JP2014040764A - Structural component unit, structure comprising the same and method for constructing structure using the same - Google Patents

Abstract

PROBLEM TO BE SOLVED: To provide a structural component unit which is a small component adapted to construct structures of a building such as a roof, a wall, a floor, a ceiling and a stair by assembling a plurality of the same and to provide a construction method to enable the building to be constructed using the same.SOLUTION: A structural component unit has three through-holes, a large diameter hole, a small diameter hole and another small diameter hole, arranged in this order from a front side to a back side. Two structural component units with identical shapes are assembled with the orders of the through-holes of respective structural component units arranged opposite to each other and integrated with bolts which can connects a predetermined number of the structural component units. A structure such as a wall or a floor can be constructed by fixing a plurality of integrated structural component units with positions of the through-holes of the respective integrated structural component units shifted each other. In a similar manner, the structure such as a stair can be easily constructed by diagonally layering the plurality of integrated structural component units.

Description

  The present invention relates to a structure constituting unit, a structure constituted by the structure constituting unit, and a method for constructing a structure by the structure constituting unit, and particularly as a building constituted by the structure constituting unit. Is suitable for building walls, floors and stairs.

The term “structure component unit” or “unit” used in the present invention is an “element” formed by superposing at least two “component parts” or “parts”. Are stacked to form a “unit”. Specifically, it will be described later.
In the present invention, the “element” does not necessarily need to be configured by overlapping at least two “component parts” or “parts”.

  In the past, log houses, etc., in which walls and floors are structured by structures, are generally buildings that are made by stacking logs of the same size on a well girder, and with nuts on through bolts from top to bottom with logs stacked in a log. All stages are fixed by tightening with.

  As this type of wall surface structure, for example, a bolt for a wall block as disclosed in Patent Document 1 (especially see FIG. 5), Patent Document 2 (see especially FIG. 5), and Patent Document 3 (particularly FIG. 3). There is no description of the fixing method in the patent document, and the content of the background art of Patent Document 4 (particularly FIG. 4) is described as “According to these, the bolts erected on the foundation are relied on and piles are stacked thereon”. In the same manner as the conventional log house, the wall blocks are connected together by through bolts from top to bottom.

  Alternatively, in the connection method using a bolt as a known wall surface structure, the wall surface construction method disclosed in Patent Literature 4, Patent Literature 7, Patent Literature 12 (particularly FIG. 9), and Patent Literature 15 is from the bottom to the top. This is a method of fixing the structure and wall material up to the end with bolts.

  Alternatively, in the connection method using bolts as a known wall surface structure, the wall surface construction method disclosed in Patent Document 5, Patent Document 6, and Patent Document 8 (particularly FIGS. 5 and 6) is the above-described method. Although it is different, the nut is attached to the head of the same bolt, and it is a fixing structure that fixes it with bolts while stacking wall materials at the same time, but as a result, the structure and wall materials from the bottom to the top are bolted It is a method of fixing through.

  The staircase structure disclosed in Patent Document 9 (particularly FIG. 4) is a spiral in which bolts and nuts are attached to a large number of open structure bodies and the parts are shifted one by one and fixed to the bolts that are shorter than the stacked body with nuts. Structure.

  The cross beam structure disclosed in Patent Document 10 (particularly FIGS. 1, 2, 3, and 4) has one through hole in the block body, and both ends thereof are provided with semicircular grooves. By arranging the block bodies, semicircular grooves at both ends become circular openings, bolts are passed through the openings, and a horizontal reinforcing member is sandwiched and fixed on the joint, and fixed inside the central through hole. It is a structure in which the nut is stored, and once it is fixed, the tightening adjustment of the loosened nut cannot be performed later.

  A plurality of through holes are opened in the block body of the earthquake-resistant structure disclosed in Patent Document 11 (particularly FIG. 4), and similar to Patent Document 10, both end portions thereof are provided with semicircular grooves, By arranging the block bodies, the semicircular grooves on both ends become circular openings, and bolts can be passed through the openings, so that the block bodies are fixed so that they do not overlap with the seams. This is a structure in which the nut fixed to the housing is stored, and once it is fixed, the tightening adjustment of the loosened nut cannot be performed.

  The wall construction method disclosed in Patent Document 13 (particularly FIG. 8) and the block main body used for the panel are supporting works for placing concrete, and the panel and block through-holes are formed as rods called mold bars. It is effective to prevent the block from collapsing by passing the inside through the panel and block body from the bottom to the top. Furthermore, it is a method of placing concrete in a state adjusted by the outside.

In Claim 1 of the wooden construction disclosed in Patent Document 14 (particularly FIG. 3), wooden square members having a predetermined rectangular cross section are sequentially stacked horizontally, and the upper and lower square members are bonded with an adhesive, and the upper and lower positions A wooden construction method characterized by having a wooden wall that is fixedly joined by driving nails across both of the square bars in a relationship.

