the lattice formed by their longitudinal and transverse positioning axes. The span of the steel structure of the single-storey plant is the dimension between the longitudinal axis of the column and the column spacing of the single-storey steel structure is the size of the column between the transverse positioning axes.
    (2) Grid layout and temperature expansion joints
         (A) the column spacing is equal; (B) the column has a column

   (3) When the column network layout, should pay attention to the following aspects:

    (a) Should meet the production process requirements. The plant is a direct production for industrial production, different nature of the plant has a different production process, a variety of processes required for major equipment, crystal size and production space are the main factors determining the span and column spacing. The position of the column (including the position of the base of the column) shall be coordinated with the ground (underground) equipment, machinery and lifting equipment. In addition, the layout of the column should still consider future production development and possible changes in the production process.
    (b) Should meet the requirements of the structure. In order to ensure the normal use of the workshop, the plant has the necessary rigidity, should be arranged in the same column on the same horizontal axis, in order to form a transverse frame with the roof or beam to provide the greatest lateral stiffness.
    (c) Should be consistent with the principle of economic rationality. The spacing of the columns has a large effect on the amount of steel used in the structure. The more economical column spacing can be determined by means of specific schemes. For example, in the workshop where the columns are large and the span is large and the weight of the crane is small, May be economically sound. In order to reduce the production and installation of steel structure plant workload, should try to achieve the structural components of the unified and standardized to meet the "plant building unified basic rules" requirement: When the single-storey plant steel structure span is less than or equal to 18 m, Im is the modulus, that is, 9m, 12m, 15m, 18m; when the plant span is greater than 18m, then 6m for the modulus, that is, 24m, 30m, 36m. However, when the process layout and technical economy have obvious advantages, but also can be used 21 m, 27 m, 33 m and so on. Plant column spacing is generally more economical 6m, when the process has special requirements, the local pumping column, that is, the column made from the 12 m; for some of the expansion of the column requirements of single-storey steel structure can also be used 9m and 12 M column distance.



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