JP2016098561A - Wall structure - Google Patents

Wall structure Download PDF

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JP2016098561A
JP2016098561A JP2014236497A JP2014236497A JP2016098561A JP 2016098561 A JP2016098561 A JP 2016098561A JP 2014236497 A JP2014236497 A JP 2014236497A JP 2014236497 A JP2014236497 A JP 2014236497A JP 2016098561 A JP2016098561 A JP 2016098561A
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wall structure
frame member
column
main body
upper frame
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浩司 北原
Koji Kitahara
浩司 北原
昌晃 島本
Masaaki Shimamoto
昌晃 島本
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Lixil Corp
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Lixil Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a wall structure that can be made attractive firstly and can be improved in workability secondly.SOLUTION: A wall structure comprises columns 10, lower frame materials, upper frame materials, horizontal materials, stringers 14, and block materials 4 arranged in a plurality of rectangular regions and formed by the upper frame materials, upper frame materials, horizontal materials arranged in a lattice shape, and an intermediate column 10b comprises a main body part 19 for securing structural resistance, and an exterior part 20 consisting of a shaft part 21 having one end connected to the main body part 19, projecting in a depth direction T3, and extended from an upper end side to a lower end side, and a column face part 22 projecting in a width direction T1 from a projection-directional tip of the shaft part 21, extended from an upper end part to a lower end part, and formed to a width dimension t1 smaller than the main body part 19.SELECTED DRAWING: Figure 1

Description

本発明は、塀や垣根等の外構の壁構造体に関する。   The present invention relates to an external wall structure such as a fence or a fence.

従来、塀や垣根等の外構の壁構造体には、複数のブロック材をモルタルなどで接合させつつ積み重ねて構築したものがある。しかしながら、この種の湿式の壁構造体は、モルタルを塗布しながらブロック材を積み重ねる作業などによって、また、モルタルが硬化するまでに時間を要することによって、工期が長期化するという欠点がある。   Conventionally, some external wall structures such as fences and fences are constructed by stacking a plurality of block materials while joining them with mortar or the like. However, this type of wet wall structure has the disadvantage that the construction period is prolonged due to the operation of stacking block materials while applying mortar and the time required for the mortar to harden.

これに対し、例えば図10に示すように、所定間隔をあけて立設される複数の支柱1と、隣り合う支柱1に架設される上枠材2及び下枠材3と、支柱1、上枠材2、下枠材3で囲まれた領域に設けられるとともに上下左右に並設される複数のブロック材4とを備えて構成した壁構造体Aが提案、実用化されている(例えば、特許文献1参照)。   On the other hand, for example, as shown in FIG. 10, a plurality of support columns 1 erected at predetermined intervals, an upper frame member 2 and a lower frame member 3 installed on adjacent columns 1, A wall structure A comprising a plurality of block members 4 provided in the region surrounded by the frame member 2 and the lower frame member 3 and arranged side by side vertically and horizontally has been proposed and put into practical use (for example, Patent Document 1).

また、この乾式の壁構造体Aでは、上下に並設されるブロック材4の間に、左右に隣り合う支柱1に架け渡して横材5が設けられ、左右に並設されるブロック材4の間に、隣り合う下枠材3と横材5、横材5同士、横材5と上枠材2に接続して縦材6が配設される。さらに、支柱1にはブロック材4を保持するための縦枠材7が取り付けられている。   Moreover, in this dry type wall structure A, a cross member 5 is provided between the block members 4 arranged in parallel in the vertical direction so as to span the columns 1 adjacent to the left and right, and the block material 4 arranged in parallel in the left and right directions. Between the adjacent lower frame member 3 and the cross member 5, the cross members 5 are connected to each other, and the cross member 5 and the upper frame member 2 are connected to the vertical member 6. Further, a vertical frame member 7 for holding the block member 4 is attached to the support column 1.

このように構成した壁構造体Aにおいては、上枠材2、下枠材3、縦枠材7、横材5、縦材6によって格子状の支持構造が支柱1間に形成され、この格子状の支持構造の各マス目領域に個々のブロック材4を配置して支持する。これにより、モルタルなどの湿式工法によって固定することなく、乾式工法で壁構造体Aの強度を確保でき、大幅に施工性を高め、工期短縮を図ることが可能になる。   In the wall structure A configured as described above, a grid-like support structure is formed between the support columns 1 by the upper frame member 2, the lower frame member 3, the vertical frame member 7, the horizontal member 5, and the vertical member 6. An individual block member 4 is arranged and supported in each square area of the support structure. Thereby, the strength of the wall structure A can be ensured by a dry method without being fixed by a wet method such as mortar, so that the workability can be greatly improved and the work period can be shortened.

特開2009−179993号公報JP 2009-179993 A

しかしながら、上記従来の乾式の壁構造体Aにおいては、壁構造体Aの強度を確保するために、支柱1がある程度太く形成されており、特に壁構造体Aの幅方向T1両側端部にそれぞれ設けられる一対の支柱1(端部支柱1a、コーナー支柱1c)や、これら一対の支柱1(1a、1c)の間に設けられる支柱(中間柱)1(1b)が太いことによって壁構造体Aの見栄えが悪くなってしまう。   However, in the conventional dry-type wall structure A, in order to ensure the strength of the wall structure A, the struts 1 are formed to be somewhat thick, and in particular, at the both ends of the wall structure A in the width direction T1 respectively. The wall structure A is formed by a thick pair of columns 1 (end column 1a, corner column 1c) and columns (intermediate columns) 1 (1b) provided between the pair of columns 1 (1a, 1c). Looks worse.

また、上枠材2、下枠材3、縦枠材7、横材5、縦材6などの各部材をビス留めして固定するため、ビス点数が多く、これら各部材の取付作業に多大な時間と労力を要する。   Moreover, since each member, such as the upper frame material 2, the lower frame material 3, the vertical frame material 7, the horizontal material 5, and the vertical material 6, is fastened with screws, the number of screws is large, and it is very difficult to attach these members. Takes time and effort.

本発明は、上記事情に鑑み、第一に見栄えを良くすることができ、第二に施工性の向上を図ることが可能な壁構造体を提供することを目的とする。   In view of the above circumstances, an object of the present invention is to provide a wall structure that can be first improved in appearance and secondly capable of improving workability.