JP-A-8-158508 JP-A-5-163771 International Publication WO00-43606 JP 2009-264044 A JP-A-9-209478 Japanese Patent Publication No. 6-41699 JP 2003-213970 A JP-A-6-57852 Japanese Unexamined Patent Publication No. 2011-202678 JP-A-9-235801 JP 2009-256878 A JP-A-9-228515 JP 2010-37758 A Japanese Patent Application Laid-Open No. 2001-207566 Utility Model Registration No. 3132888

  Conventionally, log houses and the like have been constructed by lifting thick, strong and very heavy wood with a crane and stacking them on a well beam.

  Traditionally, the staircase girder is a tributary with a ruled line using specialized knowledge and trigonometric functions, a groove is carved with a special tool, and a step plate is fixed in the groove. Because it is long and the material is long, transport it etc. at a building materials specialist store.If it is wrong, you have to order it again and carry the long material to the site. It was a work process.

  The structure constituting unit of the present invention is a structure constituting unit for constituting a desired structure by combining a plurality of units having the same shape with a plurality of fastening bolts. And a plurality of through holes for penetrating the fastening bolts are formed, and at least one of the plurality of through holes accommodates a bolt head or a nut. The other through-holes are small through-holes through which bolts can penetrate.

The structure component unit of the present invention is a structure component unit for configuring a desired structure by combining a plurality of units of the same shape with a plurality of fastening bolts.
The structure component unit is formed by superposing at least two component parts to form an element, and the elements are stacked in a plurality of stages, and the component part has a plurality of through holes for penetrating the fastening bolts. A through hole is formed, and at least one of the plurality of through holes is constituted by a large through hole capable of accommodating a bolt head or a nut, and the other through holes are small through holes capable of penetrating the bolt. It is characterized by that.

  Furthermore, the structure component unit of the present invention is characterized in that when two component parts are combined, a stage is configured by inverting and combining the respective component parts.

  Furthermore, the structural component unit of the present invention has a through hole of a size that can accommodate the bolt head or nut of the component part, and is perpendicular to the through hole and in a direction perpendicular to the longitudinal direction of the component part. A bolt tightening hole is formed.

The structure of the present invention is a structure constituted by a structure constituting unit for constituting a desired structure by combining a plurality of units with a plurality of fastening bolts with the same shape constituting unit,
The structure constituting unit constituting the structure is formed by stacking a plurality of elements in a plurality of stages, forming a plurality of through holes for penetrating the fastening bolts, and the plurality of through holes At least one of the through holes is constituted by a large through hole capable of accommodating the bolt head or nut, and the other through holes are small through holes capable of penetrating the bolt,
A plurality of the structural component units are integrated by fastening with the plurality of fastening bolts.

The structure of the present invention is a structure constituted by a structure constituting unit for constituting a desired structure by combining a plurality of units with a plurality of fastening bolts with the same shape constituting unit,
The structure constituting unit constituting the structure is formed by superposing at least two constituent parts to form an element, and superposing the elements in a plurality of stages, and the constituent parts penetrate the fastening bolt. A plurality of through holes, and at least one of the plurality of through holes is formed by a large through hole that can receive a bolt head or a nut, and the other through hole is a bolt through hole. Possible through holes,
A plurality of the structural component units are integrated by fastening with the plurality of fastening bolts.

A method for constructing a structure according to the present invention is a method for constructing a structure constituted by a structure constituting unit for constituting a desired structure by combining a plurality of units of the same shape with a plurality of fastening bolts. And
The structure constituting unit constituting the structure is formed by stacking a plurality of elements in a plurality of stages,
The component element has a plurality of through holes for allowing the fastening bolts to pass therethrough, and at least one of the plurality of through holes is constituted by a large through hole capable of accommodating a bolt head or a nut. The other through holes are small through holes that allow bolts to penetrate,
A plurality of the structural component units are fastened by the plurality of fastening bolts, and the structural structural units are integrated.

A method for constructing a structure according to the present invention is a method for constructing a structure constituted by a structure constituting unit for constituting a desired structure by combining a plurality of units of the same shape with a plurality of fastening bolts. And
The structure constituting unit constituting the structure is formed by superposing at least two component parts to form an element, and then stacking the elements in a plurality of stages.
The component part has a plurality of through holes for allowing the fastening bolts to pass therethrough, and at least one of the plurality of through holes is constituted by a large through hole capable of accommodating a bolt head or a nut. The other through holes are small through holes that allow bolts to penetrate,
A plurality of the structural component units are fastened by the plurality of fastening bolts, and the structural structural units are integrated.

  According to the present invention, it is possible to construct a wall, a floor, a staircase, etc., which is a structure that is a building using a small shape, and to suppress distribution costs due to transportation of materials. By being made of wood, it is possible to create a gentle environment with natural materials intact.

