JP3132888U - Wall structure - Google Patents

Wall structure Download PDF

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JP3132888U
JP3132888U JP2007002598U JP2007002598U JP3132888U JP 3132888 U JP3132888 U JP 3132888U JP 2007002598 U JP2007002598 U JP 2007002598U JP 2007002598 U JP2007002598 U JP 2007002598U JP 3132888 U JP3132888 U JP 3132888U
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wall
reinforcing
wall surface
horizontal member
reinforcing bar
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浩吉 中田
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浩吉 中田
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Abstract

【課題】 既設の建物の梁や桁などの上部横架材と下部横架材との間に容易に構築する。
【解決手段】 建物の梁や桁などの上部横架材10と下部横架材11との間に、断面T字形の壁面部材12を、補強鉄筋13が貫通するパイプ14に挿通させながら壁面部材12を上下方向に複数段積み重ねて形成した壁面体15を嵌め合わせ、下部横架材11の上面に固定したナット16に補強鉄筋13をねじ込み、パイプ14と補強鉄筋13との間に楔17を打ち込んで補強鉄筋13を固定した状態で、上部横架材10に固定したボルト18と補強鉄筋13とを長ナット19で連結したものである。これにより、上部横架材10および下部横架材11をパイプ14(補強鉄筋13)に挿通させる必要がなく、壁面構造物の修理や建物のリフォームの際、既設の建物の上部横架材10と下部横架材11との間に、容易に構築することができる。
【選択図】 図2
PROBLEM TO BE SOLVED: To easily construct between an upper horizontal member and a lower horizontal member such as beams and girders of an existing building.
A wall surface member having a T-shaped cross section inserted between a top horizontal member 10 and a lower horizontal member 11 such as a beam or girder of a building and a pipe 14 through which a reinforcing steel bar 13 passes. A wall body 15 formed by stacking a plurality of layers 12 in the vertical direction is fitted, a reinforcing bar 13 is screwed into a nut 16 fixed to the upper surface of the lower horizontal member 11, and a wedge 17 is interposed between the pipe 14 and the reinforcing bar 13. The bolt 18 fixed to the upper horizontal member 10 and the reinforcing reinforcing bar 13 are connected by a long nut 19 in a state where the reinforcing reinforcing bar 13 is fixed by driving. Thus, it is not necessary to insert the upper horizontal member 10 and the lower horizontal member 11 through the pipe 14 (reinforcing reinforcing bar 13), and the upper horizontal member 10 of the existing building can be used when repairing the wall structure or renovating the building. And the lower horizontal member 11 can be easily constructed.
[Selection] Figure 2

Description

この考案は、建物の梁や桁などの上下の横架材の間に構築する壁面構造物に関するものである。   The present invention relates to a wall structure constructed between upper and lower horizontal members such as beams and girders of a building.

近年、人工林の保護、林業の振興のため、間伐の必要性が強調され、間伐により伐採された間伐材の利用促進が重要な課題となっている。間伐材等の利用促進を図るために、間伐材等の小径木を利用した壁面構造物が提案されている。   In recent years, the necessity of thinning has been emphasized for the protection of planted forests and the promotion of forestry, and the promotion of the use of thinned wood cut by thinning has become an important issue. In order to promote the use of thinned wood, wall structures using small diameter trees such as thinned wood have been proposed.

この小径木を利用した壁面構造物として、従来から、一定長さの円柱状の間伐材を、基部とその基部中央から直角に突き出る突出部とからなる断面T字形となる壁面部材に加工し、その壁面部材を鉄筋に挿通した基礎部材上に上下方向に所要段数鉄筋に挿通し、壁面部材の一段ごとの積み重ねの際に生じる上下の各壁面部材の空間に充填部材を充填し、鉄筋にナットを締め付けて全体を連結したものである(特開2006−104737号公報、図6参照)。   As a wall structure using this small-diameter tree, conventionally, a cylindrical thinning of a certain length is processed into a wall member having a T-shaped cross section consisting of a base and a protruding part protruding perpendicularly from the center of the base, The wall member is inserted into the required number of reinforcing bars in the vertical direction on the base member inserted through the reinforcing bar, the filling member is filled in the space of each upper and lower wall member generated when the wall member is stacked for each stage, and the nut is placed in the reinforcing bar. And are connected together (see Japanese Patent Application Laid-Open No. 2006-104737, FIG. 6).

この壁面部材の積み重ねは、その突出部の突出方向が一段ごと逆向きに、かつ下段の突出部上端面と上段の壁面部材の基部底面とが同じ面内となるように順次、上下方向に積み重ねられたものである。上下の壁面部材間の空間に充填された充填部材が壁面部材の一部に密着するため、その壁面部材の一部と空気との接触が避けられ、またこれによってすき間が閉塞される。   The wall members are stacked one above the other in such a way that the protruding direction of the protruding portion is reversed in each step and the upper end surface of the lower protruding portion and the base bottom surface of the upper wall member are in the same plane. It is what was done. Since the filling member filled in the space between the upper and lower wall surface members is in close contact with a part of the wall surface member, contact between a part of the wall surface member and the air is avoided, and the gap is thereby closed.

このすき間の閉塞により、壁面部材が温湿度の変化による膨張、収縮の影響を受けにくくなり、各壁面部材間のすき間も小さくなるため、断熱性、遮音性に優れた壁面構造物が得られる。また、前記壁面構造物は、間伐材等の小径木を加工した壁面部材の組み合わせにより構成されるものであるため、間伐材等の利用を促進することが可能である。   The clogging of the gap makes the wall surface member less susceptible to expansion and contraction due to changes in temperature and humidity, and the gap between the wall surface members is also reduced, so that a wall surface structure excellent in heat insulation and sound insulation can be obtained. Moreover, since the said wall surface structure is comprised by the combination of the wall surface member which processed small diameter trees, such as a thinning material, it is possible to promote utilization of a thinning material.

ところで、この壁面構造物は、基礎部材とその上に所要段数積み重ねた壁面部材とを、これらに挿通した鉄筋にナットを締め付けて連結固定するので、例えば、新規に建物の梁や桁などの上下部横架材の間に構築することが可能である。   By the way, in this wall surface structure, a base member and a wall surface member stacked in a required number of steps are connected and fixed by tightening nuts to reinforcing bars inserted therethrough. It is possible to build between the horizontal members.