上記の目的を達するために、この発明は以下の手段を提供している。   In order to achieve the above object, the present invention provides the following means.

本発明の壁構造体は、側端部側に立設される端部支柱及び一対の前記端部支柱の間に立設される中間支柱からなる支柱と、前記支柱の下端側同士を繋ぐように架設された下枠材と、前記支柱の上端側同士を繋ぐように架設された上枠材と、隣り合う前記支柱に両端部を固着し、前記上枠材と前記下枠材の間に上下方向に所定の間隔をあけて配設される横材と、上下方向に隣り合う前記上枠材と前記横材、又は前記横材同士、又は前記横材と前記下枠材に上端と下端をそれぞれ固着し、隣り合う前記支柱の間に幅方向の横方向に所定の間隔をあけて配設される縦材と、格子状に配設された前記上枠材と前記下枠材と前記横材と前記縦材で形成された複数のマス目領域にそれぞれ配設されるブロック材とを備え、且つ、前記中間支柱が、構造耐力を確保するための本体部と、前記本体部に一端を接続し奥行方向の横方向に突出するとともに上端側から下端側に延設された軸部、及び前記軸部の突出方向先端から前記幅方向に突出するとともに上端側から下端側に延設され、前記本体部よりも小さな幅寸法で形成された支柱面部からなる外装部とを備えて構成されていることを特徴とする。   The wall structure of the present invention connects an end column that is erected on the side end side and a column that is an intermediate column that is erected between the pair of end columns and the lower end side of the column. The lower frame material constructed on the upper frame material, the upper frame material constructed so as to connect the upper end sides of the support columns, and both ends fixed to the adjacent support columns, between the upper frame material and the lower frame material Cross members disposed at predetermined intervals in the vertical direction, the upper frame member and the cross member adjacent to each other in the vertical direction, the cross members, or the cross member and the lower frame member. Are fixed to each other, and the vertical members disposed at predetermined intervals in the lateral direction in the width direction between the adjacent struts, the upper frame member and the lower frame member disposed in a lattice shape, and A horizontal member and a block member respectively disposed in a plurality of grid regions formed of the vertical member, and the intermediate strut has a structural strength A main body portion for securing, a shaft portion connected to one end of the main body portion and projecting laterally in the depth direction and extending from the upper end side to the lower end side, and the width direction from the front end in the projecting direction of the shaft portion And extending from the upper end side to the lower end side and having an exterior portion composed of a column surface portion formed with a smaller width than the main body portion.

この発明においては、中間支柱を本体部と軸部及び支柱面部からなる外装部とで構成し、壁構造体の壁面に露出する中間支柱の支柱面部の幅を小さく形成することで、従来のように太い中間支柱が壁構造体の壁面に露出する場合と比較し、構造耐力を確保しつつ見栄えを良くすることが可能になる。   In this invention, the intermediate strut is composed of a main body portion and an exterior portion composed of a shaft portion and a strut surface portion, and the width of the strut surface portion of the intermediate strut exposed on the wall surface of the wall structure is reduced, so that Compared with the case where the thick intermediate strut is exposed on the wall surface of the wall structure, it is possible to improve the appearance while ensuring the structural strength.

また、本発明の壁構造体においては、前記縦材が上端側と下端側にそれぞれ上下方向外側に突出する接合凸部を備えて形成され、前記上枠材と前記下枠材と前記横材にそれぞれ設けられた接合凹部に前記接合凸部を嵌合させて、前記縦材の上端と下端をそれぞれ前記上下方向に隣り合う前記上枠材と前記横材、又は前記横材同士、又は前記横材と前記下枠材に固着するように構成されていることが望ましい。   Further, in the wall structure of the present invention, the vertical member is formed with joint convex portions protruding outward in the vertical direction on the upper end side and the lower end side, respectively, and the upper frame member, the lower frame member, and the cross member. The upper and lower ends of the vertical members adjacent to each other in the vertical direction, or the horizontal members, or the cross members, It is desirable to be configured to adhere to the cross member and the lower frame member.

この発明においては、接合凸部を接合凹部に上下方向に差し込んで嵌合させるだけで、縦材の上端や下端を、上枠材や下枠材、横材に固着することができる。これにより、従来と比較し、ビス留め数を大幅に少なくすることができ、施工性を大幅に向上させることが可能になる。   In the present invention, the upper end and the lower end of the vertical member can be fixed to the upper frame member, the lower frame member, and the cross member simply by inserting and fitting the joint convex portion into the joint concave portion in the vertical direction. Thereby, compared with the past, the number of screwing can be reduced significantly, and it becomes possible to improve workability significantly.

さらに、本発明の壁構造体においては、前記ブロック材と、該ブロック材に隣接して配設される前記上枠材と前記下枠材と前記横材の少なくとも一つの部材との間に接着層が介装されていることがより望ましい。   Furthermore, in the wall structure according to the present invention, the block material is bonded to at least one member of the upper frame material, the lower frame material, and the cross member disposed adjacent to the block material. More preferably, layers are interposed.

この発明においては、例えばブロック材の表面にバリのような凹凸が存在するなどしてブロック材の成形(加工)精度にバラつきが生じている場合であっても、ブロック材と上枠材や下枠材、横材との間に介装した接着層でこのバラつきを吸収することができる。また、ブロック材を強固に保持することができる。これにより、さらなる施工性の向上を図ることが可能になる。   In this invention, for example, even when unevenness such as burrs exists on the surface of the block material and the molding material (processing) accuracy of the block material varies, the block material and the upper frame material or the lower frame material This variation can be absorbed by an adhesive layer interposed between the frame member and the cross member. Further, the block material can be firmly held. This makes it possible to further improve the workability.

また、本発明の壁構造体においては、前記支柱が、本体部と、該本体部に一端を接続し前記幅方向外側に突出する係合凸部とを備えて形成され、且つ、前記ブロック材が側面に係合凹部を備えて形成され、前記支柱の前記係合凸部に前記係合凹部を係合させて前記ブロック材が配設されていることがさらに望ましい。   Further, in the wall structure of the present invention, the support column is formed to include a main body portion and an engaging convex portion that connects one end to the main body portion and protrudes outward in the width direction, and the block material. More preferably, the side wall is formed with an engagement recess, and the block member is disposed by engaging the engagement recess with the engagement protrusion of the support column.