It is explanatory drawing which showed schematically the construction method which piled up the element of the basic planar structure which concerns on embodiment of this invention in multiple steps. It is explanatory drawing which showed schematically the construction method which piled up the structure body which has a different through-hole different from the element of the basic planar structure which concerns on embodiment of this invention. It is the side view which showed schematically the relationship between the hole of the element of the construction method of the basic planar structure which concerns on embodiment of this invention, and the length of main body components. It is explanatory drawing which showed schematically the construction method of the planar structure which concerns on embodiment of this invention. It is the side view which showed schematically the relationship between the 1st step | paragraph hole of the construction method of the planar structure which concerns on embodiment of this invention, and the length of main body components. It is explanatory drawing which showed schematically the method of cut | disconnecting a set of two structural components (structure with six through-holes), and using it for a corner component. It is explanatory drawing which showed schematically the method of cut | disconnecting a set of two structural components (structure with three through-holes), and using it for a corner component. It is a perspective view of a set of two structural components (a structure having three through holes). It is a perspective view of a set of two structural components (a structure having six through holes). It is a perspective view of the pipe washer for plane connection, and the pipe washer which combined the function with the element of a bundle. It is the perspective view which showed a part of connection method of planar structure (wall). Two sets of structural components (structures with three through-holes) Figure 8 and corner parts (structures with six through-holes) Figure 6 shows the construction method and the position of use of the parts It is explanatory drawing shown by. It is the perspective view which showed a part of connection method of planar structure (floor). It is explanatory drawing which showed schematically the construction method of the staircase structure which concerns on embodiment of this invention. It is a perspective view of a set of two structural staircase components (a structure having three through holes). It is the perspective view which showed the construction method of the 1st step | paragraph in staircase structure. It is the perspective view which showed the construction method of the 2nd step | paragraph in staircase structure. It is the perspective view which showed the construction method of the step board in a staircase structure. It is a perspective view which shows a connection condition without a part of structural parts which constructed the staircase structure. Although it is the construction method of the planar structure which concerns on embodiment of this invention, it is explanatory drawing which showed schematically the method which changed the construction method. It is the perspective view which showed the state which constructed | assembled the wall and floor of the construction method of the planar structure which concerns on embodiment of this invention. The perspective view which showed the state of the anchor bolt for structure structure unit fixation using an anchor bolt holding jig to the concrete formwork of the foundation state before concrete placement before construction of the plane structure concerning an embodiment of the invention It is. It is a sectional view showing a state of a foundation for construction of a plane structure concerning an embodiment of the present invention, and a state of an anchor bolt for fixing a structure component unit using an anchor bolt holding jig in a concrete formwork.

  In the present invention, a structure such as a building wall, a floor, or a staircase is constructed by firmly connecting a plurality of elements with bolts and nuts, maintaining the strength with bolts that become the main body of the structure and bones, and further connecting methods It proposes a stacking and fixing method in which the parts of the structure are compact but constitute a strong wall by regularizing and stacking.

  In recent years, the use of thinned wood has been promoted through protection of planted forests and an eco-boom, and it has been proposed to use a small shape to further simplify the shape and reduce manufacturing costs.

  It can be said that a structure is usually composed of a roof, a wall, a floor, a ceiling, and a staircase in terms of its functional aspects. At that time, for example, since there are 4 m or more of straight stairs in a straight staircase, it was a problem how to construct it easily. Therefore, the present invention proposes a method for carrying parts in a short but regular construction method to the site in a short state and constructing a staircase structure at the installation location. The same can be said for roofs, walls, floors, and ceilings, which are other structures.

  In addition, since the construction method of the sag of the staircase is a construction method in which the materials are horizontally stacked and shifted in a certain direction, this method is proposed without requiring specialized knowledge and trigonometric functions.

  Next, embodiments for carrying out the present invention will be specifically described with reference to the drawings. In the description of the present specification, “up” and “down” directions are described in the same direction as the vertical relationship on the drawing, and “front” and “rear” directions are directions in which elements or units described later are stacked. The front side (right side in FIGS. 1 and 5) is described as the “front” direction.

  In the embodiment of the present invention, a plurality of elements are stacked to form one unit, and a plurality of the units are stacked in the up-and-down and front-and-rear direction (the front-and-rear direction coincides with the left-and-right direction in FIG. 1) to form a planar structure. is there. It is a side view of a state in which one unit is configured by stacking three stages, and a planar structure is formed by joining a plurality of one-stage portions in the left-right direction as elements.

  In this invention, the case where the element which is a component of a structure is comprised as one part, and the case where it comprises from two parts are demonstrated. In the structure in which the element is composed of two parts at the top and bottom, each part is referred to as a lower part 1a and an upper part 1b, and in the description of this embodiment, it is referred to as a "two-piece structure component". (The hatched portion in FIG. 5).

  The element has six through-holes open, and the lower part (lower part 1a part) is opened with a large-diameter hole a, a small-diameter hole b, and a small-diameter hole c from the front (right side in FIG. 3). . The upper part (the part of the upper part 1b) has a through hole opened with a small diameter c, a small diameter b, and a large diameter a from the front (right side in FIG. 3).

