JP4171660B2 - Removable wall structure and wall material introduction jig - Google Patents

Removable wall structure and wall material introduction jig Download PDF

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JP4171660B2
JP4171660B2 JP2003037642A JP2003037642A JP4171660B2 JP 4171660 B2 JP4171660 B2 JP 4171660B2 JP 2003037642 A JP2003037642 A JP 2003037642A JP 2003037642 A JP2003037642 A JP 2003037642A JP 4171660 B2 JP4171660 B2 JP 4171660B2
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wall surface
wall
construction
jig
bar
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JP2004244971A (en
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雅宏 佐藤
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株式会社テクノソール
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Description

【0001】
【発明の属する技術分野】
本発明は、建設資材が積み重ねられた構造体の側面を複数個の壁面材で着脱自在に覆う脱着式壁面構造、およびこの脱着式壁面構造を組み立て直す際に使用される壁面材導入治具に関するものである。
【0002】
【従来の技術】
従来、図1に示すように、土等が詰め込まれた土のうといった建設資材1は、抗土圧構造物や土中構造物等の構造体の本体や基礎、裏込め部等に積み重ねられて用いられ、構造体の重量を支える支持材として機能する場合がある。建設資材1がこのような支持材として用いられる場合、構造体の性能を客観的に評価するため、建設資材1に性能表示が行われている(例えば、特許文献1参照)。
【0003】
この性能表示は、袋に詰め込まれてほぼ箱状に成形された土またはその代替物が袋を構成する布材の引っ張り強さに応じて袋から受ける最大拘束応力に基づいて圧縮耐力を求め、求めたこの圧縮耐力に基づいて圧縮耐力に関して行われている。
【0004】
【特許文献1】
特許第3187804号公報
【0005】
【発明が解決しようとする課題】
しかしながら、上記のように建設資材1が積み重ねられて構築された構造体は、その側面がL型コンクリート壁面材といったコンクリートブロック2によって覆われ、コンクリートブロック2の一部2aは積み重ねられた建設資材1の間に挟持される。このため、構造体が一旦構築されると、コンクリートブロック2を移動させることが困難であることから、コンクリートブロック2内部の構造体の状況を点検することは従来困難であった。
【0006】
【課題を解決するための手段】
本発明はこのような課題を解決するためになされたもので、建設資材が積み重ねられた構造体の側面を複数個で覆う壁面材と、一端が建設資材間に挟持され他端が壁面材に着脱自在に取り付けられて壁面材を構造体の側面側に引っ張る壁面接合治具とから、脱着式壁面構造を構成した。この壁面接合治具は、一端がアンカー部材に取り付けられて前記建設資材間に挟持され,他端が棒材に巻かれて折り返されて前記建設資材間に挟持される板材に押さえ込まれて固定される,面状に編まれたネットからなる張力材と、一端がこの張力材の他端に前記棒材を介して連結され他端が前記壁面材に形成された穴に挿入される部材と、前記穴から前記壁面材の表面側に突出した前記部材の他端を前記壁面材に着脱自在に係止する係止材とから構成される。
【0007】
この構成によれば、複数個の各壁面材は、壁面接合治具の張力材によって構造体の側面側にそれぞれ引っ張られ、構造体の側面にそれぞれ保持固定される。また、壁面接合治具の、壁面材に形成された穴に挿入される部材の他端を係止材によって壁面材に着脱することにより、壁面材は他の壁面材から独立して構造体の側面に各々脱着される。
【0008】
また、本発明は、壁面材が遮光性を有する軽量材からなることを特徴とする。
【0009】
この構成によれば、壁面材はコンクリートブロック等に比較して軽量化されるため、建設資材が軽量に形成された場合にも、この建設資材が積み重ねられて構成される構造体の側面に使用することが出来る。また、壁面材は遮光性を有するため、壁面材の背面側の建設資材に光が届かなくなり、建設資材が光によって劣化するのを防ぐことが出来る。
【0010】
また、本発明は、壁面材と構造体の側面との間に緩衝材を備えていることを特徴とする。
【0011】
この構成によれば、壁面材で覆われる建設資材の各側部が構造体の側面に沿って均一に積み重ねられておらず、積み重ねられた建設資材の側面に凹凸が生じていても、この凹凸は緩衝材の一面側において吸収され、壁面材はこの緩衝材の平らな他面側に接して構造体の側面に引っ張られる。
【0012】
また、本発明は、一端が張力材の他端に連結され他端が壁面材に形成された穴に挿入される一部棒状の部材の他端に着脱自在に連結されてこの部材の棒状部分の長さをこの棒状部分の軸方向に延長し、壁面材の穴に挿入されて壁面材を構造体の側面まで導入する、前記部材の棒状部分とほぼ同じ太さの棒材からなる壁面材導入治具を構成したことを特徴とする。
【0013】
この構成によれば、建設資材間に挟持された張力材に一端が連結され、積み重ねられた建設資材の側部に端部が露出した部材に壁面材を取り付ける際、部材の他端に壁面材導入治具を連結し、この壁面材導入治具に壁面材の穴を挿入することにより、壁面材を壁面導入治具に沿って移動させて構造体の側面まで導入することが出来る。
【0014】
【発明の実施の形態】
次に、本発明の一実施形態による脱着式壁面構造および壁面材導入治具について説明する。
【0015】
図2は本実施形態による脱着式壁面構造の断面図である。構造体は建設資材11が積み重ねられて構築されており、脱着式壁面構造は、この構造体の側面を複数個で覆う壁面材12と、壁面材12を構造体の側面側に引っ張る壁面接合治具13とから構成されている。壁面接合治具13は、一端が建設資材11間に挟持され、他端が壁面材12に着脱自在に取り付けられている。また、本実施形態では、壁面材12と構造体の側面との間に緩衝材として圧縮性アジャスタ14を備えている。壁面材12は遮光性を有する軽量材、例えば、樹脂板や間伐材パネル,サイディング・ボート等からなり、圧縮性アジャスタ14は発泡スチロール板等からなる。