この発明においては、支柱が本体部とブロック材の係合凹部を係合させる係合凸部とを備えて一体形成されているため、従来のようにブロック材を保持するための縦枠材を支柱にビス留めするなどして別途取り付ける必要がなくなる。これにより、さらなる施工性の向上を図ることが可能になる。   In the present invention, since the support column is integrally formed with the main body portion and the engaging convex portion for engaging the engaging concave portion of the block material, the vertical frame material for holding the block material as in the prior art is provided. There is no need to attach it to the column with screws. This makes it possible to further improve the workability.

さらに、本発明の壁構造体においては、前記端部支柱の本体部の幅が前記中間支柱の支柱面部の幅寸法と同等の寸法で形成されていることが望ましい。   Furthermore, in the wall structure of the present invention, it is desirable that the width of the main body portion of the end column is formed to be equal to the width of the column surface portion of the intermediate column.

この発明においては、端部支柱の本体部の幅を中間支柱の支柱面部の幅寸法と同等の寸法にすると、構造耐力を確保しつつさらに見栄えを良くすることができる。   In the present invention, when the width of the main body portion of the end column is equal to the width of the column surface portion of the intermediate column, the appearance can be further improved while ensuring the structural strength.

本発明の壁構造体においては、中間支柱を本体部と軸部及び支柱面部からなる外装部とで構成し、壁構造体の壁面に露出する中間支柱の支柱面部の幅を小さく形成することで、従来と比較し、構造耐力を確保しつつ見栄えを良くすることが可能になる。   In the wall structure of the present invention, the intermediate strut is composed of a main body portion and an exterior portion composed of a shaft portion and a strut surface portion, and the width of the strut surface portion of the intermediate strut exposed on the wall surface of the wall structure is reduced. Compared with the prior art, it is possible to improve the appearance while ensuring the structural strength.

本発明の一実施形態に係るL型の壁構造体の断面図である。It is sectional drawing of the L-shaped wall structure which concerns on one Embodiment of this invention. 図1のX1−X1線矢視図であり、本発明の一実施形態に係る壁構造体の正面図である。FIG. 2 is a front view of the wall structure according to the embodiment of the present invention, taken along line X1-X1 in FIG. 図1のX2−X2線矢視図であり、本発明の一実施形態に係る壁構造体の側面図である。FIG. 2 is a side view taken along line X2-X2 of FIG. 1 and is a side view of a wall structure according to an embodiment of the present invention. 本発明の一実施形態に係る壁構造体の分解斜視図である。It is a disassembled perspective view of the wall structure which concerns on one Embodiment of this invention. 本発明の一実施形態に係る壁構造体の縦材を示す斜視図である。It is a perspective view which shows the vertical member of the wall structure which concerns on one Embodiment of this invention. 本発明の一実施形態に係る壁構造体の横材を示す斜視図である。It is a perspective view which shows the cross member of the wall structure which concerns on one Embodiment of this invention. 本発明の一実施形態に係る壁構造体の接着層を示す断面図である。It is sectional drawing which shows the contact bonding layer of the wall structure which concerns on one Embodiment of this invention. 本発明の一実施形態に係る壁構造体の変更例であり、I型の壁構造体を示す断面図である。It is a modification of the wall structure which concerns on one Embodiment of this invention, and is sectional drawing which shows an I-type wall structure. 図8のX1−X1線矢視図であり、本発明の一実施形態に係るI型の壁構造体の正面図である。It is a X1-X1 arrow directional view of FIG. 8, and is a front view of the I-type wall structure according to one embodiment of the present invention. 従来の壁構造体を示す斜視図である。It is a perspective view which shows the conventional wall structure.

以下、図1から図7を参照し、本発明の一実施形態に係る壁構造体について説明する。
ここで、本実施形態は、塀や垣根等の外構の壁構造体であり、特に乾式工法で構築されるL型の壁構造体に関するものである。
Hereinafter, a wall structure according to an embodiment of the present invention will be described with reference to FIGS. 1 to 7.
Here, the present embodiment is an external wall structure such as a fence or fence, and particularly relates to an L-shaped wall structure constructed by a dry method.

本実施形態のL型の壁構造体Bは、図1から図4に示すように、地中に埋設された基礎に下端側を支持させ、幅方向T1(横方向)に所定の間隔をあけて立設された複数の支柱10と、隣り合う支柱10の上端側同士、下端側同士の間に架設された上枠材11及び下枠材12と、隣り合う支柱10に両端部を接続し、上枠材11及び下枠材12の間に上下方向T2に所定の間隔をあけて設けられた横材13と、上下方向T2に隣り合う上枠材11と横材13、横材13同士、横材13と下枠材12に上端、下端をそれぞれ接続し、幅方向T1に所定の間隔をあけて設けられた縦材14と、格子状に配設された上枠材11、横材13、縦材14、下枠材12に支持させ、格子状の各部材で囲まれたマス目領域に配設されるブロック材4と、上枠材2の上に固設される笠木ベース15、笠木16とを備えて構成されている。   As shown in FIGS. 1 to 4, the L-shaped wall structure B of the present embodiment supports a lower end side on a foundation embedded in the ground, with a predetermined interval in the width direction T <b> 1 (lateral direction). The both ends of the plurality of upright columns 10, the upper frame members 11 and the lower frame members 12 laid between the upper ends of the adjacent columns 10, and the lower ends thereof, and the adjacent columns 10 are connected to each other. The cross member 13 provided between the upper frame member 11 and the lower frame member 12 at a predetermined interval in the vertical direction T2, and the upper frame member 11, the cross member 13 and the cross members 13 adjacent to each other in the vertical direction T2. The upper member 11 is connected to the cross member 13 and the lower frame member 12 at the upper end and the lower end thereof, and the vertical member 14 is provided at a predetermined interval in the width direction T1. 13, a block member 4 supported by the vertical member 14 and the lower frame member 12 and disposed in the grid area surrounded by each lattice-like member, and the upper frame Coping base 15 fixedly provided on the 2, it is constituted by a coping 16.