しかし、壁面構造物の修理や建物のリフォームなど、既設の建物の梁や桁などの上下部横架材の間に壁面構造物を構築する際、その壁面構造物として従来の壁面構造物を適用すると、基礎部材としての下方の横架材を挿通した鉄筋に壁面部材を積み重ねることが難しく、その鉄筋を上方の横架材に連結固定することも難しい。   However, when building a wall structure between upper and lower horizontal members such as beams and girders of an existing building, such as repairing a wall structure or renovating a building, the conventional wall structure is applied as the wall structure. Then, it is difficult to stack the wall surface member on the reinforcing bar inserted through the lower horizontal member as the base member, and it is also difficult to connect and fix the reinforcing bar to the upper horizontal member.

そこで、この考案は、既設の建物の梁や桁などの上部横架材と下部横架材との間に、容易に壁面構造物を構築することを課題とする。   In view of this, an object of the present invention is to easily construct a wall structure between an upper horizontal member such as a beam or girder of an existing building and a lower horizontal member.

前記の課題を解決するために、この考案は、一定長さを有する壁面部材に設けられた貫通孔がパイプにそのパイプが回転不能状態となるように挿通され、前記壁面部材が上下方向に積み重ねられて構成される壁面体が、建物の上部横架材と下部横架材との間に嵌め合わせ可能に設けられ、前記パイプ内に上下端部にねじ部を有する補強鉄筋が挿通され、その補強鉄筋は、その上端部に設けた長ナットと、前記パイプとの間に差し込まれその補強鉄筋を回転不能に固定する楔とを備え、前記下部横架材は、その上面に固定され前記補強鉄筋の下端部がねじ込まれるナットを有し、前記上部横架材は、その下面に固定され前記補強鉄筋の上端部と前記長ナットにより連結されるボルトを有し、前記上部横架材と前記下部横架材との間に前記壁面体が嵌め合わされ、下部横架材のナットに前記補強鉄筋の下端部がねじ込まれ、前記パイプと前記補強鉄筋との間に楔が差し込まれて前記補強鉄筋が回転不能に固定された状態で、前記上部横架材のボルトと前記壁面体の補強鉄筋とが前記長ナットにより連結された構成としたのである。   In order to solve the above-described problems, the present invention is configured such that a through-hole provided in a wall member having a certain length is inserted into a pipe so that the pipe cannot rotate, and the wall member is stacked in the vertical direction. A wall body configured to be fitted between the upper horizontal member and the lower horizontal member of the building, and a reinforcing bar having a threaded portion at the upper and lower ends is inserted into the pipe. The reinforcing reinforcing bar includes a long nut provided at an upper end portion thereof and a wedge inserted between the pipes to fix the reinforcing reinforcing rod in a non-rotatable manner. The lower horizontal member is fixed to the upper surface of the reinforcing reinforcing bar. A nut into which a lower end portion of a reinforcing bar is screwed, and the upper horizontal member has a bolt fixed to a lower surface thereof and connected to an upper end portion of the reinforcing reinforcing bar and the long nut, and the upper horizontal member and the The wall body between the lower horizontal member The upper end of the lower horizontal member is screwed at the lower end of the reinforcing bar, the wedge is inserted between the pipe and the reinforcing bar, and the reinforcing bar is fixed in a non-rotatable manner. The bolt of the horizontal member and the reinforcing reinforcing bar of the wall surface body are connected by the long nut.

この構成によると、建物の上部横架材と下部横架材との間に、壁面部材を積み重ねてなる壁面体を嵌め合わせ、その壁面体の補強鉄筋を上部横架材下面のボルトと下部横架材上面のナットとに連結するようにしたので、建物の上下部の横架材をパイプに挿通させる必要がなく、建物の上部横架材と下部横架材との間に壁面構造物を容易に構築することができる。   According to this configuration, the wall body formed by stacking wall members is fitted between the upper horizontal member and the lower horizontal member of the building, and the reinforcing bars of the wall member are connected to the bolts on the lower surface of the upper horizontal member and the lower horizontal member. Because it is connected to the nut on the top surface of the frame, there is no need to insert the horizontal material in the upper and lower parts of the building through the pipe, and a wall structure is placed between the upper horizontal material and the lower horizontal material in the building. Easy to build.

また、前記壁面部材は、一定長さの円柱状の小径木を長さ方向に半分に分割してなる分割小径木が、その分割面を底面とする所要厚さの基部と、前記基部の中央から直交方向に突出する突出部とからなる断面T字状に形成されたものであり、前記基部の厚さが前記突出部の高さの半分より小さく形成され、前記基部の底面を基準とした前記突出部上端面の高さの中間点において前記突出部に貫通孔がその厚さ方向に設けられ、前記壁面体は、前記壁面部材の基部底面が垂直、突出部が水平になる姿勢に配置するとともに、下段の突出部側面上に上段の基部側面が乗り、突出部の突出方向が一段ごとに逆向きに、かつ下段の突出部上端面と上段の基部底面とが同じ面内に属するように上下に揃えた状態で、前記各壁面部材が積み重ねられて構成されたものであり、一段ごとの積み重ねの際に生じる上下の壁面部材間の空間に壁土等の充填部材が充填され、最上段の前記壁面部材が着脱可能に設けられた構成を採用することができる。   In addition, the wall member includes a base having a required thickness with a split small-diameter tree obtained by dividing a cylindrical small-diameter tree of a certain length in half in the length direction, and the center of the base. The base is formed in a T-shaped cross section that protrudes in a direction orthogonal to the base, and the thickness of the base is smaller than half of the height of the protrusion, and is based on the bottom of the base A through-hole is provided in the thickness direction of the protrusion at the midpoint of the upper end surface of the protrusion, and the wall surface body is arranged in a posture in which the base bottom surface of the wall member is vertical and the protrusion is horizontal. In addition, the upper base side surface is placed on the lower projecting portion side surface, the projecting direction of the projecting portion is reversed for each step, and the upper end surface of the lower projecting portion and the upper base bottom surface belong to the same plane. The wall members are stacked in a state where they are aligned vertically. It is possible to adopt a configuration in which the space between the upper and lower wall surface members generated at the time of stacking by one stage is filled with a filling member such as wall soil and the uppermost wall surface member is detachably provided. it can.

この構成によると、最上段の壁面部材が着脱可能に設けているので、その最上段の壁面部材を取り外した状態で、この補強鉄筋の上端部と上部横架材のボルトとを連結する長ナットを操作して、これらを連結することができる。このため、壁面体の組み立て性が良いものとなる。   According to this configuration, since the uppermost wall member is detachably provided, the long nut that connects the upper end of the reinforcing bar and the bolt of the upper horizontal member with the uppermost wall member removed. These can be connected by operating. For this reason, the assemblability of the wall surface body is good.

