JP2001295370A - Framework structure and assembling method of compost shed with truss unit type simple prefabricated frame structure - Google Patents

Abstract

PROBLEM TO BE SOLVED: To improve productivity, constructibility and safety in the case of the construction of a compost shed and decrease the investment in plant and equipment for farm management by reducing construction costs. SOLUTION: Two kinds of unit components, that is, a column truss unit 1 and a roof truss unit 2 are connected by three kinds of connecting materials, that is, a roof truss unit connecting material 3, a roof truss unit panel connecting material 4, and a column truss unit connecting material 5 for a framework structure to be completed. The work of about 70 percent in the process of assembling can be performed by field assembling, and weight saving makes large-sized heavy equipment vehicle such as a crane vehicle, etc., unnecessary for a base curing work, etc., to be able to be reduced. The workability of drilling, shop assembly, welding and the like is improved in the process of production for the purpose of enabling the reduction in consumable materials. The production of the unit components enables management process to be simplified.

Description

DETAILED DESCRIPTION OF THE INVENTION TECHNICAL FIELD OF THE INVENTION

BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a composting structure having a truss structure and a framed structure composed of unitized columns and a roof.

[Prior art]

[0002] Conventionally, most of the construction methods in compost building construction are H
The main structure is a combination of steel bars and steel pipes.
Of the frame members such as pillars, stakes, connecting materials, etc., the pillars are laid at predetermined positions on the foundation concrete, and then the beams and connecting materials are lifted one by one with a crane, and the method of constructing the frames is carried out. Mainly, in addition to the workability and safety of the construction method, there are many issues in both the production process and in the production process, in order to process heavy steel materials, drilling holes, temporary assembly, It is characterized by many movements by cranes and lift trucks from welding to painting, and at the same time, the consumption of materials such as electric oxygen, acetylene gas, carbon dioxide, welding rods, welding wires, etc. is proportional to the increase in weight. is there. After the completion of the factory production, transport to the construction site will be performed, but the columns and beams will be longer and lighter than those of the lightweight structure.
In addition, because of its heavy weight, it must be transported by a large truck or a large trailer.For assembly work, heavy equipment such as a rough terrain crane or truck crane is required to lift heavy materials. In order to prevent a fall accident, a lot of setup steps are required depending on the condition of the roadbed, including the roadbed curing such as laying of an iron plate.

[Problems to be solved by the invention]

[0003] The simplification of the production process and on-site assembly, the reduction of temporary construction work, and the construction of a framework with a lightweight unit structure that eliminates the need for heavy equipment vehicles have been established. The aim is to reduce the construction cost due to safety and shortening the construction period.

[Means for Solving the Problems]

The present invention relates to a column truss unit having a triangular combination, FIG. 3 and a roof truss unit also having a triangular combination. FIG. Figure 1 shows the unit structure of the truss structure. By combining the truss structure, it is possible to obtain sufficient strength that satisfies the requirements of the Composting Building Standards (Article 38 of the Building Standards Law), and to reduce the weight of steel materials. Cutting and drilling work is easy, and steel material dissolves quickly even in temporary assembly and welding processes. Due to these effects, welding rods, welding wires, oxygen, acetylene gas, carbon dioxide gas, electricity, cutting oil drills, band saws, etc. Consumption will be reduced and the generation of industrial waste will also decrease proportionally, resulting in increased productivity due to their linked action Cost reduction can be achieved.

According to the present invention, the pillar truss units 1 are arranged in parallel with each other so that the pillar truss units 1 face each other on the upper end surfaces of the cloth foundation concretes 41 and 43 of FIG. 33 is fixed to the upper end face and the side face of the cloth foundation concrete FIG. 6 with anchor bolts, and the operation is repeated for each span.
Two roof truss units 2 are arranged at random, and 34 parts of each are connected and fixed by bolts. The roof truss unit connecting material 3 is inserted into the horizontal middle part at the bottom of the connected roof truss unit, and 35 parts and 2 places are connected by bolts. The roof truss unit panels 6 are fixed and become one roof truss unit panel 6 shown in FIG. 8. The roof truss unit panels 6 and 2 are erected at intervals of span L1 and FIG. Into the roof truss unit panel connecting material 4 and connect and fix it with bolts.
The frame drawing 9 of the roof part is completed. Next, the truck with the UNIC is placed on the soil concrete, the roof figure 9 assembled is lifted by the UNIC, and the pillar is built on the span L1 of the cloth foundation concrete. Truss units 1, 4
The roof truss unit 1 and the roof corner 36 are connected and fixed by bolts to lower the corner 36 of the roof part shown in FIG. 9 to the upper part of FIG. 2 to complete the frame of the span L1. The above process is repeated at intervals of the span L1, and the top view 11 of the opened span L1 is connected to the roof truss unit panel knit timber 4 at 37 parts and 11 places of the roof truss unit panel 6, and connected and fixed by bolts. The same process is repeated for the same span, and all the frames are completed.