【0016】
建設資材11は、図3(a)に示すような織布または不織布製の土のう袋11aに土またはその代替物が詰め込まれて、同図(b)に示すようなほぼ箱状に成形されている。同図(c)は建設資材11の平面,正面および側面を示す三面図である。この正面図および側面図に示すように、建設資材11の周縁部はその高さHの1/2がかまぼこ状に突出している。また、建設資材11を多層に垂直方向に載荷した際、建設資材11にかかる圧縮力Fは、同図(b)に示す、長さがLで幅がBの面状の受圧部で支持される。
【0017】
このように土を土のう袋11aに詰め、この土のう袋11aにかける圧縮力Fを最大圧縮力にすると、土のう袋11aを構成する布材の引っ張り強さTによって土のう袋11aの内部の土は土のう袋11aから反力を受け、土のう袋11aの内部の土には最大有効拘束応力σ’が発生する。このとき、建設資材11の受圧部全体による極限圧縮耐力Quは次式によって求まる。
【0018】
Qu=2・σ’・B・L …(1)
また、土のう袋11a内の土の最大有効拘束応力σ’によって建設資材11に発現する最大剪断強度τは、土の内部摩擦角をφとすると次式によって表される。
【0019】
τ=σ’・cosφ …(2)
建設資材11の極限剪断耐力Qsはこの最大剪断強度τに基づいて極限圧縮耐力Quと同様にして算出することが出来る。このため、これらの極限圧縮耐力Quや極限剪断耐力Qsに基づき、建設資材11について、圧縮耐力や剪断耐力に関する性能表示が行える。このように建設資材11の性能表示を行えば、建設資材11が構造体の支持材として用いられる場合、この建設資材11を用いた構造体の性能を表示することが出来、構造体が客観的に評価される(特許第3187804号公報参照)。
【0020】
図4は図2に示した本実施形態による脱着式壁面構造を背面側から見た斜視図である。なお、同図において図2と同一部分には同一符号を付して説明する。
【0021】
壁面接合治具13は、張力材15,メガネボルト16,およびナット17を備えて構成されている。張力材15は面状に編まれたネットからなり、一端にアンカープレート18が取り付けられて図2に示すように建設資材11間に挟持されている。この張力材15の他端は、棒材19に巻かれて折り返されており、さらに板材20の下方に通されている。従って、張力材15が図2に示すように建設資材11間に挟持されると、その他端は板材20に押さえ込まれて固定される。棒材19の両端部はメガネボルト16のメガネ穴に通されており、従って、張力材15の他端が上記のように固定されることにより、張力材15の他端はメガネボルト16の一端に連結される。
【0022】
メガネボルト16は、メガネ穴が形成された一端が張力材15の他端に連結され、雄ネジが形成された他端が壁面材12に形成された穴12aに挿入される部材を構成している。ナット17は、穴12aから壁面材12の表面側に突出したメガネボルト16の他端に座金21を介して螺合し、このメガネボルト16の他端を壁面材12に着脱自在に係止する係止材を構成している。ナット17の頭部の壁面材12に形成される空間には、図2に示すようにキャップ22が被される。このキャップ22は、壁面材12と同様な遮光性を有する樹脂からなる。
【0023】
図5は、本実施形態による壁面材導入治具30の断面図である。なお、同図において図2と同一部分には同一符号を付してその説明は省略する。
【0024】
壁面材導入治具30は30〜50[cm]程度の長さの棒材からなり、その一端には雄ネジ30aが形成されている。また、メガネボルト16の他端には、雄ネジ30aが螺合する雌ネジ16aが形成されている。壁面材導入治具30は、雄ネジ30aが雌ネジ16aに螺合することにより、その一端がメガネボルト16の他端に着脱自在に連結されてメガネボルト16の長さを延長する。そして、壁面材導入治具30は、壁面材12の穴12aに挿入されて壁面材12を構造体の側面まで導入する。
【0025】
このような構成において、構造体の側面への壁面材12の取付は次のように行われる。つまり、メガネボルト16の他端が壁面材12の穴12aに挿入され、この穴12aから出たメガネボルト16の他端に、座金21を介してナット17が螺合される。そして、ナット17の頭部にキャップ22が被され、次に、一対のメガネボルト16の各メガネ穴に棒材19が挿入される。このようにしてメガネボルト16および棒材19が取り付けられた壁面材12がまず用意される。
【0026】
次に、建設資材11が積み重ねられて構造体が構築される際、建設資材11の表面上部に張力材15およびアンカープレート18が図2に示すように載置される。その後、用意された壁面材12が建設資材11の側方に置かれる。そして、張力材15の他端が、メガネボルト16に通された棒材19に巻かれて折り返され、さらに板材20の下方に通される。この状態で、張力材15が載置された建設資材11に重ねて次の建設資材11が積み上げられる。その後、同様な作業が繰り返され、建設資材11が積み上げられて行くのと同時に、壁面材12が建設資材11の側方に固定されて行く。
【0027】
このようにして複数個の壁面材12で覆われた構造体の側面は、その後、適宜、キャップ22およびナット17を取り外すことにより、所望の箇所の壁面材12を取り外して構造体内部の建設資材11の状況を点検することが出来る。
【0028】
また、点検後、取り外した壁面材12を元の位置に取り付ける際には、まず、建設資材11間に露出したメガネボルト16の雌ネジ16aに壁面材導入治具30の雄ネジ30aを螺合させる。そして、壁面材導入治具30を取り外した壁面材12の穴12aに挿入し、壁面材12を建設資材11の側方まで導入する。引き続いて、座金21およびナット17を図5に点線で示すように壁面材導入治具30に挿入し、壁面材12と同様にして座金21およびナット17を建設資材11の側方まで導入する。その後、ナット17とメガネボルト16とを螺合させることにより、取り外した壁面材12は元の位置に取り付けられる。
【0029】
このため、本実施形態による壁面材導入治具30を用いることにより、脱着式壁面構造を組み立て直す際、建設資材11の側部に露出し、位置が定まらずに浮遊するメガネボルト16に壁面材12を容易に取り付けることが出来る。
【0030】
また、本実施形態による脱着式壁面構造によれば、複数個の各壁面材12は、張力材15によって構造体の側面側にそれぞれ引っ張られ、構造体の側面にそれぞれ保持固定される。また、メガネボルト16の他端をナット17によって壁面材12に着脱することにより、壁面材12は他の壁面材12から独立して構造体の側面に各々脱着される。