また、前記楔は、前記補強鉄筋に挿通された円筒体であり、その外周面が下方に向かって縮径するように形成されたものであれば、この楔を打ち込むことにより、パイプと補強鉄筋との間の全周に楔を差し込むことができるので、確実に補強鉄筋がパイプ内で回転不能状態となる。   In addition, the wedge is a cylindrical body inserted through the reinforcing reinforcing bar, and if the outer peripheral surface is formed so as to reduce in diameter downward, the wedge and the reinforcing reinforcing bar are driven by driving the wedge. Since the wedge can be inserted into the entire circumference between the reinforcing bars, the reinforcing bars are surely incapable of rotating in the pipe.

前記壁面部材がその長さ方向に各段ごとに複数本突き合せて配置され、かつ一段づつ当該壁面部材の長さの半分の距離をずらせることにより、各壁面部材が全体として千鳥状に配置された構成とすることもできる。   A plurality of the wall surface members are arranged in the lengthwise direction at each step, and each wall surface member is arranged in a staggered manner by shifting the distance of half of the length of the wall surface member one step at a time. It can also be set as the structure made.

以上のように、この考案は、パイプに挿通して上下に積み重ねた壁面部材からなる壁面体を、既設の建物の上部横架材と下部横架材の間に嵌め合わせ、これらの横架材に連結固定するようにしたので、既設の建物の上部横架材と下部横架材との間に、容易に壁面構造物を構築することができる。   As described above, in this invention, a wall body made up of wall members inserted vertically through a pipe is fitted between an upper horizontal member and a lower horizontal member of an existing building, and these horizontal members are fitted. The wall structure can be easily constructed between the upper horizontal member and the lower horizontal member of the existing building.

以下、この考案の実施形態1を図1〜図11に示す。この実施形態の壁面構造体は、図1、図2に示すように、建物の梁や桁などの上部横架材10と下部横架材11との間に、断面T字形の壁面部材12を、補強鉄筋13が貫通するパイプ14に挿通させながら壁面部材12を上下方向に複数段積み重ねて形成した壁面体15を嵌め合わせ、下部横架材11の上面に固定したナット16に補強鉄筋13をねじ込み、パイプ14と補強鉄筋13との間に楔17を打ち込んで補強鉄筋13を固定した状態で、上部横架材10に固定したボルト18と補強鉄筋13とを長ナット19で連結したものである。   A first embodiment of the present invention is shown in FIGS. As shown in FIGS. 1 and 2, the wall surface structure of this embodiment includes a wall member 12 having a T-shaped cross section between an upper horizontal member 10 and a lower horizontal member 11 such as a beam or a girder of a building. The wall member 15 formed by stacking a plurality of wall members 12 in the vertical direction is inserted into the pipe 14 through which the reinforcing bar 13 passes, and the reinforcing bar 13 is fixed to the nut 16 fixed to the upper surface of the lower horizontal member 11. The bolt 18 fixed to the upper horizontal member 10 and the reinforcing reinforcing bar 13 are connected by a long nut 19 in a state where the reinforcing reinforcing bar 13 is fixed by screwing and driving a wedge 17 between the pipe 14 and the reinforcing reinforcing bar 13. is there.

前記壁面部材12は、図3に示すように、一定長さLの円柱状の小径木31を長さ方向に半分に分割した分割小径木32、32を加工したものである。この分割小径木32から形成される壁面部材12は、図4(a)に示すように、分割小径木32の分割面33の大部分を底面34とする一定厚さaの基部35と、その基部35の中央から直角に突出した高さbの突出部36とからなる断面T字形に加工されたものである。   As shown in FIG. 3, the wall surface member 12 is obtained by processing divided small-diameter trees 32 and 32 obtained by dividing a cylindrical small-diameter tree 31 having a constant length L in half in the length direction. As shown in FIG. 4A, the wall surface member 12 formed from the divided small-diameter tree 32 includes a base portion 35 having a constant thickness a having a bottom surface 34 as a major part of the dividing surface 33 of the divided small-diameter tree 32, The cross section is formed into a T-shaped cross section including a protruding portion 36 having a height b protruding from the center of the base portion 35 at a right angle.

基部35の厚さaは、突出部36の高さbの半分以下となるように形成され、基部35上面と突出部36の上端面37とが、分割面33(底面34)と平行となるように形成されると共に、基部35の側面38と、突出部36の側面39が分割面33と直交するように形成される。なお、壁面部材12は、図5に示すように、その基部35の底面34が垂直に、突出部36の側面39が水平になる姿勢に配置して用いられる。   The thickness a of the base 35 is formed to be less than half of the height b of the protrusion 36, and the upper surface of the base 35 and the upper end surface 37 of the protrusion 36 are parallel to the dividing surface 33 (bottom surface 34). In addition, the side surface 38 of the base portion 35 and the side surface 39 of the protruding portion 36 are formed so as to be orthogonal to the dividing surface 33. As shown in FIG. 5, the wall surface member 12 is used in a posture in which the bottom surface 34 of the base portion 35 is vertical and the side surface 39 of the protruding portion 36 is horizontal.

壁面部材12の基部35の厚さaを、突出部36の高さbの半分以下に形成したのは、図4(b)に示すように、突出部36の側面39上に、基部35の側面38を突き合わせ、かつ下段の突出部36の上端面37と上段の基部35の底面34とを同じ面内となるように上下に揃えて積み重ねた際に、上下段の壁面部材12の間にその基部35および突出部36に囲まれた一定間隔dの空間41を形成するためである。   The thickness a of the base portion 35 of the wall member 12 is formed to be equal to or less than half the height b of the protruding portion 36, as shown in FIG. 4B, on the side surface 39 of the protruding portion 36. When the side surfaces 38 are abutted and the upper end surface 37 of the lower protruding portion 36 and the bottom surface 34 of the upper base portion 35 are vertically aligned so as to be in the same plane, they are placed between the upper and lower wall surface members 12. This is because a space 41 with a constant interval d surrounded by the base portion 35 and the protruding portion 36 is formed.