  Next, the second stage element is connected to the position where one bolt hole is retracted from the front (right side of FIG. 1), and is connected and fixed with a large-diameter through hole in the same way as described above. By repeatedly connecting and fixing at the same position of the hole, the structural parts are diagonally connected to the wall, floor, and, therefore, the area can be arbitrarily determined by repeating the connecting and fixing method in the same way as the construction method of two-piece structure components. And length can be added.

  In the embodiment of the present invention, two parts are joined to form one element, and a plurality of the elements are stacked to form one unit, and the unit is arranged in the vertical direction (the forward and backward direction is the horizontal direction in FIG. 4). A planar structure is formed by stacking a plurality of the same. In FIG. 4, the lower part 1a and the upper part 1b are joined together to form a single stage part (element) of the unit, and the three parts are stacked to form a single unit. FIG. 5 is a side view of a detailed combination of a plurality of elements joined in the left-right direction to form a planar structure. In the present invention, the two parts of the lower part 1a and the upper part 1b are joined in this way to form a single-stage part (element) of the unit, which points to an element that forms a structure by stacking a plurality of stages. In the description of the present embodiment, it may be referred to as “a set of two structural components” (hatched portion in FIG. 5).

  The lower part 1a as a part constituting two sets of structural components has three through holes a, b and c, and the order is a large-diameter hole a and a small-diameter hole from the previous (right side in FIG. 5). b, small aperture c and open. Next, the upper part 1b opened with the small diameter c, the small diameter b, and the large diameter a from the front (the right in FIG. 5) is placed at the same position as the three holes a, b, and c of the lower part 1a. , Superimpose. At that time, the nut is accommodated in the large-diameter through hole a and the two parts are connected and fixed. Next, the second stage lower part 1a is connected to the position where one bolt hole is retracted from the front (right of FIG. 5), and is connected and fixed with the large-diameter through hole of the connection fixing method in the same manner as described above. Similarly, by repeatedly connecting and fixing the parts at the same positions of the holes, the structural parts are obliquely connected to the walls, floors, and the like.

  Therefore, an area and a length can be arbitrarily added by repeating this connection and fixing method using a set of two structural components. In the case where an element that is a component of a structure is configured as one part, it is easy to understand if a state in which a set of two structural components is composed of one member is envisioned.

  In this case, the interval (p) between the holes of the through holes must be the same regardless of whether the element is configured as one part or in the case of a two-piece structure component.

  Hereinafter, various embodiments of the present invention will be described with reference to the drawings. FIG. 4 is a view showing a basic arrangement of two-piece structure component parts according to the present invention, showing a state in which the parts constituted by three through holes (large, small and small) are firmly connected and fixed. FIG. 5 is a diagram showing the details thereof.

  First, the bolts 34 are passed through the three holes of the 1a lower part (a) The nuts 35 are fixed in the holes of the large diameter, and the bolts 34 of the same ground are passed through the three holes of the 1b upper part (a). The first stage of fixing in FIG. 4 is completed by fixing with a nut 35 in a large-diameter hole (see FIG. 5).

  Next, in the second stage connection, the 1a lower part and the 1b upper part are fixed and completed in the same way as the first stage from the position where one bolt is retracted (see FIG. 4).

  Further, the third stage is fixed in the same manner as the second stage, and the third stage is formed as one unit with a basic structure (see FIG. 4).

  In addition, when constructing one stage, a wall and floor structure can be constructed by connecting units constructed using corner members (see FIGS. 6 and 7) at the same time. 4 and 12 are side views constructed using corner members.

  It should be noted that a staircase structure can be easily constructed by stacking two sets of staircase structural components 40 diagonally as a single step without using a corner member (see FIG. 14).

  Also, when constructing a two-piece structure component unit, the order of stacking the 1a lower part and the 1b upper part of the two-piece structure component parts is reversed, and the connection points are concentrated and the connection bolts are This is a long specification (see FIG. 20).

  Next, the description will be made with reference to the drawing, using the two-piece structure component 2 for explaining the place where the corner parts of the two-piece structure structure unit used for walls and floors are cut (see FIG. 6).

  In order to cut the corners of the six through holes of the two-piece set structure component 2 between the central holes D and H of the through holes I to H, the corners are alternately connected, so the traveling direction ( From the previous, 1a lower part of one block is c2 ((between holes) (pitch between holes p ÷ 2)-((thickness D) of two-piece structure component 2 ÷ 2)). The pitch p ÷ 2) − ((Thickness D) of the set of two structural components 2 ÷ 2) = c2). Next, the 1b upper part of one block is c1 ((hole pitch p) calculated from the hole by (hole pitch p ÷ 2) + (a set of two structural components 2 (thickness D) ÷ 2)). ÷ 2) + (two-piece set structure component 2 (thickness D) ÷ 2) = c1). Next, the 1a lower part of 2 blocks is cut from the hole at c2 calculated by (hole pitch p ÷ 2) − (two-piece structure component 2 (thickness) ÷ 2).