本実施形態のブロック材4は、方形ブロック状に形成されており、上下方向T2に積み重ね、幅方向T1に並べて壁体を形成するものである。また、本実施形態では、壁面となる一面から他面に貫通する貫通孔を備えた有孔ブロックがブロック材として用いられている。さらに、このブロック材4は、上面、下面、両側面の奥行方向T3(厚さ方向)略中央に、内側に凹み周方向に繋がる係合凹部4aが形成されている。
なお、本発明にかかるブロック材は勿論、有孔ブロックでなくてもよい。
The block material 4 of the present embodiment is formed in a rectangular block shape, and is stacked in the vertical direction T2 and arranged in the width direction T1 to form a wall body. Moreover, in this embodiment, the perforated block provided with the through-hole penetrated from one surface used as a wall surface to another surface is used as a block material. Further, the block member 4 is formed with an engagement recess 4a that is recessed inward and connected in the circumferential direction at the approximate center in the depth direction T3 (thickness direction) of the upper surface, the lower surface, and both side surfaces.
Of course, the block material according to the present invention may not be a perforated block.

支柱10は、例えばアルミニウム製の押出形材であり、複数の支柱10として、壁構造体Bの両側端部及び角部(コーナー部)に設けられる端部支柱10a、コーナー支柱10cと、幅方向T1に隣り合う一対の端部の支柱(端部支柱10a、コーナー支柱10c)の間に立設される中間支柱10bとを備えている。   The column 10 is an extruded shape member made of, for example, aluminum, and as a plurality of columns 10, end columns 10 a and corner columns 10 c provided on both side ends and corners (corner portions) of the wall structure B, and the width direction And intermediate struts 10b provided between a pair of end struts (end struts 10a and corner struts 10c) adjacent to T1.

本実施形態の端部支柱10a及びコーナー支柱10cは、構造耐力を確保するための本体部17と、隣り合う支柱10に対向する本体部17の一側面の奥行方向T3略中央に一体形成され、隣り合う支柱10側に突出し、下端側から上端側まで延設された係合凸部18とを備えて形成されている。本実施形態では、端部支柱10a、コーナー支柱10cの本体部17が所定の強度を確保するように角管状あるいは平盤状に形成されている。   The end column 10a and the corner column 10c of the present embodiment are integrally formed at the body portion 17 for ensuring structural strength and the depth direction T3 substantially at the center of one side surface of the body portion 17 facing the adjacent column 10, It is formed to include an engaging projection 18 that protrudes to the side of the adjacent column 10 and extends from the lower end side to the upper end side. In the present embodiment, the body portions 17 of the end column 10a and the corner column 10c are formed in a rectangular tube shape or a flat plate shape so as to ensure a predetermined strength.

また、係合凸部18は、所定の間隔をあけて突出し、上下方向T2に延びる2条の凸条で形成されている。さらに、これら2条の凸条の内面同士の間の間隔が後述の横材13の係合凸部18の幅寸法と略同等、外面同士の間隔がブロック材4の係合凹部4aの幅寸法と略同等になるように形成されている。   Further, the engaging convex portion 18 is formed by two convex strips that protrude at a predetermined interval and extend in the vertical direction T2. Furthermore, the interval between the inner surfaces of these two ridges is substantially the same as the width dimension of the engaging projections 18 of the cross member 13 described later, and the interval between the outer surfaces is the width dimension of the engaging recesses 4 a of the block member 4. It is formed so as to be substantially the same.

中間支柱10bは、略角管状に形成され、構造耐力を確保するための本体部19と、奥行方向T3を向く本体部19の前面側と後面側にそれぞれ一体形成された外装部20とを備えて構成されている。また、外装部20は、本体部19の前面又は後面の幅方向T1中央に一端を接続し、奥行方向T3の前後方向外側に突出して下端から上端まで延設された平板状の軸部21と、軸部21の突出方向先端に幅方向T1中央を繋ぎ、壁面に沿って幅方向T1に延設(突設)された支柱面部22とを備えてT字状に形成されている。   The intermediate column 10b is formed in a substantially rectangular tube shape, and includes a main body 19 for ensuring structural strength, and an exterior 20 formed integrally on the front side and the rear side of the main body 19 facing the depth direction T3. Configured. In addition, the exterior portion 20 has one end connected to the center in the width direction T1 of the front surface or the rear surface of the main body portion 19, and protrudes outward in the front-rear direction in the depth direction T3, and extends from the lower end to the upper end. The shaft portion 21 is formed in a T shape including a column surface portion 22 that is connected to the front end of the shaft portion 21 in the width direction T1 and extends (projects) in the width direction T1 along the wall surface.

そして、本体部19は中間支柱10bの強度を確保するように幅寸法、奥行寸法等を設定して形成され、外装部20は支柱面部22の幅t1が本体部19の幅寸法t2よりも小さな幅寸法で形成されている。   The main body portion 19 is formed by setting the width dimension, the depth dimension, etc. so as to ensure the strength of the intermediate strut 10b, and the exterior portion 20 has the width t1 of the strut surface portion 22 smaller than the width dimension t2 of the main body portion 19. It is formed with a width dimension.

また、本実施形態では、端部支柱10aの本体部17がその幅t3を中間支柱10bの支柱面部22の幅寸法t1と同等の寸法にして形成されている。   Further, in the present embodiment, the main body portion 17 of the end column 10a is formed with a width t3 equal to the width t1 of the column surface 22 of the intermediate column 10b.

さらに、中間支柱10bの本体部19は、両側面側の本体部19の奥行方向T3略中央にそれぞれ、隣り合う支柱10側に突出して設けられるとともに下端側から上端側まで延設された係合凸部18を一体に備えて形成されている。また、この係合凸部18は、所定の間隔をあけて突出し、上下方向T2に延びる2条の凸条で形成されている。さらに、これら2条の凸条の内面同士の間の間隔が後述する横材13の係合凸部18の幅寸法と略同等、外面同士の間隔がブロック材4の係合凹部4aの幅寸法と略同等になるように形成されている。   Further, the body portion 19 of the intermediate strut 10b is provided in a substantially central position in the depth direction T3 of the body portion 19 on both side surfaces, protruding from the adjacent strut 10 side and extending from the lower end side to the upper end side. The protrusion 18 is formed integrally. Moreover, this engagement convex part 18 protrudes at predetermined intervals, and is formed by the two ridges extended in the up-down direction T2. Furthermore, the distance between the inner surfaces of these two ridges is substantially the same as the width dimension of the engaging protrusion 18 of the cross member 13 described later, and the distance between the outer surfaces is the width dimension of the engaging recess 4a of the block member 4. It is formed so as to be substantially the same.