【0031】
このため、壁面接合治具13によって構造体の側面を複数個の壁面材12で覆った後にも、各々の壁面材12を構造体の側面から容易に取り外すことが出来、壁面材12の背面側の構造体内部を容易に点検することが可能になる。また、個々の壁面材12の耐久性能や破損に応じ、個々の壁面材12を新たな壁面材12に容易に取り替えることが可能になる。また、張力材15を棒材19で折り返す長さを調節したりして、壁面接合治具13によって壁面材12を構造体の側面に引っ張る力を調整することにより、構造体の側面において各壁面材12が張る面の位置を調整することが出来る。従って、複数個の各壁面材12が形成する構造体の側面にゆがみや凹凸が生じても、これを平らに均すことが出来る。
【0032】
また、本実施形態による脱着式壁面構造によれば、軽量材からなる壁面材12は従来のコンクリートブロック2等に比較して軽量化される。このため、土に代えて発泡スチロールや間伐材等のリサイクル品が土のう袋11aに詰められ、建設資材11が軽量された場合にも、この軽量化された建設資材11が積み重ねられて構築される構造体の側面に使用することが出来る。なお、壁面材12は、このような軽量化された構造体に使用しない場合には、コンクリート板等の重量材によって構成することが出来る。また、壁面材12は遮光性を有するため、壁面材12の背面側の建設資材11に光が届かなくなり、建設資材11を構成する土のう袋11aが光によって劣化するのを防ぐことが出来る。
【0033】
また、本実施形態による脱着式壁面構造によれば、壁面材12で覆われる建設資材11の各側部が構造体の側面に沿って均一に積み重ねられておらず、積み重ねられた建設資材11の側面に凹凸が生じていても、この凹凸は圧縮性アジャスタ14の一面側において吸収され、壁面材12は、この圧縮性アジャスタ14の平らな他面側に接して構造体の側面に引っ張られる。このため、壁面材12は、積み重ねられた建設資材11の側面に凹凸が生じていても、構造体の側面に取り付けることが可能になる。
【0034】
なお、上記実施形態の説明においては、張力材15の他端を図4に示すように棒材19に巻き付けて折り返した場合について説明したが、図6(a)に示すように、張力材15の他端をメガネボルト16のメガネ穴に直接結びつけてメガネボルト16の一端に連結するようにしてもよい。
【0035】
また、上記実施形態の説明においては、張力材15を面状のネットとして説明したが、張力材15はこのネットに限定されることはなく、例えば、面状や帯状をした鋼板や、線状のワイヤや丸鋼のようなものによっても構成することが出来る。線状のものは、建設資材11間に挟持された時に呈する摩擦力が小さいため、例えば、図6(b)に示す丸鋼41のように、一端につば状のアンカープレート42を設けることが好ましい。なお、図6(a),(b)において、図4と同一または相当する部分には同一符号を付してその説明は省略する。
【0036】
また、上記実施形態においては、一端が張力材15の他端に連結され、他端が壁面材12に形成された穴12aに挿入される部材をメガネボルト16、穴12aから壁面材12の表面側に突出した部材の他端を壁面材12に着脱自在に係止する係止材をナット17とした場合について説明した。しかし、これら部材および係止材はメガネボルト16およびナット17に限定されることはない。例えば、部材として、一端が張力材15の他端に連結され、他端が壁面材12に形成された穴12aに挿入されるピン、係止材として、穴12aから壁面材12の表面側に突出したピンの他端を壁面材12に着脱自在に係止する割ピンやEリングなどによって構成することも出来る。
【0037】
このような各構成によっても、上記実施形態と同様な作用効果が奏される。
【0038】
【発明の効果】
以上説明したように本発明によれば、複数個の各壁面材は、壁面接合治具によって構造体の側面側にそれぞれ引っ張られ、構造体の側面にそれぞれ保持固定される。また、壁面接合治具の他端を壁面材に着脱することにより、壁面材は他の壁面材から独立して構造体の側面に各々脱着される。このため、壁面接合治具によって構造体の側面を複数個の壁面材で覆った後にも、各々の壁面材を構造体の側面から容易に取り外すことが出来、壁面材の背面側の構造体内部を容易に点検することが可能になる。また、個々の壁面材の耐久性能や破損に応じ、個々の壁面材を新たな壁面材に容易に取り替えることが可能になる。また、壁面接合治具によって壁面材を構造体の側面に引っ張る力を調整することにより、構造体の側面において各壁面材が張る面の位置を調整することが出来、複数個の各壁面材が形成する構造体の側面を平らに均すことが出来る。
【0039】
また、壁面材が遮光性を有する軽量材からなる構成の場合、壁面材はコンクリートブロック等に比較して軽量化されるため、建設資材が軽量に形成された場合にも、この建設資材が積み重ねられて構成される構造体の側面に使用することが出来る。また、壁面材は遮光性を有するため、壁面材の背面側の建設資材に光が届かなくなり、建設資材が光によって劣化するのを防ぐことが出来る。
【0040】
また、壁面材と構造体の側面との間に緩衝材を備えている構成の場合、壁面材で覆われる建設資材の各側部が構造体の側面に沿って均一に積み重ねられておらず、積み重ねられた建設資材の側面に凹凸が生じていても、この凹凸は緩衝材の一面側において吸収され、壁面材はこの緩衝材の平らな他面側に接して構造体の側面に引っ張られる。このため、壁面材は、積み重ねられた建設資材の側面に凹凸が生じていても、構造体の側面に取り付けることが可能になる。
【0041】
また、壁面材の穴に挿入されて壁面材を構造体の側面まで導入する壁面材導入治具を用いることにより、脱着式壁面構造を組み立て直す際、建設資材の側部に端部が露出し、位置が定まらずに浮遊する部材に壁面材を容易に取り付けることが出来る。
【図面の簡単な説明】
【図1】従来の構造体の側面の壁面構造を示す側面図である。
【図2】本発明の一実施形態による脱着式壁面構造の断面図である。
【図3】図2に示す建設資材に用いられる袋、およびこの袋に土が詰め込まれた状態を示す図である。
【図4】図2に示す脱着式壁面構造の斜視図である。
【図5】本発明の一実施形態による壁面材導入治具の側面図である。
【図6】本発明の一実施形態による壁面接合治具の変形例を示す斜視図である。
【符号の説明】
11…建設資材
12…壁面材
13…壁面接合治具
14…圧縮性アジャスタ
15…張力材
16…メガネボルト
16a…雌ネジ
17…ナット
18…アンカープレート
19…棒材
20…板材
21…座金
22…キャップ
30…壁面材導入治具
30a…雄ネジ
