JP2004163677A - Model device for exhibiting landslide countermeasure - Google Patents

Model device for exhibiting landslide countermeasure Download PDF

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Publication number
JP2004163677A
JP2004163677A JP2002329736A JP2002329736A JP2004163677A JP 2004163677 A JP2004163677 A JP 2004163677A JP 2002329736 A JP2002329736 A JP 2002329736A JP 2002329736 A JP2002329736 A JP 2002329736A JP 2004163677 A JP2004163677 A JP 2004163677A
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JP
Japan
Prior art keywords
block
model
landslide
blocks
base block
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JP2002329736A
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Japanese (ja)
Inventor
Koji Hoshina
幸二 保科
Kozo Aoyama
興三 青山
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SABO KOHO CENTER
SABO KOHO CT
Original Assignee
SABO KOHO CENTER
SABO KOHO CT
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Priority to JP2002329736A priority Critical patent/JP2004163677A/en
Publication of JP2004163677A publication Critical patent/JP2004163677A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a low-cost model device for exhibiting landslide countermeasure with which the mechanism of landslide phenomenon, principals and effectiveness of landslide countermeasure technology can be readily and easily explained to people in general. <P>SOLUTION: The model device for exhibiting landslide countermeasure is so constituted that the model body A is composed of a pair of right and left model blocks 1, 2 separately arranged in parallel to each other with a vertical right-left separating face S' therebetween, and the entire body of a first model block 1, one of the blocks, is formed of a single block. A second model block 2, the other of the blocks, is separately constituted of a base block 2D having on its upper surface a sliding surface S inclined nearly along the surface layer of the second model block 2, and a soil mass block 2U stacked and mounted on the sliding surface S of the base block 2D so as to be slidable downward. On the upper surface and the right-left separating face S' of the first and the second model blocks 1 and 2, various landslide countermeasures t1-t5 are displayed, and an engagement pin P which runs through the soil mass block 2U so as to make the soil mass block 2U slidable and can removably engage with the base block 2D is formed in imitation of at least either one of the caisson type pile work t1 or the anchor work t2 among the landslide countermeasures t1-t5. <P>COPYRIGHT: (C)2004,JPO