上枠材11は、下面側に下方に突出し一端から他端まで延びる係合凸部18を備えて形成されている。また、本実施形態の上枠材11には、下面側の所定位置に、詳細を後述する縦材14を接続するための接続孔(接合凹部)が凹設されている。そして、上枠材11は、縦材14の接続ピン25を接続孔に嵌合させ、縦材14で支持されて端部支柱10a、コーナー支柱10cに架け渡すように配設される。また、このとき、上枠材11は、各支柱10の2条の凸条の間に係合凸部18を係合させて設置される。   The upper frame member 11 is formed with an engaging protrusion 18 that protrudes downward on the lower surface side and extends from one end to the other end. Further, the upper frame member 11 of the present embodiment is provided with a connection hole (joining recess) for connecting a vertical member 14 to be described in detail later at a predetermined position on the lower surface side. And the upper frame material 11 is arrange | positioned so that the connection pin 25 of the vertical material 14 may be fitted to a connection hole, and it may be supported by the vertical material 14, and may be bridge | crossed over the edge part support | pillar 10a and the corner support | pillar 10c. At this time, the upper frame member 11 is installed with the engaging protrusions 18 engaged between the two protrusions of each column 10.

下枠材12は、図5に示すように、上面側の幅方向T1中央に上方に突出し一端から他端まで延びる係合凸部18を備えて形成されている。また、本実施形態の下枠材12には、上面側の所定位置に、縦材14を接続するための接続孔(接合凹部)27が凹設されている。そして、下枠材12は、一端を端部支柱10a、コーナー支柱10cの一方に、他端を他方にそれぞれビス留めして配設される。このとき、下枠材12は、各支柱10の2条の凸条の間に係合凸部18を係合させて固設される。   As shown in FIG. 5, the lower frame member 12 is formed with an engaging projection 18 that protrudes upward and extends from one end to the other end at the center in the width direction T <b> 1 on the upper surface side. Further, in the lower frame member 12 of the present embodiment, a connection hole (joining recess) 27 for connecting the longitudinal member 14 is provided at a predetermined position on the upper surface side. The lower frame member 12 is disposed with one end screwed to one of the end column 10a and the corner column 10c and the other end screwed to the other. At this time, the lower frame member 12 is fixed by engaging the engaging protrusions 18 between the two protrusions of each column 10.

横材13は、図6に示すように、上面側と下面側の幅方向T1中央にそれぞれ、上下方向T2に突出し一端から他端まで延びる係合凸部18を備えて形成されている。そして、横材13は、一端を隣り合う一方の支柱10に、他端を他方の支柱10にそれぞれビス24で留めて配設される。また、このとき、横材13は、各支柱10の2条の凸条の間に係合凸部18を係合させて固設される。   As shown in FIG. 6, the cross member 13 is formed with engagement convex portions 18 that protrude in the vertical direction T <b> 2 and extend from one end to the other end in the center in the width direction T <b> 1 on the upper surface side and the lower surface side. The cross member 13 is disposed with one end fastened to one adjacent strut 10 and the other end fastened to the other strut 10 with screws 24. At this time, the cross member 13 is fixed by engaging the engaging protrusions 18 between the two protrusions of each column 10.

さらに、本実施形態の横材13には、上面側と下面側のそれぞれの所定位置に、縦材を接続するための接続孔(接合凹部)27が凹設されている(図5参照)。   Furthermore, the cross member 13 of the present embodiment is provided with connection holes (joining recesses) 27 for connecting the vertical member at predetermined positions on the upper surface side and the lower surface side (see FIG. 5).

縦材14は、図5に示すように、略平板状の縦材本体部23と、縦材本体部23の両側面側の奥行方向T3略中央にそれぞれ、隣り合う支柱10側または隣り合う縦材14側に突出し、下端側から上端側まで延設された係合凸部18を一体に備えて形成されている。また、この係合凸部18は、所定の間隔をあけて突出し、上下方向T2に延びる2条の凸条で形成されている。さらに、これら2条の凸条の内面同士の間の間隔が横材13の係合凸部18の幅寸法と略同等、外面同士の間隔がブロック材4の係合凹部4aの幅寸法と略同等になるように形成されている。   As shown in FIG. 5, the vertical member 14 has an approximately flat plate-shaped vertical member main body 23 and an adjacent column 10 side or an adjacent vertical column in the center in the depth direction T <b> 3 on both side surfaces of the vertical member main body 23. It is formed integrally with an engaging convex portion 18 that protrudes toward the material 14 and extends from the lower end side to the upper end side. Moreover, this engagement convex part 18 protrudes at predetermined intervals, and is formed by the two ridges extended in the up-down direction T2. Further, the distance between the inner surfaces of these two ridges is substantially the same as the width dimension of the engaging protrusion 18 of the cross member 13, and the distance between the outer surfaces is substantially the same as the width dimension of the engaging recess 4 a of the block member 4. It is formed to be equivalent.

また、本実施形態の縦材14は、上端側と下端側にそれぞれ、接続ピン(接合凸部)25が上下方向T2に突出して設けられている。   Moreover, the vertical member 14 of this embodiment is provided with the connection pin (joining convex part) 25 protruding in the up-down direction T2 on the upper end side and the lower end side, respectively.

そして、上記構成からなる本実施形態の壁構造体Bを構築する際には、支柱10を立設するとともに両端を支柱10に接続し、下枠材12を設置する。このとき、下枠材12の端部の係合凸部18を支柱10の2条の凸条の間に係合させ、必要に応じてビス留めするなどして下枠材12の端部を支柱10に接続する。   And when constructing the wall structure B of the present embodiment having the above-described configuration, the support 10 is erected and both ends thereof are connected to the support 10 and the lower frame member 12 is installed. At this time, the engagement protrusion 18 at the end of the lower frame member 12 is engaged between the two protrusions of the support column 10, and the end of the lower frame member 12 is attached by screwing as necessary. Connect to the column 10.