また、図4(a)に示すように、前記基部35の底面34を基準とした突出部36上端面37の高さcの中間点において、突出部36に貫通孔42がその厚さ方向に設けられる。この貫通孔42は、図6の一点鎖線で示すように、前記壁面部材12の両端面から距離eだけ内側の位置と、壁面部材12の中央線43を挟んで両側に距離eだけ離れた位置とに計4箇所設けられる。   Further, as shown in FIG. 4A, a through hole 42 is formed in the protruding portion 36 in the thickness direction at an intermediate point of the height c of the upper end surface 37 of the protruding portion 36 with respect to the bottom surface 34 of the base portion 35. Provided. As shown by the one-dot chain line in FIG. 6, the through-hole 42 is located at a distance e from the both end faces of the wall surface member 12 and at a distance e on both sides across the center line 43 of the wall surface member 12. And a total of four locations.

このように壁面部材12の所定の位置に貫通孔42を設けたのは、複数本の壁面部材12を相互の端面を突き合わせて長さ方向に配列した場合、各壁面部材12の端面を挟んで両側に距離eだけ離れた位置にある一対の貫通孔42を、壁面部材12の半分の長さL/2間隔ごとに配置するためである。この一対の貫通孔42の配置により、後述の実施形態のように、壁面部材12が千鳥状に組み合わされた壁面構造物を構成することが可能となる。   The through holes 42 are provided at predetermined positions of the wall surface member 12 as described above, when a plurality of wall surface members 12 are arranged in the length direction with their end surfaces abutting each other, with the end surfaces of the wall surface members 12 sandwiched therebetween. This is because the pair of through-holes 42 that are separated from each other by the distance e is arranged for every half length L / 2 of the wall surface member 12. With the arrangement of the pair of through holes 42, a wall surface structure in which the wall surface members 12 are combined in a staggered manner can be configured as in an embodiment described later.

前記壁面体15は、主に前記壁面部材12を組み合わせて構成されるが、その補助部材として、断面L字形の壁面端部材12a、12bが用いられる。この壁面端部材12aは、図7(a)に示すように、壁面部材12の基部35の一部が突出部36の一方の側面39に沿う面で切断され、その突出部36にも前記壁面部材12と同様に貫通孔42が設けられる。   The wall surface body 15 is mainly configured by combining the wall surface member 12, and wall surface end members 12a and 12b having an L-shaped cross section are used as auxiliary members. As shown in FIG. 7A, the wall surface end member 12 a has a part of the base portion 35 of the wall surface member 12 cut along a surface along one side surface 39 of the protruding portion 36. Similar to the member 12, a through hole 42 is provided.

また、壁面端部材12bは、図7(b)に示すように、壁面端部材12aの貫通孔42が、突出部36の上端面37に延びる切り欠き44となっている。この切り欠き44を設けることにより、壁面端部材12bは、その切り欠き44に補強鉄筋13を嵌め、壁面体15の最上段に着脱可能に取り付けられる。   Further, as shown in FIG. 7B, the wall surface end member 12 b has a through hole 42 in the wall surface end member 12 a as a notch 44 extending to the upper end surface 37 of the protruding portion 36. By providing this notch 44, the wall surface end member 12 b is detachably attached to the uppermost stage of the wall surface body 15 by fitting the reinforcing bar 13 into the notch 44.

前記パイプ14は、アルミニウム製であり、図8に示すように、その外径が、各壁面部材12の貫通孔42に対して適合する大きさを有している。このパイプ14に壁面部材12の貫通孔42を挿通すると、貫通孔42の内面とパイプ14の外径面との間の摩擦抵抗によりパイプ14が回転不能状態となる。   The pipe 14 is made of aluminum, and as shown in FIG. 8, the outer diameter of the pipe 14 has a size suitable for the through hole 42 of each wall surface member 12. When the through-hole 42 of the wall surface member 12 is inserted into the pipe 14, the pipe 14 becomes non-rotatable due to frictional resistance between the inner surface of the through-hole 42 and the outer diameter surface of the pipe 14.

このパイプ14の内部に挿通される補強鉄筋13は、鉄製の軸体であり、その上下端部にねじ部を有し、この上端部のねじ部に設けた長ナット19と、この長ナット19の下方への移動を規制する止めナット20と、円筒状の楔17とを備えたものである(図9参照)。この楔17は、外周面が下方に向かって縮径するように形成され、下端部がパイプ14と補強鉄筋13との間に差し込み可能に設けられる。この楔17を差し込むことにより、パイプ14内で補強鉄筋13が回転不能状態となる。   The reinforcing reinforcing bar 13 inserted into the pipe 14 is an iron shaft, has a threaded portion at the upper and lower end portions thereof, a long nut 19 provided at the threaded portion of the upper end portion, and the long nut 19 Are provided with a locking nut 20 for restricting the downward movement of the screw and a cylindrical wedge 17 (see FIG. 9). The wedge 17 is formed so that the outer peripheral surface is reduced in diameter downward, and the lower end portion is provided so as to be inserted between the pipe 14 and the reinforcing reinforcing bar 13. By inserting the wedge 17, the reinforcing steel bar 13 becomes non-rotatable in the pipe 14.

前記壁面部材12を上下方向に複数段積み重ねて形成する壁面体15は、図8に示すように、壁面端部材12aの突出部36側面39が下方に向く姿勢に配置され、その壁面端部材12aの貫通孔42を前記パイプ14に挿通される。その壁面端部材12aの上に、壁面部材12の基部35の底面が垂直、突出部36が水平になる姿勢に配置するとともに、下段の突出部36側面39上に上段の基部35側面38が乗り、突出部36の突出方向が一段ごとに逆向きに、かつ下段の突出部36上端面37と上段の基部35底面34とが同じ面内に属するように上下に揃えた状態(図4(b)参照)で、所要段数順次パイプ14に挿通される。最後に挿通した壁面部材12の突出部36側面39上に、図9に示すように、壁面端部材12aの基部35側面38が乗る状態で、壁面端部材12aがその貫通孔42を補強鉄筋13に挿通し、上下方向に積み重ねられる。また、壁面部材12と、壁面端部材12aとの一段ごとの積み重ねの際に生じる上下の壁面部材と壁面端部材12aとの間の空間41に壁土、パテ等の充填部材45を充填し、構成される(図10参照)。   As shown in FIG. 8, the wall surface body 15 formed by stacking the wall surface members 12 in a plurality of stages in the vertical direction is arranged in a posture in which the protruding portion 36 side surface 39 of the wall surface end member 12a faces downward, and the wall surface end member 12a. The through hole 42 is inserted into the pipe 14. On the wall surface end member 12a, the bottom surface of the base portion 35 of the wall surface member 12 is arranged so that the bottom surface is vertical and the projection portion 36 is horizontal, and the upper base portion 35 side surface 38 is on the side surface 39 of the lower projection portion 36. The protrusions 36 are aligned vertically so that the protrusion direction of each protrusion is opposite to each other and the upper end surface 37 of the lower protrusion 36 and the bottom surface 34 of the upper base 35 belong to the same plane (FIG. 4B). )), The required number of stages are sequentially inserted into the pipe 14. As shown in FIG. 9, the wall surface end member 12 a passes through the through hole 42 of the reinforcing reinforcing bar 13 on the protruding portion 36 side surface 39 of the wall surface member 12 inserted through the base 35 side surface 38 of the wall surface end member 12 a. And stacked vertically. Further, the space 41 between the upper and lower wall surface members and the wall surface end member 12a generated when the wall surface member 12 and the wall surface end member 12a are stacked one by one is filled with a filling member 45 such as wall soil or putty. (See FIG. 10).

