JP2007092494A - Assembling type part for building - Google Patents

Abstract

<P>PROBLEM TO BE SOLVED: To provide an assembling type part which realizes an assembling type building, and also to provide a method used for the same. <P>SOLUTION: A shape of a hexagonal columnar body of the assembling type part makes assembling (meeting) efficient, and the hexagonal columnar bodies are formed into a columnar body member (wall, column) and a plate shaped member (floor, wall, column). A steel material for joining, a bolt, a steel member for connection or the like constitutes mechanism for transmitting force and is formed into a structural frame. The building is realized by three-dimentionally expanding the joinings of the assembling type parts and assembling them. <P>COPYRIGHT: (C)2007,JPO&INPIT

Description

    The present invention is an assembly-type component used for construction.

    Conventional construction method reinforced concrete structure realizes a strong, durable and earthquake-resistant building as a structural framework.

    While maintaining robustness, durability, and earthquake resistance, it is possible to improve the efficiency of the production site by subdividing the framework of the structure and replacing it with assembly-type parts.

    Problem 1 is an invention of an assembly-type component that realizes efficient production of a building structure frame.

    Problem 2 is an invention of an assembly-type component that realizes a force transmission mechanism of a structural frame composed of the assembly-type component.

    Problem 3 is an invention of a class of assembled parts that realizes a force transmission mechanism of a structural frame composed of assembled parts.

    Problem 4 is an invention of an assembly-type construction method.

    As a means for solving Problem 1, the assembly-type component of the invention forms a hexagonal columnar body having two acute angles and four obtuse angles. The acute angle is 60 ° and the obtuse angle is 150 °.

    As means for solving the problem 2, the assembling-type parts of the present invention are formed with steel bolts having joint bolt holes or buried nuts formed at the positions of both ends of the material, and further formed with joint bolt holes, and a plurality of steel materials joined thereto. Are integrally formed at the position of the material axis. Further, a semi-cylindrical notch is formed in the edge portion of the material shifted in position from the joining bolt hole.

    As means for solving the third problem, the assembling-type part of the invention has one or more joining bolt holes and slits at the positions of both ends of the material, and further, the edge of the material shifted from the joining bolt hole. A semi-cylindrical notch is formed in the part.

    As a means to solve the problem 4, all the columnar members (walls, columns, etc.) can be obtained by connecting assembly parts in series, joining them in equilateral triangles or combining them in polygons, and stacking them vertically. Is obtained. Moreover, a plate-like member (floor, wall, beam) can be obtained by expanding and accumulating the joints at a two-dimensional position where the regular triangle is continuously inverted vertically and horizontally.

    The effect of the invention corresponding to Problem 1 is to efficiently realize the combination (summing) of the assembly-type parts.

    The effect of the invention corresponding to the second problem is that, as a wall, a column (columnar body member), or a truss-like framework (plate-like member), a force transmission mechanism as a building structural framework is realized. is there.

    The effect of the invention corresponding to the third problem is that a wall, a column (columnar body member) or a truss-shaped framework (plate-shaped member) depending on assembly type parts, and a force of a building structural framework. It is to realize a transmission mechanism.

    The effect of the invention corresponding to Problem 4 is to realize a structural framework by accumulation of operations mainly including bolt joining operations.

    FIG. 1 is a detailed view of an assembly-type component and an assembly procedure diagram of a column (columnar member) depending on the assembly-type component. (A) is a perspective view of the assembly type component. (B) is a plan view of the assembly-type component, (C) is a side view thereof, and (D) is a short side view thereof. Further, (E) is an assembly procedure diagram of a column (columnar member).

    FIG. 2 is an assembly procedure diagram of the wall (columnar member) depending on the assembly-type component. (A) is a plan view. (B) is a perspective view.

    FIG. 3 is an assembly procedure diagram of a wall (columnar member) depending on an assembling type part. (A) is a plan view. (B) is a perspective view.

    FIG. 4 is an assembly procedure diagram of a floor or the like (plate-like member) depending on assembly-type parts. (A) is a plan view and (B) is a perspective view.

    FIG. 5 is an assembly procedure diagram of a floor or the like (plate-like member) depending on the type of assembling-type parts. (A) is a top view. (B) is a perspective view, and (C) is a perspective view of a single assembly-type component.

    FIG. 6 shows an example of the dry method. (A) expresses the basics. The parts other than the foundation are assembled structural frames.

    FIG. 7 shows an example of the dry method. The arrangement shown in FIG. 6 is used for the approach portion of the building.

    FIG. 8 shows an embodiment of the wet method, and shows a state before the concrete is poured.

    FIG. 9 is an embodiment of the wet method, and shows a state after the concrete is poured.

FIG. 4 is a detailed view of an assembly-type component, and shows a column assembling procedure.

These are the figures which showed the assembly procedure of the wall by an assembly-type component.

FIG. 5 is a view showing a procedure for assembling a wall according to different types of assembling-type parts.

These are the figures which showed the assembly point of the plate-shaped member by an assembly-type component.

FIG. 7 is a perspective view of the assembling-type parts according to type and a diagram illustrating the assembling procedure of the plate-like member according to the perspective view.

These are figures which show the Example of the dry-type construction method using an assembly-type component.

These are figures which show the Example of the dry-type construction method using an assembly-type component.

These are figures which show the Example of the wet construction method using an assembly-type component, and are the figures which showed the process.

These are figures which show the Example of the wet construction method using an assembly-type component, and are the figures which showed the process.

Explanation of symbols

(A) An acute angle part. 60 ° angle
(B) Obtuse angle part. Angle 150 °
(C) Joining bolt hole and buried nut (d) Square groove (e) Cylindrical notch (f) Joining steel plate (g) Steel rising from the foundation (h) Foundation (i) Steel for connection Plate (j) Cut slit and bolt hole (k) Bolt hole for joining (waterproof shield)
(L) Hexagonal steel plate for joining (m) Cut slit

Claims (4)

  An assembly-type component unit in which a hexagonal columnar body having two acute angles, an angle of 60 °, four obtuse angles, and an angle of 150 ° is formed in a building assembly-type component.   In a single assembly type part for building, a joint bolt hole is formed at the positions of both ends of the material, and further, a steel sheet for connection or a steel rope for connection formed with a similar bolt hole is formed into a notch shape for joining. The assembly-type component unit according to claim 1, wherein a plurality of slits or a single slit is formed.   In a single building assembly type part, bolt holes for joining are formed at positions on both ends of the material, and a plurality of cut slits for joining or connecting steel materials for connection or steel materials for connection in which similar bolt holes are formed, or The assembly-type component unit according to claim 1, wherein a single unit is formed.   A construction method using the assembly-type component according to claim 1, claim 2, or claim 3.