  Therefore, the corner parts 52, the corner parts 53, and the corner parts 56 can be alternately connected at the corners of the corners.

  By connecting the three corner parts 52, 54, and 56 in front of the three corner parts 51, 53, and 55 of the corner parts, the cross-girder without breaking the connection arrangement pattern of the two-piece structure of the present invention. Since it can be stacked in a shape (see FIG. 12), it is easy to construct a log house or the like.

  The connection parts of the corner parts are alternately connected to each other, but when there is no connection, the end faces become straight when cut at a pitch p / 2 between the holes. Therefore, if this method is used for floor construction and floor opening, work failures can be minimized.

  In addition, since one unit of the two-piece structure component unit of the present invention is stacked, the above three corner parts 51, 52, 53, 54, 55, 56 are the remaining three corner parts 57, 58, 59, 60, 61 and 62 are the same parts (see FIG. 6).

  As described above, the structure is complicated, but the corner parts can be connected to the corner with six kinds of parts (see FIG. 6).

  Furthermore, draw a portion that can be substituted by the two-piece structure component 1 (three through-holes) in the corner cut (see FIG. 6) of the six through-holes of the two-piece structure component 2 of the present invention. Thus, the remaining parts can be used as corner parts by using the two-piece structure component parts 1 (three through holes) (see FIG. 7).

  Therefore, the cut and vertical processing of the corner part of the two-piece structure component unit is a mechanism in which the end material of the cut part is used on the opposite side, so that wasteful end material is less likely to occur, and even for items with a shorter width (See FIGS. 6, 7, 12, 20, and 21).

  However, when constructing a large-area plane using the present invention, it is preferable to use the two-piece structure component 2 having fewer connection points than the two-piece structure component 1, so the situation during transportation It is possible to select the length of a set of two structural components in consideration of the above.

  Next, the drawings of the two-piece structure component 1 will be used for the state of the shape of the hole and the body of the two-piece structure structure component formed in the two-piece structure structure unit in a state preferable to the present invention. I will explain. (See FIGS. 8 and 9).

  In addition, the basic holes of the two-piece set of structural components are three through holes (large, small, small) and six through holes (large, small, small, large, small, small) in the vertical direction. The vertical use is a through-hole that is fixed by inserting a bolt 34 into the through holes 4, 5, 6 and 8 and a pipe washer 28 into the hole 3 having a larger diameter than the through holes. is there. Note that the horizontal use is a through hole in which a nut 35 fixed to the large-diameter hole 3 is inserted through the through-holes 3, 7, 9.

  The length L of the two-piece structure component 1 having three through holes is L = P × 3, and the two-piece structure component 2 is L2 = P × 6 (see FIG. 8 and FIG. 9).

  And about the position E1, E2 of the connection part with an adjacent part, it is P = E1 + E2, and a recommended position is E1 = (P / 4) * 3. P is a pitch between holes.

  Grooves 10 and 11 are dug in the entire circumference of the two-piece structure component part 1 and are grooves for sandwiching the spacer blocks 26 and 26 when the parts are connected to each other. In addition, the caulking material is injected when the spacer block is incorporated, so that there is an effect of suppressing the entry of wind and rain from the outside.

  In this way, by providing a groove in the set of two structural components, the compatibility of the connection places between the parts is lost, the degree of freedom in the direction of direction is expanded, and the structure can be constructed with the restriction of the order of the holes, In addition, by simplifying the parts, a wide range of structures can be constructed with the two-in-one structure component parts 1.

  In addition, since the bolt 34 to be used is connected from the large-diameter through hole to the next large-diameter through-hole, the connection of the bolts is performed by two pieces, and the length of the bolt to be used is (a set of two pieces) The height H of the component parts × 3) −the inner diameter of the pipe washer + (the hook allowance of the Wattscher and the nut × 2) = the bolt length. Therefore, since the length of the bolt itself is not long, parts procurement and parts management can be facilitated, and the distribution means and the two-piece structure component parts are similarly small.

  Next, the construction method of the two-piece structure constituent unit of the present invention will be described in detail by way of example based on the specific embodiment (see FIGS. 6 and 12). The description is based on the premise of using a structural component prepared with the washer 28 inserted and temporarily fixed with bolts and nuts.

  First, before placing the foundation installation place into the concrete, is the anchor bolt 72 for fixing fixed with the anchor bolt holding jig for the concrete formwork, and the concrete is placed in a state where it can be fixed to the foundation? (Refer to FIG. 22 and FIG. 23), a method of installing the anchor with the fixing bolt after the foundation is installed, a fixing member is applied before construction by either method, and the corner member as described above in order from the corner. 51 is fixed in the pipe washer, the spacer block 26 is inserted into the groove 10, the lower part 1 a is fixed and the spacer block 26 is inserted in the same manner, and the end material 52 is fixed to the first step groove 11. 27 is sandwiched between the bolts, and a water-stopping material (caulking material, etc.) is applied to the connection point. ) Was charged, followed columns of the upper part 1b also be fixed similarly to the row of low earth part 1a, to form the first stage of the two set of structure components.