Description

【0001】
【発明の属する技術分野】
本発明は,地滑り現象のメカニズムや,地滑り対策技術の原理,有効性を一般の人に簡単に知らしめるための地滑り対策展示用模型装置に関する。
【0002】
【従来の技術】
地滑りが発生し易い傾斜地が多い日本の国土では,大雨等のたびに地滑り災害が各地で頻発している。そこで地滑り現象のメカニズムや,地滑り対策技術の原理,有効性を一般の人に知らしめるために,従来では,傾斜地に大掛かりな地滑り実験モデルを作り,その傾斜地の実験モデルに実際に地滑りを起こさせ,その様子を人々に見せるようにしていた。尚,車両により運搬可能な比較的小規模の自然災害模型実験装置としては,土石流の模型装置が既に提案されている(例えば特許文献1を参照)。
【0003】
【特許文献1】
特開2000−34715号公報
【0004】
【発明が解決しようとする課題】
ところで上記のような傾斜地を利用した大掛かりな地滑りの実験モデルは,車両により運搬不可能であるばかりか,設備コストが嵩み,また一度,地滑り実験を起こしてしまうと,これを実験前の初期状態に修復して再実験することが容易でない等の問題があった。
【0005】
本発明は,斯かる事情に鑑みてなされたものであって,地滑り現象のメカニズムや,地滑り対策技術の原理,有効性を一般の人に手軽に且つ容易に説明できるようにした低コストの地滑り対策展示用模型装置を提供することを目的としている。
【0006】
【課題を解決するための手段】
上記目的を達成するために請求項1の発明は,地滑りが生じ易い傾斜地形を表し且つ車両により運搬可能な模型本体が,該本体を縦断する鉛直な左右分割面を挟んで互いに並列する左右一対の模型ブロックより分割構成され,その左右一方の第1模型ブロックは,その全体が単一のブロックで形成され,またその左右他方の第2模型ブロックは,該第2模型ブロックの表層に略沿うように傾斜させた滑り面を上面に有するベースブロックと,そのベースブロックの滑り面上に下方にスライド可能に重合,載置された土塊ブロックとより分割構成され,第1及び第2模型ブロックには,少なくともその両模型ブロックの上面及び左右分割面において種々の地滑り対策手段が表示され,土塊ブロックを摺動可能に貫通してベースブロックに抜差可能に係合し得る係合ピンが,地滑り対策手段のうちの深礎工又はアンカー工の少なくとも1つに似せて形成され,該係合ピンにより土塊ブロックの前記スライドを任意に規制可能としたことを特徴とする。
【0007】
上記特徴によれば,左右一対の第1,第2模型ブロックには,少なくともその両模型ブロックの上面及び左右分割面において種々の地滑り対策手段が表示されているため,地滑り対策手段の地上構造を判り易く表示できることは勿論のこと,両模型ブロックを分離した状態では地滑り対策手段の地中構造をも判り易く表示できる。また特に係合ピンをベースブロックより引き抜いて土塊ブロックをベースブロックより離脱させるようにすれば,土塊ブロックをベースブロックに対し上記滑り面において下方に自重又は人力で簡単にスライドさせることができるから,このような土塊ブロック全体の下方スライドによって,地滑りの様子や災害の怖さを見る者に効果的に認識させることができる。しかも上記係合ピンは,地滑り対策手段のうちの深礎工又はアンカー工の少なくとも1つに似せて形成されているため,該係合ピンの離脱で土塊ブロックがスライド可能になる事実により,地滑り対策手段としての深礎工又はアンカー工の有効性を見る者に強く印象付けることができる。また土塊ブロックに対するストッパである上記係合ピンが,地滑り対策手段(深礎工又はアンカー工)の表示手段を兼ねることから,それだけ構造簡素化が図られる。
【0008】
また請求項2の発明は,請求項1の上記特徴に加えて,地滑り対策手段には,深礎工,アンカー工,横ボーリング工,集水井及び排水トンネルが含まれると共に,それら深礎工,アンカー工,横ボーリング工,集水井及び排水トンネルが,前記模型本体の左右分割面で断面表示され,前記土塊ブロックは,前記係合ピンのベースブロックからの引き抜き状態で,該ベースブロックの滑り面上を横方向にもスライド可能であることを特徴としており,この特徴によれば,左右の模型ブロックの並列状態であっても,係合ピンをベースブロックからの引き抜いて土塊ブロックをベースブロックの滑り面上で外側方(即ち第1模型ブロックより離れる方向)にスライドさせれば,模型本体の左右分割面(従って該分割面における地滑り対策手段の断面表示)を広く露出させて外部から見易くすることができるから,左右の模型ブロックを並べたままの状態でも,種々の地滑り対策手段の地中構造を見る者に判り易く表示することができる。