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a detachable wall structure that detachably covers a side surface of a structure on which construction materials are stacked with a plurality of wall surfaces, and a wall material introduction jig used when reassembling the detachable wall structure. Is.
[0002]
[Prior art]
Conventionally, as shown in FIG. 1, a construction material 1 such as a sandbag filled with soil or the like is used by being stacked on the main body or foundation of a structure such as an anti-earth pressure structure or a structure in the soil, a backfill portion, or the like. And may function as a support material that supports the weight of the structure. When the construction material 1 is used as such a support material, in order to objectively evaluate the performance of the structure, performance is displayed on the construction material 1 (for example, refer to Patent Document 1).
[0003]
This performance indication calculates the compressive yield strength based on the maximum restraining stress that the soil or its substitute packed in the bag or its substitute receives from the bag according to the tensile strength of the cloth material constituting the bag, The compression strength is determined based on the obtained compression strength.
[0004]
[Patent Document 1]
Japanese Patent No. 3187804 [0005]
[Problems to be solved by the invention]
However, the structure constructed by stacking the construction materials 1 as described above is covered with a concrete block 2 such as an L-shaped concrete wall material, and a part 2a of the concrete block 2 is stacked. Is sandwiched between. For this reason, once the structure is constructed, it is difficult to move the concrete block 2, so it has been difficult to check the state of the structure inside the concrete block 2.
[0006]
[Means for Solving the Problems]
The present invention has been made to solve such a problem, and a wall surface material that covers a plurality of side surfaces of a structure in which construction materials are stacked, and one end sandwiched between the construction materials and the other end to the wall surface material. A detachable wall surface structure was constructed from a wall surface bonding jig that was detachably attached and pulled the wall surface material to the side surface side of the structure. The wall joining jig, fixed one end is sandwiched between the construction material is attached to the anchor member, the other end being held down on the plate material is sandwiched between the construction material is folded wound on rod A tension member made of a net knitted into a planar shape , one end connected to the other end of the tension member via the bar , and the other end inserted into a hole formed in the wall surface member And a locking member that removably locks the other end of the member protruding from the hole to the surface side of the wall surface material.