  Next, the third step is performed in the same manner as the second step, in the same manner as in the first step formation method, from the hole that has been retreated by one from the front in the traveling direction.

In this way, one unit of two structures is formed by the construction of the third stage.
In addition, since the connection of this construction method and the vertical direction of the connection place are connected irregularly, it can be connected firmly.

  Furthermore, by connecting two sets of structural components, the size and width of the two sets of structural components can be constructed infinitely.

  In addition, as a method of constructing a long structure with a large area with respect to the plane, it is possible to add a large diameter, small diameter, small diameter in the same order before and after the traveling direction (front) large diameter, small diameter, small diameter, The number that can be added next to three is six (a set of two structural components 2) and the next is nine, that is, it can be added in multiples of three (see FIGS. 8 and 9).

  Horizontal construction is possible by changing the pipe washer 28 to 31 and attaching the lower part of the pipe washer 31 to a bundle, a foundation, etc. when constructing the construction method of the two-piece structure constituent unit.

  Further, when the pipe washer 31 is grounded, it is a liner or a spacer, so that the floor is adjusted horizontally, and concrete and resin adhesive are poured and fixed from the hole at the top of the pipe washer 31 to construct a floor with higher strength. Is possible.

  Furthermore, a more powerful floor can be constructed by attaching plywood to the horizontally constructed two-piece structure structure unit.

  Similarly, by attaching plywood to the wall structure, it is possible to construct a strong wall with excellent earthquake resistance.

  By attaching a detachable cap to the holes at the fixing points of the two-piece structure component unit, it is possible to prevent rain and wind from entering and to perform maintenance such as loosening of bolts.

  Next, a method for constructing a staircase girder using the construction method for a two-piece set structure unit of the present invention will be described with reference to the drawings. FIGS. 14 to 19 show the construction method of the embodiment according to the invention described above, except for the explanation of the corner cut parts in FIGS. This is a construction method in which two sets of structural components that are combined by shifting two pieces are fixed, and then two holes are combined one by one, and two sets of structural components that are combined are fixed. Therefore, it is a construction method in which the corner parts are excluded from the construction method of the two-piece structure structure unit of the planar construction.

  Further, the two-piece set structure step component of the two-piece set structure component is the same in the traveling direction (front) large diameter, small diameter, and small diameter.

  Also, unlike a planar structure in which multiple two-piece structure components are arranged and stacked vertically, a two-piece structure staircase component that rises diagonally independently has no front-rear connection and is easy to work with. It can be improved.

  The two-piece structure staircase component is the same as the two-piece structure component, but it is a two-piece structure component unit composed of three or more holes. Unlike the method of adding holes in a set of structural components, it is possible to add one hole at a time in front and back, based on a hole with a small diameter in the center (front) and a hole with a large diameter (rear) with a small diameter. Since the number of holes used in the structure does not cause a back-and-forth contact, construction is possible if the number of holes is three or more and the number is an odd number (see FIG. 14).

  By constructing a two-piece structure staircase component in which a through hole similar to the hole arrangement of the two-piece structure component of the present invention is formed, it is possible to connect as firmly as a planar structure. However, the number of additional holes is a multiple of 3 for two-piece structure components, and the odd number for two-piece structure stair components, and the fixing method is not a method of fixing in a pipe washer with a large hole. However, the principle is the same.

  Therefore, as the number of through-holes in the two-piece structure staircase component increases, the number of connections between the structures also increases, the strength increases, and the two-piece structure structure unit construction method of the present invention is used. The number of holes can be selected as appropriate (see FIG. 14).

  Next, a method for setting the dimensions of the staircase spar using the construction method of the two-piece structure component unit of the present invention will be described with reference to the drawings (see FIG. 14). In this example, the kick-up (H) is 200 mm, the tread surface (D) is 250, and the material to be used is a wooden material of 25 mm. The kick-up (H) is 200 ÷ thickness is 25 = 8. Since the shift is 8 pieces / 2 = 4, the tread surface (D) 250 ÷ 4 = 62.5. Therefore, the interval between the through holes of the component is 62.5 mm. With this method, it is possible to easily produce stair-sag girders and improve work efficiency without special knowledge such as trigonometric functions.

  Next, the construction method of the staircase structure using the construction method of the two-piece structure constituent unit of the present invention is shown in FIG. 16 (example is three through-holes of the two-piece structure structure staircase component). An example will be described in detail based on the body shape.

  With the bolt 34 for fixing to the floor, the floor base 81 and the reinforcing material 82 as the base extended so that a hole can be drilled and fixed at the bolt placement position, the base and the base are fastened with the fixing bolt 34 and finished. The state is most preferable.