以上のように壁面構造物は構成され、その組み立て手順を図8から図11に基づいて説明する。
まず、図8に示すように、壁面端部材12aをその側面39が下方に向く姿勢に配置し、壁面端部材12aの貫通孔42を補強鉄筋13が貫通したパイプ14に挿通する。パイプ14に貫通孔42を挿通することで、パイプ14が回転不能な状態となる。
The wall surface structure is configured as described above, and the assembling procedure will be described with reference to FIGS.
First, as shown in FIG. 8, the wall surface end member 12 a is arranged in a posture in which the side surface 39 faces downward, and the through hole 42 of the wall surface end member 12 a is inserted into the pipe 14 through which the reinforcing steel bars 13 have passed. By inserting the through-hole 42 into the pipe 14, the pipe 14 becomes non-rotatable.

次に、その壁面端部材12aの上に、壁面端部材12aの突出部36側面39上に壁面部材12の基部35側面38が乗るように、壁面部材12がその貫通孔42を補強鉄筋13に挿通される。壁面部材12と壁面端部材12aとの間に形成される空間41に壁土、パテ等の充填部材21が鉄筋13を避けて充填される。   Next, the wall surface member 12 extends the through hole 42 to the reinforcing reinforcing bar 13 so that the base portion 35 side surface 38 of the wall surface member 12 rides on the protruding portion 36 side surface 39 of the wall surface end member 12a on the wall surface end member 12a. It is inserted. A space 41 formed between the wall surface member 12 and the wall surface end member 12 a is filled with a filling member 21 such as wall soil and putty avoiding the reinforcing bars 13.

下段の壁面部材12の突出部36側面39上に上段の壁面部材12の基部35側面38が乗るように一段ごとに逆向きに、壁面部材12の貫通孔42を補強鉄筋13に挿通する。また、下段の突出部36上端面37と、上段の基部35底面34とが同じ面内に属するように、壁面部材12を上下方向に揃えて所要段数積み重ねる。壁面部材12を一段ごとに積み重ねる際に生じる上下段の壁面部材12間の空間41に上述の場合と同様に、壁土、パテ等の充填部材21を、補強鉄筋13を避けて充填する。   The through holes 42 of the wall surface member 12 are inserted into the reinforcing reinforcing bars 13 in the reverse direction so that the base surface 35 side surface 38 of the upper wall member 12 is placed on the protruding portion 36 side surface 39 of the lower wall member 12. Further, the wall member 12 is stacked in a required number of steps in the vertical direction so that the upper end surface 37 of the lower protrusion 36 and the bottom surface 34 of the upper base 35 belong to the same plane. In the same manner as described above, the space 41 between the upper and lower wall surface members 12 generated when the wall surface members 12 are stacked one by one is filled with the filling member 21 such as wall soil and putty, avoiding the reinforcing reinforcing bars 13.

また、図9に示すように、所要段数積み重ねられた最上段の壁面部材12の突出部36側面39上に、壁面端部材12aの基部35側面38が乗るように、壁面端部材12aをその貫通孔42を補強鉄筋13に挿通する。最上段の壁面部材12と壁面端部材12aとの間に形成される空間41にも壁土、パテ等の充填部材21を、補強鉄筋13を避けて充填する。   Further, as shown in FIG. 9, the wall surface end member 12a passes through the wall surface end member 12a so that the base portion 35 side surface 38 of the wall surface end member 12a is placed on the protruding portion 36 side surface 39 of the uppermost wall surface member 12 stacked in the required number of steps. The hole 42 is inserted into the reinforcing steel bar 13. The space 41 formed between the uppermost wall member 12 and the wall surface end member 12 a is also filled with the filling member 21 such as wall soil and putty avoiding the reinforcing reinforcing bars 13.

このようにして、所要段数積み重ねた壁面部材12、12aをパイプ14に挿通することにより一体化し、図10に示すように、そのパイプ14を貫通した補強鉄筋13の上端部に、筒状の楔17、止めナット20、長ナット19を取り付けて壁面体15を形成する。   In this way, the wall members 12 and 12a stacked in the required number of steps are integrated by being inserted into the pipe 14, and as shown in FIG. 10, a cylindrical wedge is formed on the upper end of the reinforcing bar 13 penetrating the pipe 14. 17, the lock nut 20 and the long nut 19 are attached to form the wall surface body 15.

次に、図11(a)に示すように、上部横架材10の下面に設けた凹部に、その頭部に木ねじの頭部を同軸状に固定したボルト18をその木ねじにより固定する。また、そのボルト18と上下方向に同軸となるように、下部横架材11の上面に設けた凹部にナット16を固定する。このナット16は、下部横架材11の凹部に対して回転不能状態に固定されていればよく、その固定手段として、例えば、ナット16の外周部にリング体を嵌め合わせ、そのリング体とナット16の間に木ねじを固定して、その木ねじにより固定するもの、あるいは、下部横架材11の凹部の形状を横断面角型に形成して、ナット16の外周部と、その凹部の内面とを突き当てるようにして回転を規制することで固定するものを採用することができる。   Next, as shown in FIG. 11A, a bolt 18 having a head of a wood screw fixed coaxially to the head is fixed to the recess provided on the lower surface of the upper horizontal member 10 by the wood screw. Further, the nut 16 is fixed to a recess provided on the upper surface of the lower horizontal member 11 so as to be coaxial with the bolt 18 in the vertical direction. The nut 16 only needs to be fixed in a non-rotatable state with respect to the concave portion of the lower horizontal member 11, and as a fixing means, for example, a ring body is fitted to the outer periphery of the nut 16, and the ring body and the nut A wood screw is fixed between 16 and fixed by the wood screw, or the shape of the recess of the lower horizontal member 11 is formed into a square cross section, and the outer periphery of the nut 16 and the inner surface of the recess What is fixed by restricting rotation so as to abut can be adopted.