[0007]
According to this arrangement, a plurality of the wall members are respectively pulled to the side surface side of the structure by tension forces material of the wall surface joining jig is held fixed to the side surface of the structure. Further, the wall surface joining jig, by detaching the wall member by the other end of the locking member of the member to be inserted into holes formed in the wall material, wall material of the structure independently of the other wall surface member Each side is desorbed.
[0008]
Further, the present invention is characterized in that the wall material is made of a light-weight material having a light shielding property.
[0009]
According to this configuration, the wall surface material is lighter than concrete blocks, so even when the construction material is made lighter, it is used for the side of the structure that is constructed by stacking the construction material I can do it. Further, since the wall material has light shielding properties, light does not reach the construction material on the back side of the wall material, and the construction material can be prevented from being deteriorated by light.
[0010]
Further, the present invention is characterized in that a buffer material is provided between the wall surface material and the side surface of the structure.
[0011]
According to this configuration, each side portion of the construction material covered with the wall surface material is not uniformly stacked along the side surface of the structure, and the unevenness occurs on the side surface of the stacked construction material. Is absorbed on one side of the cushioning material, and the wall surface material is pulled on the side surface of the structure in contact with the other flat surface of the cushioning material.
[0012]
Further, the present invention provides a rod-shaped portion of one member having one end connected to the other end of the tension member and the other end detachably connected to the other end of a rod-shaped member inserted into a hole formed in the wall surface material. The wall surface material is made of a rod material having the same thickness as the rod-shaped portion of the member, which extends in the axial direction of the rod-shaped portion and is inserted into the hole of the wall material to introduce the wall material to the side surface of the structure. The introduction jig is configured.
[0013]
According to this configuration, when attaching a wall surface material to a member whose one end is connected to the tension material sandwiched between the construction materials and the end portion is exposed to the side portion of the stacked construction material, the wall surface material is attached to the other end of the member. By connecting the introduction jig and inserting a hole in the wall material into the wall material introduction jig, the wall material can be moved along the wall introduction jig and introduced to the side surface of the structure.
[0014]
DETAILED DESCRIPTION OF THE INVENTION
Next, a detachable wall surface structure and a wall surface material introducing jig according to an embodiment of the present invention will be described.
[0015]
FIG. 2 is a sectional view of the removable wall surface structure according to the present embodiment. The structure is constructed by stacking construction materials 11, and the detachable wall surface structure has a wall surface material 12 covering a plurality of side surfaces of the structure body, and a wall surface bonding treatment for pulling the wall surface material 12 to the side surface side of the structure. The tool 13 is comprised. One end of the wall surface joining jig 13 is sandwiched between the construction materials 11, and the other end is detachably attached to the wall surface material 12. Moreover, in this embodiment, the compressive adjuster 14 is provided as a shock absorbing material between the wall surface material 12 and the side surface of a structure. The wall material 12 is made of a light-shielding lightweight material such as a resin plate, a thinned wood panel, a siding boat, or the like, and the compressive adjuster 14 is made of a foamed polystyrene plate or the like.
[0016]
The construction material 11 is formed in a substantially box shape as shown in FIG. 3B, in which soil or a substitute thereof is packed in a woven or non-woven sandbag 11a as shown in FIG. Yes. FIG. 3C is a three-view drawing showing the plane, front and side of the construction material 11. As shown in the front view and the side view, the peripheral edge of the construction material 11 has a half of its height H projecting in a semi-cylindrical shape. In addition, when the construction material 11 is loaded vertically in multiple layers, the compressive force F applied to the construction material 11 is supported by a planar pressure receiving portion having a length L and a width B shown in FIG. The
[0017]
When the soil is packed in the soil bag 11a and the compressive force F applied to the soil bag 11a is set to the maximum compression force, the soil inside the soil bag 11a is soiled by the tensile strength T of the cloth material constituting the soil bag 11a. By receiving a reaction force from the bag 11a, the maximum effective restraining stress σ ′ is generated in the soil inside the soil bag 11a. At this time, the ultimate compressive strength Qu of the entire pressure receiving portion of the construction material 11 is obtained by the following equation.
[0018]
Qu = 2 · σ ′ · B · L (1)
In addition, the maximum shear strength τ f expressed in the construction material 11 by the maximum effective restraining stress σ ′ of the soil in the soil bag 11a is expressed by the following equation, where the internal friction angle of the soil is φ.
[0019]
τ f = σ ′ · cos φ (2)
Construction ultimate shear strength Qs of the material 11 can be calculated in the same way as the ultimate compressive strength Qu based on the maximum shear strength tau f. For this reason, based on these ultimate compressive strength Qu and ultimate shear strength Qs, the construction material 11 can display performance related to the compressive strength and shear strength. By displaying the performance of the construction material 11 in this way, when the construction material 11 is used as a support material for the structure, the performance of the structure using the construction material 11 can be displayed, and the structure is objective. (See Japanese Patent No. 3187804).