【0009】
【発明の実施の形態】
本発明の実施の形態を,添付図面に例示した本発明の実施例に基づいて以下に具体的に説明する。
【0010】
添付図面において,図1〜図6は本発明の一実施例を示すものであって,図1は,地滑り対策展示用模型装置を示す全体斜視図,図2は,第1模型ブロックの単体斜視図,図3は,第1模型ブロックの単体側面図(図2の3矢視図),図4は,第2模型ブロックの単体側面図,図5は,土塊ブロックを下方へスライドさせた状態を示す図4対応図,図6は,土塊ブロックを外側方へスライドさせた状態を示す図4対応図である。
【0011】
図1において,地滑り対策展示用模型装置Mの模型本体Aは,該本体Aを縦断する鉛直な左右分割面S′を挟んで互いに並列する左右一対の模型ブロック1,2より分割構成される。その左右一方(図示例では左側)の第1模型ブロック1は,その全体が一体に(即ち単一のブロックで)形成され,また左右他方(図示例では右側)の第2模型ブロック2は,該第2模型ブロック2の表層に略沿うように傾斜させた滑り面Sを上面に有するベースブロック2Dと,そのベースブロック2Dの滑り面S上に上下及び左右の何れにもスライド可能に重合,載置された土塊ブロック2Uとより分割構成される。
【0012】
前記各ブロック1,2(2U,2D)は,車両による運搬に適した軽量且つ硬質の合成樹脂,例えばスチロール樹脂等より形成され,その各々の表面は,FRP等で一体的に被覆保護されている。また各ブロック1,2(2U,2D)の適所,例えば内部や底部等には,必要に応じて金属製の補強枠(図示せず)が一体的に結合される。
【0013】
また図示例では,第1,第2模型ブロック1,2の底部を両模型ブロック1,2の並列状態で嵌合,載置させる浅い支持凹部3aを有するベース板3上に両模型ブロック1,2が嵌合,支持される。従って,そのベース板3による支持状態では,第1模型ブロック1と第2模型ブロック2(特にベースブロック2D)とをベース板3上(支持凹部3a内)に相対移動不能に並列固定しておくことができる。尚,前記ベース板3の底面には,必要に応じて複数のキャスタを相互に間隔をおいて設けることが可能であり(図示例では省略),その場合には,模型装置Mは人力で走行駆動可能となり,またそれを車両に積み込み,積み卸しする際に便利である。
【0014】
また第1及び第2模型ブロック1,2には,その上面において,地表の表示が適宜の着色手段や小模型を用いて施され,例えば図示例では,各ブロック1,2の下半分に住宅が点在する丘陵地の表示が,上半分に山肌の表示がなされる。
【0015】
また第1及び第2模型ブロック1,2には,その各々の左右外側面及び左右分割面S′(左右内側面)において,その上下に相異なる地層Lu,Ldの表示が地肌の着色を変える等して施され,更にその上下の地層Lu,Ldの間に地下水層Lwの表示(図示例では水色に着色)が施される。また特に第2模型ブロック2の前記地下水層Lwには,その上下中間部を縦通するようにして前記滑り面Sが現れている。
【0016】
さらに第1及び第2模型ブロック1,2には,その両模型ブロック1,2の上面及び左右分割面S′において種々の地滑り対策手段t1〜t5が表示される。この地滑り対策手段として,図示例では,前記滑り面Sよりも深く比較的大径の基礎杭を地中に鉛直に打ち込むようにした深礎工t1と,前記滑り面Sよりも深く比較的小径のアンカ杭を地中に斜めに打ち込むようにしたアンカー工t2と,排水パイプを地下水層Lwまで届くように略水平に地中に打ち込みようにした横ボーリング工t3と,地下水層Lwの水を一時的に集める井戸を地中に埋め込む集水井t4と,地下水層Lw下に埋設されてその水を排出するための排水トンネルt5とが含まれる。
【0017】
そして,それら深礎工t1,アンカー工t2,横ボーリング工t3,集水井t4及び排水トンネルt5は,第1及び第2模型ブロック1,2の内側面,即ち模型本体Aの左右分割面S′で断面表示される。
【0018】
また土塊ブロック2Uを摺動可能に貫通してベースブロック2Dに抜差可能に係合し得る少なくとも1個の係合ピンPが,地滑り対策手段t1〜t5のうちの深礎工t1又はアンカー工t2の少なくとも1つ(図示例ではアンカー工t2)に似せて形成される。この係合ピンPを土塊ブロック2Uを通してベースブロック2Dに係合させることにより,土塊ブロック2Uのベースブロック2D上(即ち滑り面S上)の左右及び上下のスライドを随時規制して,土塊ブロック2Uをベースブロック2D上に一体化することができ,また同ピンPをベースブロック2Dより引き抜くことにより土塊ブロック2Uの前記スライドが可能となる。
【0019】
次に前記実施例の作用を説明する。
【0020】
前記実施例の模型装置Mを使用する場合は,先ず,これを自動車等の車両に積み込んで展示場所まで運搬し,そこに定置する。この定置に際しては,模型本体Aの第1及び第2模型ブロック1,2を左右並列状態でベース板3上に嵌合,支持するようにする。
【0021】