続いて、前記壁面体15を、その補強鉄筋13が上部横架材10のボルト18と下部横架材11のナット16とが同軸状態となるように、上部横架材10と下部横架材11との間に嵌め合わせる(図11(b)参照)。   Subsequently, the upper horizontal member 10 and the lower horizontal member are arranged on the wall surface 15 so that the reinforcing reinforcing bars 13 are coaxial with the bolts 18 of the upper horizontal member 10 and the nuts 16 of the lower horizontal member 11. (See FIG. 11B).

嵌め合わせた壁面体15の長ナット19を、まず、下方に移動するように回して止めナット20に突き当てて、さらにねじ込む。このとき、長ナット19は、止めナット20で回転が規制されるので、その長ナット19のねじ込みにより、補強鉄筋13が共回りし、補強鉄筋13が下部横架材11のナット16にねじ込まれて補強鉄筋13とナット16とが結合する。   The long nut 19 of the fitted wall body 15 is first rotated so as to move downward, butts against the locking nut 20 and screwed further. At this time, since the rotation of the long nut 19 is restricted by the lock nut 20, the reinforcing reinforcing bar 13 rotates together with the screwing of the long nut 19, and the reinforcing reinforcing bar 13 is screwed into the nut 16 of the lower horizontal member 11. Thus, the reinforcing steel bar 13 and the nut 16 are coupled.

その後、補強鉄筋13に挿通した筒状の楔17をパイプ14内に打ち込んで、その楔17により補強鉄筋13を回転不能状態に固定する。この固定状態で、長ナット19を上方に移動するように回転させて、上部横架材10のボルト18にねじ込み、ボルト18と補強鉄筋13とを連結する(図11(c)参照)。   Thereafter, a cylindrical wedge 17 inserted through the reinforcing bar 13 is driven into the pipe 14, and the reinforcing bar 13 is fixed in a non-rotatable state by the wedge 17. In this fixed state, the long nut 19 is rotated so as to move upward, and is screwed into the bolt 18 of the upper horizontal member 10 to connect the bolt 18 and the reinforcing reinforcing bar 13 (see FIG. 11C).

補強鉄筋13の連結後、図11(d)に示すように、上側の壁面端部材12aと上部横架材10との間に、一対の壁面端部材12bを、その突出部36が互いに補強鉄筋13側に向くように、かつ、一方の壁面端部材12bの突出部36が、他方の壁面端部材12bの基部35に接する姿勢に配置し、その姿勢で、各壁面端部材12bの切り欠き44に補強鉄筋13を嵌めて、木ねじにより一対の壁面端部材12bを互いに固定する(図11(e)参照)。   After the reinforcing reinforcing bars 13 are connected, as shown in FIG. 11 (d), a pair of wall surface end members 12 b are formed between the upper wall surface end members 12 a and the upper horizontal member 10, and the protruding portions 36 are mutually reinforcing reinforcing bars. 13 so that the protruding portion 36 of one wall surface end member 12b is in contact with the base portion 35 of the other wall surface end member 12b, and the notch 44 of each wall surface end member 12b is in that position. The reinforcing reinforcing bars 13 are fitted to each other, and the pair of wall surface end members 12b are fixed to each other with wood screws (see FIG. 11 (e)).

以上のように構成される実施形態1の壁面構造物は、長さL、前記突出部36上端面37の高さcに相当する厚さcの壁面構造物として仕上がる(図1、図2参照)。これにより、既設の建物の梁や桁などの上部横架材10および下部横架材11をパイプ14(補強鉄筋13)に挿通させる必要がなく、これらの間に、壁面部材12からなる壁面体15を嵌め合わせて、連結固定することができる。このため、壁面構造物の修理や建物のリフォームの際、既設の建物の上部横架材10と下部横架材11との間に、容易に壁面構造物を構築することができる。   The wall surface structure of the first embodiment configured as described above is finished as a wall surface structure having a length L and a thickness c corresponding to the height c of the upper end surface 37 of the protrusion 36 (see FIGS. 1 and 2). ). Thereby, it is not necessary to insert the upper horizontal member 10 and the lower horizontal member 11 such as beams and girders of the existing building through the pipe 14 (reinforcing reinforcing bar 13), and the wall surface body made of the wall surface member 12 therebetween. 15 can be fitted and fixed together. For this reason, the wall structure can be easily constructed between the upper horizontal member 10 and the lower horizontal member 11 of the existing building when the wall structure is repaired or the building is renovated.

また、この壁面構造物は、壁面体15が、木製の壁面部材12を補強鉄筋13を貫通したパイプに、そのパイプが回転不能状態に挿通して所要段数積み重ねて一体化したものである。このため、各壁面部材12のパイプ14に対する位置ずれが起こりにくく、壁面体15が強固に一体化する。この壁面体15を上部横架材10と下部横架材11の間に連結固定することにより、耐震、耐風性に優れた壁面構造物となる。   Further, in this wall surface structure, the wall surface body 15 is formed by integrating a wooden wall surface member 12 into a pipe penetrating the reinforcing reinforcing bar 13 and inserting the pipe in a non-rotatable state and stacking a required number of steps. For this reason, the position displacement of each wall surface member 12 with respect to the pipe 14 hardly occurs, and the wall surface body 15 is firmly integrated. By connecting and fixing the wall body 15 between the upper horizontal member 10 and the lower horizontal member 11, a wall structure having excellent earthquake resistance and wind resistance is obtained.

次に、図12、図13に基づいて、壁面構造物に関する実施形態2を説明する。
実施形態2の壁面構造物も、前述の壁面部材12、壁面端部材12a、12bを用いるが、この場合、壁面部材12と壁面端部材12a、12bには、一定長さLのものと、その半分の長さL/2のものを用いる。実施形態2の壁面構造物の上下方向の配列は、実施形態1の壁面構造物の場合と同様である。
Next, Embodiment 2 regarding a wall surface structure will be described based on FIGS. 12 and 13.
The wall surface structure of the second embodiment also uses the wall surface member 12 and the wall surface end members 12a and 12b described above. In this case, the wall surface member 12 and the wall surface end members 12a and 12b have a constant length L, Half length L / 2 is used. The arrangement in the vertical direction of the wall surface structure of the second embodiment is the same as that of the wall surface structure of the first embodiment.