  Next, the number of holes in the bolt through hole of the staircase structure, prepared in advance, the lower part 40a larger diameter (front) ), Bolt in the direction of small diameter (center), small diameter (rear) and fixed to the ground, fixed to the small diameter (rear) with nut 35, then upper part 40b small diameter (front), small diameter (center), large diameter ( Move to the same position in the rear direction. At this time, the nut 35 with the lower part 40a fixed to the small diameter (rear) is stored in the large diameter (rear) hole of the upper part 40b, and the nut 35 is fixed to the center and front bolts with the nut 34. Can be formed (see FIG. 16).

  Next, the lower part 40a with the nut 35 is put in the state where the bolt 34 is put out to the rear through hole of the large diameter (front), small diameter (center), and small diameter (rear) of the lower part 40a used in the second stage. Fix with scissors.

  The structure part in which a bolt and a nut are attached to a bolt lower part 40a with a bolt 34, which is one setback from the center of the first stage and the bolt 34, which is retracted from the center of the first stage, as the bolt lower part (a). The bolt is passed through and coupled in the direction of the center, and the upper part 40b is rolled in the direction of the small diameter (front), small diameter (center), and large diameter (rear). At this time, the nut 35 with the lower part 40a fixed to the small diameter (rear) is stored in the large diameter (rear) hole of the upper part 40b, and the nut 35 is fixed to the center and front bolts with the nut 34. The second stage can be formed (see FIG. 17B).

  In the third and subsequent stages, the same connection method as in the second stage is performed with the bolt 34 that has been retracted one from the center of the connection location as the center (reference) in the same manner as described above.

  In this way, the staircase of the two-piece structure component unit of the present invention can be easily constructed by replacing the staircase plate structure parts 41 in the middle of stacking and connecting and fixing (see FIG. 18).

Anyway, in the construction method and shape of the plane and staircase of the structure according to the present invention, it can be used in various fields, and the material can be formed of resin, metal, concrete, etc. according to the purpose of use. It can be widely used in buildings.

(1X) Two set of structural components (structure with six through holes)
(1) A set of two structural components (structure with three through holes)
(1a) Two sets of structural components Lower parts
(1b) Two sets of structural components upper parts
(2) A set of two structural components (structures with six through holes)
(2a) Two sets of structural components Lower parts
(2b) Two piece set structure component upper part
(3) Large-diameter through hole (pipe washer storage hole) and lateral connection through hole
(4) Longitudinal connecting through hole
(5) Vertical connection through hole
(6) Vertical connection through hole
(7) Lateral connection through hole
(8) Longitudinal connecting through hole
(9) Lateral connection through hole
(10) Groove for positioning spacer (horizontal connection)
(11) Groove for positioning spacer (vertical connection)
(12) Large-diameter through hole (pipe washer storage hole) and lateral connection through hole
(13) Vertical connection through hole
(14) Longitudinal connection through hole
(15) Vertical connection through hole
(16) Lateral connection through hole
(17) Vertical connection through hole
(18) Lateral connection through hole
(19) Large-diameter through hole (pipe washer storage hole) and lateral connection through hole
(20) Vertical connection through hole
(21) Longitudinal connection through
(22) Longitudinal connection through hole
(23) Lateral connection through hole
(24) Vertical connection through hole
(25) Lateral connection through hole
(26) Spacer block small (horizontal connection)
(27) Spacer block size (vertical connection)
(28) Pipe washer (for walls)
(29) Connection fixing bolt through hole
(30) Connection fixing bolt through hole
(31) Long pipe washer (for floor)
(32) Connection fixing bolt through hole
(33) Connection fixing bolt through hole
(34) Connection fixing bolt
(35) Connection fixing nut, washer set
(36) Level adjustment spacer for floor construction (40) Two-stage structure staircase component (staircase structure with three through holes)
(40a) Two-piece set structure staircase component upper part
(40b) Two sets of structural staircase components Lower parts
(41) Staircase components with two sets of staircase components (two staircase structures with three through holes)
(51) Corner part, 2a, 1st stage, front part (same as 62)
(52) Corner parts, 2a, 1st stage, rear parts (same as 61)
(53) Corner parts, 2b, 1st stage, rear parts (same as 60)
(54) Corner parts, 2b, 1st stage, front parts (same as 59)
(55) Corner part, 2a, 2nd stage, front part (same as 58)
(56) Corner parts, 2a, 2nd stage, rear parts (same as 57)
(57) Corner part, 2b, 2nd stage, front part (same as 56)
(58) Corner parts, 2b, 2nd stage, rear parts (same as 55)
(59) Corner part, 2a, 3rd stage, front part (same as 54)
(60) Corner parts, 2a, 3rd stage, rear parts (same as 53)
(61) Corner part, 2b, 3rd stage, front part (same as 52)
(62) Corner part, 2b, 3rd stage, rear part (same as 51)
(63) Corner part, 1a, 1st stage, front part (1b, 3rd stage, rear part)
(64) Corner part, 1a, 1st stage, rear part (1b, 3rd stage, front part)
(65) Corner part, 1b, 1st stage, front part (1a, 3rd stage, rear part)
(66) Corner part, 1b, 1st stage, rear part (1a, 3rd stage, front part)
(67) Corner part, 1a, 2nd stage, front part (1b, 2nd stage, rear part)
(68) Corner part, 1a, 2nd stage, rear part (1b, 2nd stage, front part)
(70) Concrete formwork
(71) Anchor bolt holding jig for concrete formwork
(72) Anchor bolt for fixing structural component unit
(73) Concrete foundation
(74) Reinforcement of concrete foundation
(80) Finishing materials (flooring etc.)
(81) Base material (floor base)
(82) Base (Reinforcement base for staircase installation)
(a) Large-diameter hole
(b) Small-diameter hole
(c) Small-diameter hole
(d) Large-diameter hole
(p) Hole and hole width
(p1) Width of 3 holes (basic through hole)
(c1) Corner cut width
(c2) Corner cut width
(E) Hole and hole width
(E1) Link width
(E2) Link width
(L) Total length of 1
(L2) Total length of 2
(H) Height of component parts
(D) Part width
(K) Stair lift
(F) Stair tread dimensions