このような初期状態では,アンカー工t2に似せた1個の係合ピンPが土塊ブロック2Uを通してベースブロック2Dに係合しており,このため,土塊ブロック2Uのベースブロック2D上(即ち滑り面S上)の左右及び上下のスライドが規制され,土塊ブロック2Uはベースブロック2D上に実質的に一体となって載置されている。尚,この状態において各模型ブロック1,2の上面には種々の地滑り対策手段t1〜t5が表示されていることから,地滑り対策手段t1〜t5の地上構造を見る者に容易に認識させることができる。
【0022】
さて,この状態より,地滑りの様子を見せるためには,前記係合ピンPの,土塊ブロック2Dの上面に露出した上端を摘まみ,同ピンPをベースブロック2Dより引き抜くようにして,土塊ブロック2Uをベースブロック2Dより離脱させる。これにより,その土塊ブロック2Uをベースブロック2Dに対し滑り面Sにおいて自重又は人力で下方に簡単にスライドさせることができ,この土塊ブロック2D全体の下方への滑落状況を見ることによって,地滑りの様子や災害の怖さを見る者に効果的に認識させることができる。
【0023】
しかも上記係合ピンPは,地滑り対策手段の一部(図示例ではアンカー工t2)に似せて形成されているため,該係合ピンPの離脱で土塊ブロック2Uがスライド可能になる事実により,地滑り対策手段としてのアンカー工2tの有効性を見る者に強く印象付けることができる。また土塊ブロック2Uに対するストッパである上記係合ピンPが,地滑り対策手段(アンカー工2t)の表示手段を兼ねることから,それだけ構造簡素化,ひいてはコスト節減が図られる。
【0024】
その上,前記模型装置Mは自動車等の車両により運搬可能な比較的小型の構造体であるから,どこにでも手軽に持ち運ぶことができる。また滑落後の土塊ブロック2Uを元のセット位置に戻して上記係合ピンPをベースブロック2Dに再係合させることで,模型装置Mを初期状態に簡単に修復できるから,模型装置Mを繰り返し使用でき,コスト節減が図られる。
【0025】
また上記のように係合ピンPをベースブロック2Dからの引き抜いたときに,作業者が手で土塊ブロック2Uをベースブロック2Dの滑り面S上で外側方(即ち第1模型ブロック1より離れる方向)にスライドさせるようにすれば,模型本体Aの左右分割面S′(従って該分割面S′における地滑り対策手段t1〜t5の断面表示)を広く露出させることができるから,左右の模型ブロック1,2をベース板3上に並べたままの状態でも,種々の地滑り対策手段t1〜t5の地中構造を見る者に判り易く表示することができる。
【0026】
尚,前記模型装置Mの定置に際し,模型本体Aの第1及び第2模型ブロック1,2を互いに分離した状態におけば,前述のように土塊ブロック2Uを滑り面S上で横方向にスライドさせなくても,各模型ブロック1,2の左右分割面S′を外部に露出させることができる。従って,その分割面S′に存する種々の地滑り対策手段t1〜t5の断面表示により,地滑り対策手段t1〜t5の地中構造を見る者に判り易く認識させることができる。
【0027】
以上,本発明の実施例について説明したが,本発明はその実施例に限定されることなく,本発明の範囲内で種々の実施例が可能である。例えば,前記実施例では,並列する第1,第2模型ブロック1,2の底部をベース板3上に嵌合,支持するようにしたものを示したが,本発明では,このようなベース板3を省略して第1,第2模型ブロック1,2を設置面に直に並べるようにしてもよい。
【0028】
また前記実施例では,各模型ブロック1,2の上面及び左右分割面S′に種々の地滑り対策手段t1〜t5を表示したが,本発明では,各模型ブロック1,2の外側面にも地滑り対策手段t1〜t5を表示するようにしてもよい。
【0029】
【発明の効果】
以上のように各請求項の発明によれば,左右一対の第1,第2模型ブロックには,少なくともその両模型ブロックの上面及び左右分割面において種々の地滑り対策手段が表示されるので,地滑り対策手段の地上構造を判り易く表示できることは勿論のこと,両模型ブロックを分離した状態では地滑り対策手段の地中構造をも判り易く表示できる。また特に係合ピンをベースブロックより引き抜いて土塊ブロックをベースブロックより離脱させると,その土塊ブロックをベースブロックに対し上記滑り面において自重又は人力で簡単に下方にスライドさせることができるから,このような土塊ブロック全体の下方スライドによって,地滑りの様子や災害の怖さを見る者に効果的に認識させることができる。しかも上記係合ピンは,地滑り対策手段のうちの深礎工又はアンカー工の少なくとも1つに似せて形成されているため,該係合ピンの離脱で土塊ブロックがスライド可能になる事実により,地滑り対策手段としての深礎工又はアンカー工の有効性を見る者に強く印象付けることができる。また土塊ブロックに対するストッパである上記係合ピンが,地滑り対策手段(深礎工又はアンカー工)の表示手段を兼ねることから,それだけ構造簡素化が図られ,コスト節減に寄与することができる。また本発明の模型装置は車両により運搬可能な比較的小型の構造体であるから,どこにでも手軽に持ち運ぶことができ,また下方スライド後の土塊ブロックを元の位置に戻して上記係合ピンをベースブロックに再係合させることで,模型装置を初期状態に簡単に修復できるから,模型装置を繰り返し使用でき,コスト節減に寄与することができる。