その長さ方向の配列は、図12に示すように、一定長さLの壁面部材12および壁面端部材12a、12bが長さ方向にその端面を突き合せて所要本数配列されたものである。各段ごとに壁面部材12がその端面を所要本数突き合わせて配列され、その配列された一端に長さL/2の壁面部材12がその端面を突き合せたものである。一段ごとに一端に配置された長さL/2の壁面部材12が、長さ方向に配列された各壁面部材12の右端、左端となるように交互に配置され、一段づつ各壁面部材12の突き合わせ面が、壁面部材12および壁面端部材12a、12bの長さLの半分の距離L/2ずらしたものとなる。   As shown in FIG. 12, the arrangement in the length direction is such that a predetermined number of wall members 12 and wall end members 12a and 12b having a fixed length L are arranged with their end faces butted in the length direction. The wall surface members 12 are arranged with the required number of end surfaces thereof being abutted for each step, and the wall surface members 12 having a length L / 2 are abutted with the end surfaces of the arranged end surfaces. The wall members 12 of length L / 2 arranged at one end for each step are alternately arranged so as to be the right end and the left end of each wall member 12 arranged in the length direction, and each wall member 12 of each wall member 12 is arranged step by step. The butted surfaces are shifted by a distance L / 2 that is half the length L of the wall surface member 12 and the wall surface end members 12a and 12b.

また、前述のように、長さ方向に配列された壁面部材12には、互いに距離2eだけ離れた一対の貫通孔42が、壁面部材12の半分の長さL/2の距離ごとに設けられている(図6参照)。各段ごとに壁面部材12の突き合わせ面を、壁面部材12の長さLの半分の距離L/2ずらし、壁面部材12の貫通孔42を揃える。これにより、長さ方向に配列された壁面部材12および壁面端部材12aがその貫通孔42を補強鉄筋13に挿通することができ、各壁面部材12および各壁面端部材12a、12bが全体として千鳥状に配置されたものとなり、壁面構造物を所望の長さにすることができる。   Further, as described above, the wall surface members 12 arranged in the length direction are provided with a pair of through holes 42 that are separated from each other by a distance 2e for each distance of the length L / 2 that is half of the wall surface member 12. (See FIG. 6). For each step, the abutting surface of the wall surface member 12 is shifted by a distance L / 2 that is half the length L of the wall surface member 12, and the through holes 42 of the wall surface member 12 are aligned. Thereby, the wall surface member 12 and the wall surface end member 12a arranged in the length direction can pass through the through-hole 42 to the reinforcing reinforcing bar 13, and each wall surface member 12 and each wall surface end member 12a, 12b are staggered as a whole. The wall surface structure can be made to have a desired length.

この考案に係る実施形態1の壁面構造物の一部切り欠き側面図Partially cutaway side view of a wall structure according to Embodiment 1 of the present invention 同上の壁面構造物の一部切り欠き正面図Front view of a partially cutaway wall structure 同上の小径木の一部省略斜視図Partially omitted perspective view of the same small-diameter tree (a)同上の小径木と壁面部材の関係を表す断面図、(b)同上の各壁面部材の積み重ね状態の関係を表す側面図(A) Cross-sectional view showing relationship between small-diameter wood and wall surface member same as above, (b) Side view showing relationship of stacked state of each wall surface member same as above. 同上の壁面部材の斜視図Perspective view of wall member 同上の壁面部材の上面図Top view of wall member (a)同上の壁面端部材の斜視図、(b)同上の他の壁面端部材の斜視図(A) Perspective view of wall surface end member same as above, (b) Perspective view of other wall surface end member same as above. 同上の壁面体の積み重ね途中の一部切り欠き斜視図Partial cutaway perspective view of the wall body in the middle of stacking 同上の壁面体の一部切り欠き斜視図Partially cutaway perspective view of wall surface body same as above 同上の壁面体の一部切り欠き正面図Front view of a partially cutout wall body (a)〜(e)同上の壁面構造物の組み立て説明図(A)-(e) Assembly explanatory drawing of wall surface structure same as above 実施形態2の壁面構造物の積み重ね状態を示す説明図Explanatory drawing which shows the stacked state of the wall surface structure of Embodiment 2. 同上の壁面構造物の一部切り欠き正面図Front view of a partially cutaway wall structure

符号の説明Explanation of symbols

10 上部横架材
11 下部横架材
12 壁面部材
13 補強鉄筋
14 パイプ
15 壁面体
16 ナット
17 楔
18 ボルト
19 長ナット
20 止めナット
21 充填部材
31 小径木
32 分割小径木
33 分割面
34 基部底面
35 基部
36 突出部
37 突出部上端面
38 基部側面
39 突出部側面
41 空間
42 貫通孔
43 中央線
44 切り欠き
DESCRIPTION OF SYMBOLS 10 Upper horizontal member 11 Lower horizontal member 12 Wall member 13 Reinforcing bar 14 Pipe 15 Wall member 16 Nut 17 Wedge 18 Bolt 19 Long nut 20 Locking nut 21 Filling member 31 Small diameter tree 32 Divided small diameter tree 33 Divided surface 34 Base bottom surface 35 Base part 36 Projection part 37 Projection part upper end surface 38 Base part side surface 39 Projection part side surface 41 Space 42 Through-hole 43 Center line 44 Notch

Claims (4)