次に、下枠材12の接続孔27に接続ピン25を嵌合させて複数の縦材14を幅方向T1に所定の間隔をあけて設置する。   Next, the connection pins 25 are fitted into the connection holes 27 of the lower frame member 12 to install the plurality of vertical members 14 at a predetermined interval in the width direction T1.

次に、支柱10と下枠材12と縦材14で囲まれた複数のマス目領域にそれぞれ、ブロック材4を設置してゆく。このとき、ブロック材4の両側面と下面に形成された係合凹部4aを支柱10と縦材14、下枠材12に形成された係合凸部18にそれぞれ係合させてブロック材4を設置する。これにより、複数のブロック材4がそれぞれ位置決めされ、幅方向T1に並べて設置される。   Next, the block material 4 is installed in each of a plurality of grid regions surrounded by the support column 10, the lower frame material 12, and the vertical material 14. At this time, the engaging recesses 4a formed on both side surfaces and the lower surface of the block member 4 are engaged with the supporting protrusions 10 and the vertical members 14, and the engaging protrusions 18 formed on the lower frame member 12, respectively. Install. Thereby, the some block material 4 is positioned, respectively, and it installs along with the width direction T1.

次に、隣り合う支柱10の間の複数のブロック材4の上に横材13を設置する。そして、横材13の両端部を支柱10にビス留めして固定する。   Next, the cross member 13 is installed on the plurality of block members 4 between the adjacent columns 10. Then, both ends of the cross member 13 are fixed to the column 10 with screws.

次に、横材13の接続孔27に接続ピン25を嵌合させて2段目の複数の縦材14を幅方向T1に所定の間隔をあけて設置する。   Next, the connection pin 25 is fitted into the connection hole 27 of the cross member 13, and the plurality of vertical members 14 in the second stage are installed at predetermined intervals in the width direction T <b> 1.

次に、支柱10と横材13と縦材14で囲まれた2段目の複数の領域にそれぞれ、ブロック材4を設置してゆく。このとき、ブロック材4の両側面と下面に形成された係合凹部4aを支柱10と縦材14、横材13に形成された係合凸部18にそれぞれ係合させてブロック材4を設置する。これにより、2段目の複数のブロック材4がそれぞれ位置決めされ、幅方向T1に並べて設置される。   Next, the block member 4 is installed in each of a plurality of second-stage areas surrounded by the support column 10, the cross member 13 and the vertical member 14. At this time, the block member 4 is installed by engaging the engaging recesses 4a formed on both side surfaces and the lower surface of the block member 4 with the engaging protrusions 18 formed on the support column 10, the longitudinal member 14, and the transverse member 13, respectively. To do. Thereby, the plurality of block members 4 in the second stage are positioned and arranged side by side in the width direction T1.

上記の操作を繰り返し行い、順次上段のブロック材4を積み上げて設置する。   The above operation is repeated, and the upper block members 4 are sequentially stacked and installed.

また、最上段の施工を行う際には、ブロック材4を設定し、各ブロック材4の上に、ブロック材4の上面の係合凹部4aに上枠材11の下面側の係合凸部18を係合させ、また、上枠材11の両端部側の係合凸部18を支柱10の2条の凸条の間に係合させ、さらに、上枠材11の下面側の接続孔27に縦材14の上端側の接続ピン25を嵌合させながら、上枠材11を設置する。また、上枠材11の両端部を支柱10にビス留めして固定する。   In addition, when performing the uppermost construction, the block members 4 are set, and the engagement protrusions on the lower surface side of the upper frame member 11 are formed on the respective block members 4 on the engagement recesses 4 a on the upper surface of the block members 4. 18, the engaging projections 18 on both ends of the upper frame member 11 are engaged between the two protrusions of the support column 10, and the connection holes on the lower surface side of the upper frame member 11 are further engaged. The upper frame member 11 is installed while the connection pin 25 on the upper end side of the longitudinal member 14 is fitted to the upper member 27. Further, both ends of the upper frame member 11 are fixed to the support column 10 with screws.

次に、上枠材11の上に笠木ベース15、笠木16を固設する。このようにして本実施形態の壁構造体Bが構築される。   Next, the headboard base 15 and the headboard 16 are fixed on the upper frame member 11. In this way, the wall structure B of the present embodiment is constructed.

一方、本実施形態では、上記のように壁構造体Bを構築する際に、図7に示すように、接着剤を塗布してブロック材4と横材13(下枠材12、上枠材11)の間に接着層26を介装させる。これにより、ブロック材4と各部材が強固に固着される。また、ブロック材4の成形・加工精度にバラつきが生じている場合であってもこの接着層26で吸収されるため、好適にブロック材4が上下左右に整列して配設されることになる。   On the other hand, in this embodiment, when building the wall structure B as described above, as shown in FIG. 7, an adhesive is applied to block material 4 and cross member 13 (lower frame material 12, upper frame material). 11), the adhesive layer 26 is interposed. Thereby, the block material 4 and each member are firmly fixed. Further, even when the block material 4 has a variation in molding / processing accuracy, it is absorbed by the adhesive layer 26, so that the block material 4 is preferably arranged in the vertical and horizontal directions. .

したがって、本実施形態の壁構造体Bにおいては、中間支柱10bを本体部19と軸部21及び支柱面部22からなる外装部20とで構成し、壁構造体Bの壁面に露出する中間支柱10bの支柱面部22の幅t1を小さく形成することで、従来のように太い中間支柱が壁構造体の壁面に露出する場合と比較し、構造耐力を確保しつつ見栄えを良くすることが可能になる。
また、本実施形態では、端部支柱10aの本体部17がその幅t3を中間支柱10bの支柱面部22の幅寸法t1と同等の寸法にして形成されていることにより、構造耐力を確保しつつ、より見栄えを良くすることができる。
Therefore, in the wall structure B of the present embodiment, the intermediate strut 10b includes the main body portion 19, the exterior portion 20 including the shaft portion 21 and the strut surface portion 22, and the intermediate strut 10b exposed on the wall surface of the wall structure B. By forming the width t1 of the column surface portion 22 smaller, it is possible to improve the appearance while securing the structural strength as compared with the case where the thick intermediate column is exposed to the wall surface of the wall structure as in the prior art. .
In the present embodiment, the body portion 17 of the end column 10a is formed with a width t3 equal to the width t1 of the column surface portion 22 of the intermediate column 10b, thereby ensuring structural strength. , Can look better.