[0020]
FIG. 4 is a perspective view of the removable wall surface structure according to the present embodiment shown in FIG. In the figure, the same parts as those in FIG.
[0021]
The wall surface joining jig 13 includes a tension member 15, a spectacle bolt 16, and a nut 17. The tension member 15 is composed of a net knitted in a plane shape, and an anchor plate 18 is attached to one end and is sandwiched between the construction materials 11 as shown in FIG. The other end of the tension member 15 is wound around the bar member 19 to be folded, and is further passed below the plate member 20. Therefore, when the tension member 15 is sandwiched between the construction materials 11 as shown in FIG. 2, the other end is pressed and fixed to the plate member 20. Both ends of the bar 19 are passed through the spectacle holes of the spectacle bolt 16, and therefore, the other end of the tension member 15 is fixed as described above, so that the other end of the tension member 15 is one end of the spectacle bolt 16. Connected to
[0022]
The spectacle bolt 16 is configured such that one end where the spectacle hole is formed is connected to the other end of the tension member 15 and the other end where the male screw is formed is inserted into the hole 12 a formed in the wall surface member 12. Yes. The nut 17 is screwed into the other end of the spectacle bolt 16 protruding from the hole 12a to the surface side of the wall surface material 12 via a washer 21, and the other end of the spectacle bolt 16 is detachably locked to the wall surface material 12. It constitutes a locking material. A space formed in the wall material 12 at the head of the nut 17 is covered with a cap 22 as shown in FIG. The cap 22 is made of a resin having a light shielding property similar to that of the wall surface material 12.
[0023]
FIG. 5 is a cross-sectional view of the wall surface material introducing jig 30 according to the present embodiment. In the figure, the same parts as those in FIG.
[0024]
The wall surface material introducing jig 30 is made of a rod having a length of about 30 to 50 [cm], and a male screw 30a is formed at one end thereof. A female screw 16a into which the male screw 30a is screwed is formed at the other end of the spectacle bolt 16. The wall surface material introducing jig 30 has one end detachably connected to the other end of the spectacle bolt 16 and the length of the spectacle bolt 16 extended by the male screw 30a screwed into the female screw 16a. The wall surface material introduction jig 30 is inserted into the hole 12a of the wall surface material 12 to introduce the wall surface material 12 to the side surface of the structure.
[0025]
In such a configuration, the wall member 12 is attached to the side surface of the structure as follows. That is, the other end of the spectacle bolt 16 is inserted into the hole 12 a of the wall surface member 12, and the nut 17 is screwed to the other end of the spectacle bolt 16 coming out of the hole 12 a through the washer 21. Then, the cap 22 is put on the head of the nut 17, and then the bar 19 is inserted into each spectacle hole of the pair of spectacle bolts 16. Thus, the wall surface material 12 to which the spectacle bolt 16 and the bar 19 are attached is prepared first.
[0026]
Next, when the construction material 11 is stacked to construct a structure, the tension material 15 and the anchor plate 18 are placed on the upper surface of the construction material 11 as shown in FIG. Thereafter, the prepared wall material 12 is placed on the side of the construction material 11. Then, the other end of the tension member 15 is wound around a bar member 19 passed through the spectacle bolt 16 and folded, and further passed under the plate member 20. In this state, the next construction material 11 is stacked on the construction material 11 on which the tension member 15 is placed. Thereafter, the same operation is repeated, and the construction material 11 is stacked, and at the same time, the wall surface material 12 is fixed to the side of the construction material 11.
[0027]
The side surface of the structure covered with the plurality of wall materials 12 in this way is then removed as appropriate by removing the cap 22 and the nut 17 to remove the wall material 12 at a desired location. Eleven situations can be checked.
[0028]
When the removed wall member 12 is attached to the original position after inspection, first, the male screw 30a of the wall member introducing jig 30 is screwed into the female screw 16a of the eyeglass bolt 16 exposed between the construction materials 11. Let Then, the wall surface material introduction jig 30 is inserted into the hole 12 a of the removed wall surface material 12, and the wall surface material 12 is introduced to the side of the construction material 11. Subsequently, the washer 21 and the nut 17 are inserted into the wall surface material introduction jig 30 as shown by the dotted line in FIG. 5, and the washer 21 and the nut 17 are introduced to the side of the construction material 11 in the same manner as the wall surface material 12. Thereafter, the removed wall material 12 is attached to the original position by screwing the nut 17 and the eyeglass bolt 16 together.
[0029]
For this reason, when the detachable wall surface structure is reassembled by using the wall surface material introducing jig 30 according to the present embodiment, the wall surface material is exposed to the side of the construction material 11 and floats without being fixed in position. 12 can be easily attached.
[0030]
Further, according to the detachable wall surface structure according to the present embodiment, each of the plurality of wall surface members 12 is pulled to the side surface side of the structure body by the tension material 15 and is held and fixed to the side surface of the structure body. Further, by attaching and detaching the other end of the spectacle bolt 16 to the wall surface material 12 by the nut 17, the wall surface material 12 is detached from the side surface of the structure independently of the other wall surface material 12.