一定長さを有する壁面部材(12)に設けられた貫通孔(42)がパイプ(14)にそのパイプ(14)が回転不能状態となるように挿通され、前記壁面部材(12)が上下方向に積み重ねられて構成される壁面体(15)が、建物の上部横架材(10)と下部横架材(11)との間に嵌め合わせ可能に設けられ、
前記パイプ(14)内に、上下端部にねじ部を有する補強鉄筋(13)が挿通され、その補強鉄筋(13)は、その上端部に設けた長ナット(19)と、前記パイプ(14)との間に差し込まれその補強鉄筋(13)を回転不能に固定する楔(17)とを備え、前記下部横架材(11)は、その上面に固定され前記補強鉄筋(13)の下端部がねじ込まれるナット(16)を有し、前記上部横架材(10)は、その下面に固定され前記補強鉄筋(13)の上端部と前記長ナット(19)により連結されるボルト(18)を有し、
前記上部横架材(10)と前記下部横架材(11)との間に前記壁面体(15)が嵌め合わされ、前記下部横架材(11)のナット(16)に前記補強鉄筋(13)の下端部がねじ込まれ、前記パイプ(14)と前記補強鉄筋(13)との間に楔(17)が差し込まれて前記補強鉄筋(13)が回転不能に固定された状態で、前記上部横架材(10)のボルト(18)と前記補強鉄筋(13)の上端部とが前記長ナット(19)により連結された壁面構造物。
A through-hole (42) provided in the wall surface member (12) having a certain length is inserted into the pipe (14) so that the pipe (14) cannot be rotated, and the wall surface member (12) is moved in the vertical direction. A wall body (15) configured to be stacked is provided so as to be fitted between the upper horizontal member (10) and the lower horizontal member (11) of the building,
Reinforcing bars (13) having threaded portions at the upper and lower ends are inserted into the pipe (14), and the reinforcing bars (13) include a long nut (19) provided at the upper end and the pipe (14 ) And a wedge (17) that non-rotatably fixes the reinforcing reinforcing bar (13), and the lower horizontal member (11) is fixed to the upper surface of the lower reinforcing member (13) and the lower end of the reinforcing reinforcing bar (13). The upper horizontal member (10) has a bolt (18) fixed to the lower surface thereof and connected to the upper end of the reinforcing reinforcing bar (13) by the long nut (19). )
The wall surface body (15) is fitted between the upper horizontal member (10) and the lower horizontal member (11), and the reinforcing reinforcing bar (13) is fitted to the nut (16) of the lower horizontal member (11). ) Is screwed, a wedge (17) is inserted between the pipe (14) and the reinforcing reinforcing bar (13), and the reinforcing reinforcing bar (13) is fixed in a non-rotatable manner. A wall structure in which a bolt (18) of a horizontal member (10) and an upper end portion of the reinforcing reinforcing bar (13) are connected by the long nut (19).
前記壁面部材(12)は、一定長さの円柱状の小径木(31)を長さ方向に半分に分割してなる分割小径木(32)が、その分割面(33)を底面(34)とする所要厚さの基部(35)と、前記基部(35)の中央から直交方向に突出する突出部(36)とからなる断面T字状に形成されたものであり、前記基部(35)の厚さが前記突出部(36)の高さの半分より小さく形成され、前記基部(35)の底面(34)を基準とした前記突出部(36)上端面(37)の高さの中間点において前記突出部(36)に貫通孔(42)がその厚さ方向に設けられ、
前記壁面体(15)は、前記壁面部材(12)の基部(35)底面(34)が垂直、突出部(36)が水平になる姿勢に配置するとともに、下段の突出部(36)側面(39)上に上段の基部(35)側面(38)が乗り、突出部(36)の突出方向が一段ごとに逆向きに、かつ下段の突出部(36)上端面(37)と上段の基部(35)底面(34)とが同じ面内に属するように上下に揃えた状態で、前記各壁面部材(12)が積み重ねられて構成されたものであり、一段ごとの積み重ねの際に生じる上下の壁面部材(12)間の空間(41)に壁土等の充填部材(21)が充填され、最上段の前記壁面部材(12)が着脱可能に設けられた請求項1に記載の壁面構造物。
The wall surface member (12) is a divided small-diameter tree (32) obtained by dividing a cylindrical small-diameter tree (31) of a certain length in half in the length direction, and its divided surface (33) is a bottom surface (34). The base portion (35) having a required thickness and a projecting portion (36) projecting in the orthogonal direction from the center of the base portion (35) are formed in a T-shaped cross section, and the base portion (35) The thickness of the protrusion (36) is smaller than half of the height of the protrusion (36), and the height of the upper end surface (37) of the protrusion (36) with respect to the bottom surface (34) of the base (35) is intermediate. In the point, the protrusion (36) is provided with a through hole (42) in its thickness direction,
The wall surface body (15) is arranged in such a posture that the base (35) bottom surface (34) of the wall surface member (12) is vertical and the protrusion (36) is horizontal, and the side surface of the lower protrusion (36) ( 39) The upper base (35) side surface (38) rides on the upper side, the protruding direction of the projecting part (36) is reversed for each stage, and the lower projecting part (36) upper end surface (37) and the upper base part (35) The wall members (12) are stacked in a state where they are aligned vertically so that the bottom surface (34) belongs to the same plane, and the top and bottom generated at the time of stacking step by step. The wall structure according to claim 1, wherein the space (41) between the wall members (12) is filled with a filling member (21) such as wall soil, and the uppermost wall member (12) is detachably provided. .
前記楔(17)は、前記補強鉄筋(13)に挿通された円筒体であり、その外周面が下方に向かって縮径するように形成された請求項1または2に記載の壁面構造物。   The wall structure according to claim 1 or 2, wherein the wedge (17) is a cylindrical body that is inserted through the reinforcing reinforcing bar (13), and an outer peripheral surface thereof is formed to have a diameter decreasing downward. 前記壁面部材(12)がその長さ方向に各段ごとに複数本突き合せて配置され、かつ一段づつ当該壁面部材(12)の長さの半分の距離をずらせることにより、各壁面部材(12)が全体として千鳥状に配置された請求項2または3に記載の壁面構造物。   A plurality of the wall surface members (12) are arranged in abutment with each other in the length direction, and each wall surface member (12) is displaced by a distance half the length of the wall surface member (12) step by step. The wall structure according to claim 2 or 3, wherein 12) is disposed in a zigzag pattern as a whole.
JP2007002598U 2007-04-12 2007-04-12 Wall structure Expired - Fee Related JP3132888U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018084050A (en) * 2016-11-22 2018-05-31 株式会社大林組 Wooden structure reinforcement structure and reinforcement method
CN115949183A (en) * 2023-02-03 2023-04-11 温州中恒工程管理有限公司 Spandrel girder structure is built in room

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2018084050A (en) * 2016-11-22 2018-05-31 株式会社大林組 Wooden structure reinforcement structure and reinforcement method
CN115949183A (en) * 2023-02-03 2023-04-11 温州中恒工程管理有限公司 Spandrel girder structure is built in room
CN115949183B (en) * 2023-02-03 2023-09-05 温州中恒工程管理有限公司 Bearing beam structure is built in room

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