BEST MODE FOR CARRYING OUT THE INVENTION

The present invention will be described with reference to the drawings. FIG. 1 shows a completed state of a truss unit panel-structured composting room. The steps are as follows: a column truss unit 1 and a roof truss unit 2 shown in FIG. And roof truss unit connecting material 3
Starting with the production of the roof truss unit panel ties 4 and the column truss unit ties 5 in FIG. 3, the column truss unit 1 ties the vertical main columns 11 and the reinforcing columns 12 standing on the cloth foundation concretes 41 and 43 in FIG. The roof truss unit 2 is constituted by 13 and 14 and is formed by joining the lower reinforcing column 15 to 31 by bolts or welding. A pillar vertical truss unit 1 and a roof truss are formed by arranging and joining a reinforcing vertical member large 19, a reinforcing vertical member small 20, and a reinforcing diagonal member 21 therebetween in a triangular shape formed by the configuration. Unit 2 is a main component unit in the present invention, and those components are shown in FIG.
Are connected and fixed, and joined by the roof truss unit connecting member 4 and the column truss unit connecting member 5 of FIG. 2 which are connected on the cloth foundation concretes 41 and 43 of FIG. .

FIG. 1 is a perspective view of the completed framing. The framing process is shown in FIG. 6. 7 are fixed in the state shown in FIG. 7 and the pillar truss units 32 and 33 are fixed to the upper end faces and side faces of the cloth foundation concretes 41 and 43 by anchor bolts, and then are fixed on the slab concrete 42 shown in FIG. Stop the truck with Unic at the third span from the end,
After the outriggers are extended and fixed, the roof truss unit 2 and the roof truss unit 2 shown in FIG. Join. Repeat the process, two roof truss unit panels 6 Fig. 8
Are arranged in parallel at the width of the assembly span L1, and FIG.
The roof truss unit connecting members 4 are joined by bolts at 37 places and 11 places to complete the frame diagram 9 of the span L1 by the ground framing, and the roof truss unit panel diagram 9 framed using the crane of the truck with the UNIC is used as the pillar. The truss unit 1 is lifted up and lowered so that the four 36 parts are aligned, and the four 36 parts are connected and fixed with bolts. This process is repeated for the next span one span apart, so that every other span the independent roof truss unit of FIG. 9 becomes the framed structure of FIG. 37 copies in 11 places,
The frame of the present invention in which the roof truss unit panel connecting members 4 are connected and fixed by bolts is completed.

Approximately 70% of the above site work is performed by the terrain, and the safety and economic efficiency resulting from the improvement of the work efficiency require the expansion of facilities after the construction and the extension work accompanying the increase of compost. Even if it occurs, construction can be performed under the same conditions, and construction costs for future construction can be reduced.

【The invention's effect】

As described above, according to the present invention, it is possible to improve both the workability and the workability, which cannot be obtained with a structure using a heavy steel material such as an H-section steel. The effect is to reduce the capital investment burden of farmers who need to construct a compost or livestock barn, and at the same time, to reduce the amount of manure before treatment by the structure that is widened in the approach direction as a structural feature. Since the carry-in port and the carry-out port as compost are provided on opposite sides, a work form of one-way flow work can be adopted, and work efficiency on the user side can be improved.

[Brief description of the drawings]

FIG. 1 is a perspective view of a shaft assembly.

FIG. 2 is an exploded perspective view of a shaft assembly.

FIG. 3 is a partial perspective view of a pillar unit.

FIG. 4 is a partial perspective view of a roof truss unit.

FIG. 5 is a perspective view of a foundation concrete linking column truss units.

FIG. 6 is a sectional view of a foundation concrete where a column truss unit is fixed.

FIG. 7 is a perspective view of a column truss unit arrangement.

FIG. 8 is a front view of a roof truss unit panel.

FIG. 9 is a perspective view of a roof truss unit ground.

FIG. 10 is a front view of the frame structure.

FIG. 11 is a perspective view of a roof truss unit ground structure mounting structure.

[Explanation of symbols]

DESCRIPTION OF SYMBOLS 1 Pillar truss unit 2 Roof truss unit 3 Roof truss unit connecting material 4 Roof truss unit panel connecting material 5 Pillar truss unit connecting material 6 Roof truss unit panel 11 Vertical main pillar 12 Reinforcement pillar 13 Connecting material 14 Connecting material 15 Lower reinforcing column 16 Roof diagonal member 17 Roof reinforcement diagonal member 18 Reinforcement horizontal member 19 Reinforcement vertical member large 20 Reinforcement vertical member small 21 Reinforcement diagonal member 31 Reinforcement column, lower reinforcement column connection part 32 Column truss unit fixing part upper end 33 Column truss unit fixing part side surface 34 Roof truss unit connecting part 35 Roof truss unit connecting material connecting part 36 Pillar truss unit roof truss unit connecting part 37 Roof truss unit panel connecting material 41 Cloth foundation concrete 42 Soil concrete 43 Cloth foundation concrete

Claims (3)

[Claims] 1. A truss unit type simple assembling compost bar having a framed structure of a panel unit structure combining a column truss unit and a roof truss unit. 2. A truss unit-type simple assembling composting system in which roof truss units laid at four points at the top of pillar truss units arranged at equal intervals at the upper end of the cloth foundation concrete are connected and fixed, and the truss unit is assembled by repetition. Assembly method. 3. A light weight structure of a truss unit-type simple assembling structure composting system in which a truss structure unit can be made into parts to reduce the weight of each part.