[0031]
For this reason, each wall surface material 12 can be easily detached from the side surface of the structure body even after the side surface of the structure body is covered with the plurality of wall surface materials 12 by the wall surface bonding jig 13. It becomes possible to easily inspect the inside of the structure. Further, it becomes possible to easily replace the individual wall surface material 12 with a new wall surface material 12 according to the durability performance or breakage of the individual wall surface material 12. Further, by adjusting the length at which the tension member 15 is folded back by the bar member 19 and adjusting the force for pulling the wall surface member 12 to the side surface of the structure by the wall surface bonding jig 13, each wall surface on the side surface of the structure body is adjusted. The position of the surface on which the material 12 is stretched can be adjusted. Therefore, even if distortion or unevenness occurs on the side surface of the structure formed by the plurality of wall surface materials 12, it can be leveled.
[0032]
Further, according to the detachable wall structure according to the present embodiment, the wall material 12 made of a lightweight material is lighter than the conventional concrete block 2 or the like. For this reason, even when recycled products such as polystyrene foam and thinned wood are packed in the soil bag 11a in place of the soil and the construction material 11 is reduced in weight, the construction material 11 that has been reduced in weight is stacked and constructed. Can be used on the side of the body. In addition, the wall surface material 12 can be comprised with heavy materials, such as a concrete board, when not using for such a weight-reduced structure. Moreover, since the wall surface material 12 has a light-shielding property, light does not reach the construction material 11 on the back side of the wall surface material 12, and it is possible to prevent the soil bag 11a constituting the construction material 11 from being deteriorated by light.
[0033]
Moreover, according to the detachable wall surface structure according to the present embodiment, each side portion of the construction material 11 covered with the wall surface material 12 is not uniformly stacked along the side surface of the structure, and the stacked construction material 11 Even if the side surface has irregularities, the irregularities are absorbed on one side of the compressive adjuster 14, and the wall surface material 12 is in contact with the flat other side of the compressive adjuster 14 and pulled on the side surface of the structure. For this reason, the wall surface material 12 can be attached to the side surface of the structure even when the side surface of the stacked construction material 11 is uneven.
[0034]
In the description of the above embodiment, the case where the other end of the tension member 15 is wound around the bar member 19 as shown in FIG. 4 has been described. However, as shown in FIG. Alternatively, the other end may be directly connected to the spectacle hole of the spectacle bolt 16 and connected to one end of the spectacle bolt 16.
[0035]
In the description of the above embodiment, the tension material 15 has been described as a planar net. However, the tension material 15 is not limited to this net. For example, a planar steel sheet or a strip-shaped steel plate, It can also be constituted by things such as wires and round steel. Since the linear material has a small frictional force when sandwiched between the construction materials 11, for example, a collar-shaped anchor plate 42 can be provided at one end like a round steel 41 shown in FIG. preferable. 6A and 6B, the same reference numerals are given to the same or corresponding parts as in FIG. 4, and the description thereof is omitted.
[0036]
Moreover, in the said embodiment, the member inserted into the hole 12a which one end was connected with the other end of the tension | tensile_strength material 15, and the other end was formed in the wall surface material 12 is the surface of the wall surface material 12 from the spectacle bolt 16 and the hole 12a. The case where the nut 17 is used as the locking member that detachably locks the other end of the member projecting to the wall surface 12 to the wall surface material 12 has been described. However, these members and locking materials are not limited to the spectacle bolt 16 and the nut 17. For example, as a member, one end is connected to the other end of the tension member 15, and the other end is inserted into a hole 12 a formed in the wall surface member 12. As a locking member, from the hole 12 a to the surface side of the wall member 12. The other end of the protruding pin can be constituted by a split pin or an E-ring that is detachably locked to the wall surface material 12.
[0037]
Even with each of these configurations, the same effects as those of the above-described embodiment can be obtained.
[0038]
【The invention's effect】
As described above, according to the present invention, each of the plurality of wall surface materials is pulled to the side surface side of the structure body by the wall surface bonding jig and is held and fixed to the side surface of the structure body. In addition, by attaching and detaching the other end of the wall surface joining jig to the wall surface material, the wall surface material is detached from the side surface of the structure independently from the other wall surface materials. For this reason, even after the side surface of the structure is covered with a plurality of wall surface materials by the wall surface bonding jig, each wall surface material can be easily removed from the side surface of the structure body. Can be easily checked. Further, it becomes possible to easily replace each wall surface material with a new wall surface material according to the durability performance or breakage of each wall surface material. In addition, by adjusting the pulling force of the wall surface material to the side surface of the structure by the wall surface joining jig, the position of the surface on which the wall surface material is stretched on the side surface of the structure can be adjusted. The side surface of the structure to be formed can be leveled.
[0039]
In addition, when the wall material is made of a light-shielding light-weight material, the wall material is lighter than a concrete block, etc., so that even when the construction material is light, this construction material is stacked. It can be used for the side surface of a structure that is constructed. Further, since the wall material has light shielding properties, light does not reach the construction material on the back side of the wall material, and the construction material can be prevented from being deteriorated by light.
[0040]
In addition, in the case of a configuration including a cushioning material between the wall surface material and the side surface of the structure, each side portion of the construction material covered with the wall surface material is not uniformly stacked along the side surface of the structure body, Even if unevenness is generated on the side surface of the stacked construction material, the unevenness is absorbed on one side of the buffer material, and the wall surface material is pulled on the side surface of the structure in contact with the other flat surface side of the buffer material. For this reason, the wall surface material can be attached to the side surface of the structure even if the side surface of the stacked construction material has irregularities.