また、接続ピン(接合凸部)25を接合凹部(接続孔)27に上下方向T2に差し込んで嵌合させるだけで、縦材14の上端や下端を、上枠材11や下枠材12、横材13に固着することができる。これにより、従来と比較し、ビス留め数を大幅に少なくすることができ、施工性を大幅に向上させることが可能になる。   Further, the upper end and the lower end of the vertical member 14 are connected to the upper frame member 11 and the lower frame member 12 only by inserting the connecting pin (joining convex part) 25 into the joining concave part (connecting hole) 27 in the vertical direction T2. It can be fixed to the cross member 13. Thereby, compared with the past, the number of screwing can be reduced significantly, and it becomes possible to improve workability significantly.

さらに、例えばブロック材4の表面にバリのような凹凸が存在するなどしてブロック材4の成形(加工)精度にバラつきが生じている場合であっても、ブロック材4と横材13(上枠材11や下枠材12)との間に介装した接着層26でこのバラつきを吸収することができる。また、ブロック材4を強固に保持することができる。これにより、さらなる施工性の向上を図ることが可能になる。   Furthermore, even when unevenness such as burrs exists on the surface of the block material 4 and the block material 4 has a variation in molding (processing) accuracy, the block material 4 and the cross member 13 (upper This variation can be absorbed by the adhesive layer 26 interposed between the frame material 11 and the lower frame material 12). Moreover, the block material 4 can be held firmly. This makes it possible to further improve the workability.

また、支柱10が本体部17、19とブロック材4の係合凹部4aを係合させる係合凸部18とを備えて一体形成されているため、従来のようにブロック材4を保持するための縦枠材を支柱10にビス留めするなどして別途取り付ける必要がなくなる。これにより、さらなる施工性の向上を図ることが可能になる。   Moreover, since the support | pillar 10 is integrally formed including the main-body parts 17 and 19 and the engagement convex part 18 which engages the engagement recessed part 4a of the block material 4, in order to hold | maintain the block material 4 like the past. It is not necessary to attach the vertical frame member to the support column 10 by screwing. This makes it possible to further improve the workability.

以上、本発明に係る壁構造体の一実施形態について説明したが、本発明は上記の一実施形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。   As mentioned above, although one Embodiment of the wall structure concerning this invention was described, this invention is not limited to said one Embodiment, In the range which does not deviate from the meaning, it can change suitably.

例えば、本実施形態では、壁構造体BがL型に形成されているものとして説明を行ったが、本発明にかかる壁構造体Bは、例えば図8及び図9に示すようにI型などで形成されていてもよい。そして、この場合においても、本実施形態と同様の作用効果を得ることができる。   For example, in the present embodiment, the description has been given on the assumption that the wall structure B is formed in an L shape. However, the wall structure B according to the present invention is, for example, an I type as shown in FIGS. May be formed. In this case, the same effect as that of the present embodiment can be obtained.

また、本実施形態では、中間支柱10bの外装部20がT字状に形成されているものとしたが、軸部21と支柱面部22を備えていれば、L字状など、他の形状であってもよい。   Further, in the present embodiment, the exterior portion 20 of the intermediate strut 10b is formed in a T shape. However, if the shaft portion 21 and the strut surface portion 22 are provided, other shapes such as an L shape can be used. There may be.

1 従来の支柱
1a 従来の端部支柱
1b 従来の中間支柱
1c 従来のコーナー支柱
2 従来の上枠材
3 従来の下枠材
4 ブロック材
4a 係合凹部
5 従来の横材
6 従来の縦材
7 縦枠材
10 支柱
10a 端部支柱
10b 中間支柱
10c コーナー支柱
11 上枠材
12 下枠材
13 横材
14 縦材
15 笠木ベース
16 笠木
17 本体部
18 係合凸部
19 本体部
20 外装部
21 軸部
22 支柱面部
23 縦材本体部
24 ビス
25 接続ピン(接合凸部)
26 接着層
27 接続孔(接合凹部)
A 従来の壁構造体
B 壁構造体
T1 幅方向(横方向)
T2 上下方向
T3 奥行方向(横方向)
DESCRIPTION OF SYMBOLS 1 Conventional support | pillar 1a Conventional end support | pillar 1b Conventional intermediate support | pillar 1c Conventional corner support | pillar 2 Conventional upper frame material 3 Conventional lower frame material 4 Block material 4a Engaging recessed part 5 Conventional cross member 6 Conventional vertical member 7 Vertical frame member 10 Column 10a End column 10b Intermediate column 10c Corner column 11 Upper frame member 12 Lower frame member 13 Cross member 14 Vertical member 15 Head piece base 16 Head piece 17 Main part 18 Engaging convex part 19 Main part 20 Exterior part 21 Axis Part 22 Column surface part 23 Vertical material body part 24 Screw 25 Connection pin (joint convex part)
26 Adhesive layer 27 Connection hole (joining recess)
A Conventional wall structure B Wall structure T1 Width direction (lateral direction)
T2 Vertical direction T3 Depth direction (horizontal direction)

Claims (5)