Claims (8)

A structural unit for configuring a desired structure by combining a plurality of units with the same shape of the structural unit with a plurality of fastening bolts,
The structural component unit is configured by stacking a plurality of elements in a plurality of stages, forming a plurality of through holes for penetrating the tightening bolts, and at least one of the plurality of through holes penetrating. A structure constituting unit characterized in that the hole is constituted by a large through hole capable of accommodating a bolt head or a nut, and the other through hole is a small through hole capable of penetrating the bolt.   The structure component unit is formed by superposing at least two component parts to form an element, and the elements are stacked in a plurality of stages, and the component part has a plurality of through holes for penetrating the fastening bolts. A through hole is formed, and at least one of the plurality of through holes is constituted by a large through hole capable of accommodating a bolt head or a nut, and the other through holes are small through holes capable of penetrating the bolt. The structural component unit according to claim 1, wherein:   3. The structure according to claim 2, wherein when the two structural parts are combined, the structure constituent unit forms a stage by inverting the front and rear of the respective structural parts. Product component unit.   The component part is characterized in that a through hole of a size that can accommodate the bolt head or nut is formed with a bolt fastening hole that is perpendicular to the through hole and in a direction perpendicular to the longitudinal direction of the component part. The structural component unit according to claim 2 or 3. It is a structure constituted by a structure constituting unit for constituting a desired structure by combining a plurality of units with a plurality of fastening bolts of the same shape constituting unit,
The structure constituting unit constituting the structure is formed by stacking a plurality of elements in a plurality of stages, forming a plurality of through holes for penetrating the fastening bolts, and the plurality of through holes At least one of the through holes is constituted by a large through hole capable of accommodating the bolt head or nut, and the other through holes are small through holes capable of penetrating the bolt,
A structure in which a plurality of the structural component units are integrated by fastening with the plurality of fastening bolts. It is a structure constituted by a structure constituting unit for constituting a desired structure by combining a plurality of units with a plurality of fastening bolts of the same shape constituting unit,
The structure constituting unit constituting the structure is formed by superposing at least two constituent parts to form an element, and superposing the elements in a plurality of stages, and the constituent parts penetrate the fastening bolt. A plurality of through holes, and at least one of the plurality of through holes is formed by a large through hole that can receive a bolt head or a nut, and the other through hole is a bolt through hole. Possible through holes,
A structure in which a plurality of the structural component units are integrated by fastening with the plurality of fastening bolts. It is a construction method of a structure constituted by a structure constituting unit for constituting a desired structure by combining a plurality of units with a plurality of fastening bolts of the same shape constituting unit,
The structure constituting unit constituting the structure is formed by stacking a plurality of elements in a plurality of stages,
The component element has a plurality of through holes for allowing the fastening bolts to pass therethrough, and at least one of the plurality of through holes is constituted by a large through hole capable of accommodating a bolt head or a nut. The other through holes are small through holes that allow bolts to penetrate,
A method for constructing a structure, comprising: fastening a plurality of the structural component units with the plurality of fastening bolts to integrate the structural component units. It is a construction method of a structure constituted by a structure constituting unit for constituting a desired structure by combining a plurality of units with a plurality of fastening bolts of the same shape constituting unit,
The structure constituting unit constituting the structure is configured by superposing at least two constituent parts to form an element, and then superposing and stacking the elements in a plurality of stages.
The component part has a plurality of through holes for allowing the fastening bolts to pass therethrough, and at least one of the plurality of through holes is constituted by a large through hole capable of accommodating a bolt head or a nut. The other through holes are small through holes that allow bolts to penetrate,
A method for constructing a structure, comprising: fastening a plurality of the structural component units with the plurality of fastening bolts to integrate the structural component units.

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