[0041]
In addition, by using a wall material introduction jig that is inserted into the hole of the wall material and introduces the wall material to the side of the structure, when reassembling the removable wall structure, the end is exposed to the side of the construction material. The wall material can be easily attached to a member that is floating without being determined in position.
[Brief description of the drawings]
FIG. 1 is a side view showing a wall structure of a side surface of a conventional structure.
FIG. 2 is a cross-sectional view of a removable wall structure according to an embodiment of the present invention.
FIG. 3 is a view showing a bag used for the construction material shown in FIG. 2 and a state in which soil is packed in the bag.
4 is a perspective view of the removable wall surface structure shown in FIG. 2. FIG.
FIG. 5 is a side view of a wall surface material introducing jig according to an embodiment of the present invention.
FIG. 6 is a perspective view showing a modification of the wall surface bonding jig according to the embodiment of the present invention.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 11 ... Construction material 12 ... Wall surface material 13 ... Wall surface joining jig 14 ... Compressive adjuster 15 ... Tension material 16 ... Glasses bolt 16a ... Female screw 17 ... Nut 18 ... Anchor plate 19 ... Bar material 20 ... Plate material 21 ... Washer 22 ... Cap 30 ... Wall material introduction jig 30a ... Male screw

Claims (5)

建設資材が積み重ねられた構造体の側面を複数個で覆う壁面材と、一端が前記建設資材間に挟持され他端が前記壁面材に着脱自在に取り付けられて前記壁面材を前記構造体の側面側に引っ張る壁面接合治具とから構成され
前記壁面接合治具は、一端がアンカー部材に取り付けられて前記建設資材間に挟持され,他端が棒材に巻かれて折り返されて前記建設資材間に挟持される板材に押さえ込まれて固定される,面状に編まれたネットからなる張力材と、一端がこの張力材の他端に前記棒材を介して連結され,他端が前記壁面材に形成された穴に挿入される部材と、前記穴から前記壁面材の表面側に突出した前記部材の他端を前記壁面材に着脱自在に係止する係止材とから構成されることを特徴とする脱着式壁面構造。
A wall surface material covering a plurality of side surfaces of the structure on which construction materials are stacked, and one end sandwiched between the construction materials and the other end detachably attached to the wall surface material to attach the wall surface material to the side surface of the structure body It consists of a wall surface joining jig that pulls to the side ,
The wall surface joining jig has one end attached to an anchor member and sandwiched between the construction materials, and the other end is wound around a bar material and folded back and pressed into a plate material sandwiched between the construction materials and fixed. A tension member made of a net knitted into a plane, a member having one end connected to the other end of the tension member via the bar, and the other end inserted into a hole formed in the wall member; A detachable wall surface structure comprising: a locking member that removably locks the other end of the member protruding from the hole to the surface side of the wall surface material .
前記壁面材は遮光性を有する軽量材からなることを特徴とする請求項1に記載の脱着式壁面構造。The removable wall surface structure according to claim 1, wherein the wall surface material is made of a light-weight material having a light shielding property. 前記壁面材と前記構造体の側面との間に緩衝材を備えていることを特徴とする請求項1または請求項2に記載の脱着式壁面構造。The removable wall surface structure according to claim 1 or 2 , further comprising a buffer material between the wall surface material and a side surface of the structure. 前記建設資材は、袋に詰め込まれてほぼ箱状に成形された土またはその代替物が前記袋を構成する布材の引っ張り強さに応じて前記袋から受ける最大拘束応力に基づいて圧縮耐力を求め、求めたこの圧縮耐力に基づいて圧縮耐力に関する性能表示が行われた、袋で土またはその代替物を拘束補強した建設資材であることを特徴とする請求項1から請求項3のいずれか1項に記載の脱着式壁面構造。The construction material has a compressive strength based on the maximum restraining stress received from the bag according to the tensile strength of the cloth material constituting the bag by the soil packed in the bag and formed into a box shape or its substitute. 4. The construction material according to any one of claims 1 to 3 , which is a construction material obtained by binding and reinforcing soil or its substitute with a bag, on which a performance indication relating to the compression strength is performed based on the obtained compression strength. 2. Detachable wall structure according to item 1. 請求項1に記載の脱着式壁面構造を構成する一部棒状の前記部材の他端に着脱自在に連結されて前記部材の棒状部分の長さをこの棒状部分の軸方向に延長し、前記壁面材の穴に挿入されて前記壁面材を前記構造体の側面まで導入する、前記部材の棒状部分とほぼ同じ太さの棒材からなる壁面材導入治具。Is detachably connected to the other end of the member of some rod-like constituting the detachable wall structure according to claim 1 and extend the length of the bar-shaped portion of the member in the axial direction of the rod-like portion, said wall surface A wall surface material introducing jig comprising a bar material having a thickness substantially the same as that of the bar-shaped portion of the member, which is inserted into a hole of the material and introduces the wall surface material to the side surface of the structure.
JP2003037642A 2003-02-17 2003-02-17 Removable wall structure and wall material introduction jig Expired - Lifetime JP4171660B2 (en)

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