側端部側に立設される端部支柱及び一対の前記端部支柱の間に立設される中間支柱からなる支柱と、
前記支柱の下端側同士を繋ぐように架設された下枠材と、
前記支柱の上端側同士を繋ぐように架設された上枠材と、
隣り合う前記支柱に両端部を固着し、前記上枠材と前記下枠材の間に上下方向に所定の間隔をあけて配設される横材と、
上下方向に隣り合う前記上枠材と前記横材、又は前記横材同士、又は前記横材と前記下枠材に上端と下端をそれぞれ固着し、隣り合う前記支柱の間に幅方向の横方向に所定の間隔をあけて配設される縦材と、
格子状に配設された前記上枠材と前記下枠材と前記横材と前記縦材で形成された複数のマス目領域にそれぞれ配設されるブロック材とを備え、
且つ、前記中間支柱が、構造耐力を確保するための本体部と、
前記本体部に一端を接続し奥行方向の横方向に突出するとともに上端側から下端側に延設された軸部、及び前記軸部の突出方向先端から前記幅方向に突出するとともに上端側から下端側に延設され、前記本体部よりも小さな幅寸法で形成された支柱面部からなる外装部とを備えて構成されていることを特徴とする壁構造体。
An end strut standing on the side end side and a strut comprising an intermediate strut standing between the pair of end struts;
A lower frame member constructed so as to connect the lower ends of the columns,
An upper frame member constructed so as to connect the upper end sides of the columns;
Both ends fixed to the adjacent struts, and a cross member disposed at a predetermined interval in the vertical direction between the upper frame member and the lower frame member,
The upper frame member and the horizontal member adjacent in the vertical direction, or the horizontal members, or the upper member and the lower frame member are fixed to the upper frame member and the horizontal member, respectively. A vertical member disposed at a predetermined interval,
The upper frame member, the lower frame member, the transverse member, and the block member respectively disposed in a plurality of grid regions formed of the longitudinal member, arranged in a lattice shape,
And the said intermediate | middle support | pillar is a main-body part for ensuring structural yield strength,
One end is connected to the main body portion and protrudes in the horizontal direction in the depth direction, and extends from the upper end side to the lower end side, and protrudes in the width direction from the protrusion direction front end of the shaft portion and lower end from the upper end side. A wall structure characterized in that the wall structure is provided with an exterior portion made up of a column surface portion that extends to the side and is formed with a width dimension smaller than that of the main body portion.
請求項1記載の壁構造体において、
前記縦材が上端側と下端側にそれぞれ上下方向外側に突出する接合凸部を備えて形成され、
前記上枠材と前記下枠材と前記横材にそれぞれ設けられた接合凹部に前記接合凸部を嵌合させて、前記縦材の上端と下端をそれぞれ前記上下方向に隣り合う前記上枠材と前記横材、又は前記横材同士、又は前記横材と前記下枠材に固着するように構成されている壁構造体。
The wall structure according to claim 1, wherein
The vertical member is formed with a joint convex portion projecting outward in the vertical direction on the upper end side and the lower end side, respectively.
The upper frame material, the lower frame material, and the horizontal member are fitted into the joint concave portions, and the upper and lower ends of the vertical members are adjacent to each other in the vertical direction. And the cross member, the cross members, or the wall structure configured to be fixed to the cross member and the lower frame member.
請求項1または請求項2に記載の壁構造体において、
前記ブロック材と、該ブロック材に隣接して配設される前記上枠材と前記下枠材と前記横材の少なくとも一つの部材との間に接着層が介装されている壁構造体。
The wall structure according to claim 1 or 2,
A wall structure in which an adhesive layer is interposed between the block member and at least one member of the upper frame member, the lower frame member, and the cross member disposed adjacent to the block member.
請求項1から請求項3のいずれか一項に記載の壁構造体において、
前記支柱が、本体部と、該本体部に一端を接続し前記幅方向外側に突出する係合凸部とを備えて形成され、
且つ、前記ブロック材が側面に係合凹部を備えて形成され、
前記支柱の前記係合凸部に前記係合凹部を係合させて前記ブロック材が配設されている壁構造体。
In the wall structure according to any one of claims 1 to 3,
The support column is formed with a main body portion and an engagement convex portion that connects one end to the main body portion and protrudes outward in the width direction,
And the block material is formed with an engagement recess on the side surface,
A wall structure in which the block member is disposed by engaging the engagement concave portion with the engagement convex portion of the support column.
請求項1から請求項4のいずれか一項に記載の壁構造体において、
前記端部支柱の本体部の幅が前記中間支柱の支柱面部の幅寸法と同等の寸法で形成されている壁構造体。
In the wall structure according to any one of claims 1 to 4,
A wall structure in which a width of a main body portion of the end column is equal to a width of a column surface portion of the intermediate column.
JP2014236497A 2014-11-21 2014-11-21 Wall structure Pending JP2016098561A (en)

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Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5090429U (en) * 1973-12-17 1975-07-31
JPS576067A (en) * 1980-06-14 1982-01-12 Matsushita Electric Works Ltd Fence
JPS58134512U (en) * 1982-03-08 1983-09-10 立山アルミニウム工業株式会社 Architectural metal decorative column
JPH0579104A (en) * 1991-06-19 1993-03-30 Mitsuharu Kodama Formation of block wall
JPH05321437A (en) * 1992-05-26 1993-12-07 Toyo Exterior Co Ltd Tiled construction
JPH0642111A (en) * 1992-06-23 1994-02-15 Misawa Homes Co Ltd Aluminum column
JPH08135057A (en) * 1994-11-05 1996-05-28 Takubo Kogyosho Kk Hole stuffing device on outer peripheral surface of post
JPH08291650A (en) * 1995-04-24 1996-11-05 Matsushita Electric Works Ltd Dry external support and dry external structure
US20050183385A1 (en) * 2004-02-13 2005-08-25 Viken Ohanesian Wall system and method
JP2008266950A (en) * 2007-04-18 2008-11-06 Asahi Chubu Shizai Kk Vibration damping self-supported fence
JP2009179993A (en) * 2008-01-30 2009-08-13 Ykk Ap株式会社 Wall structure and wall construction method

Patent Citations (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5090429U (en) * 1973-12-17 1975-07-31
JPS576067A (en) * 1980-06-14 1982-01-12 Matsushita Electric Works Ltd Fence
JPS58134512U (en) * 1982-03-08 1983-09-10 立山アルミニウム工業株式会社 Architectural metal decorative column
JPH0579104A (en) * 1991-06-19 1993-03-30 Mitsuharu Kodama Formation of block wall
JPH05321437A (en) * 1992-05-26 1993-12-07 Toyo Exterior Co Ltd Tiled construction
JPH0642111A (en) * 1992-06-23 1994-02-15 Misawa Homes Co Ltd Aluminum column
JPH08135057A (en) * 1994-11-05 1996-05-28 Takubo Kogyosho Kk Hole stuffing device on outer peripheral surface of post
JPH08291650A (en) * 1995-04-24 1996-11-05 Matsushita Electric Works Ltd Dry external support and dry external structure
US20050183385A1 (en) * 2004-02-13 2005-08-25 Viken Ohanesian Wall system and method
JP2008266950A (en) * 2007-04-18 2008-11-06 Asahi Chubu Shizai Kk Vibration damping self-supported fence
JP2009179993A (en) * 2008-01-30 2009-08-13 Ykk Ap株式会社 Wall structure and wall construction method

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