【0030】
また特に請求項2の発明によれば,左右の模型ブロックの並列状態において,係合ピンをベースブロックからの引き抜いて土塊ブロックをベースブロックの滑り面上で外側方(即ち第1模型ブロックより離れる方向)にスライドさせれば,模型本体の左右分割面(従って該分割面における地滑り対策手段の断面表示)を広く露出させて外部から見易くすることができるから,左右の模型ブロックを並べたままの状態でも,種々の地滑り対策手段の地中構造を見る者に判り易く表示することができる。
【図面の簡単な説明】
【図1】本発明の一実施例に係る地滑り対策展示用模型装置を示す全体斜視図
【図2】第1模型ブロックの単体斜視図
【図3】第1模型ブロックの単体側面図(図2の3矢視図)
【図4】第2模型ブロックの単体側面図
【図5】土塊ブロックを下方へスライドさせた状態を示す図4対応図
【図6】土塊ブロックを外側方へスライドさせた状態を示す図4対応図
【符号の説明】
A・・・・・模型本体
M・・・・・地滑り対策展示用模型装置
P・・・・・係合ピン
S・・・・・滑り面
S′・・・・左右分割面
t1・・・・深礎工(地滑り対策手段)
t2・・・・アンカー工(地滑り対策手段)
t3・・・・横ボーリング工(地滑り対策手段)
t4・・・・集水井(地滑り対策手段)
t5・・・・排水トンネル(地滑り対策手段)
1・・・・・第1模型ブロック
2・・・・・第2模型ブロック
2D・・・・ベースブロック
2U・・・・土塊ブロック
[0001]
TECHNICAL FIELD OF THE INVENTION
The present invention relates to a landslide countermeasure display model device for easily informing the general public of the mechanism of the landslide phenomenon, the principle and effectiveness of the landslide countermeasure technology.
[0002]
[Prior art]
In Japan, where there are many landslides where landslides are likely to occur, landslide disasters frequently occur in various places every time heavy rain occurs. Therefore, in order to inform the general public of the mechanism of the landslide phenomenon, the principle and effectiveness of the landslide prevention technology, a large-scale landslide experiment model was conventionally created on a sloping land, and the landslide was actually caused by the sloping model. , I was trying to show the situation to people. As a relatively small-scale natural disaster model experiment device that can be transported by a vehicle, a debris flow model device has already been proposed (for example, see Patent Document 1).
[0003]
[Patent Document 1]
Japanese Patent Application Laid-Open No. 2000-34715
[Problems to be solved by the invention]
By the way, the experimental model of large-scale landslide using the above-mentioned sloping terrain is not only impossible to transport by vehicle, but also increases equipment cost. There was a problem that it was not easy to restore the condition and re-test.
[0005]
SUMMARY OF THE INVENTION The present invention has been made in view of such circumstances, and has been made in view of the low-cost landslide which allows the mechanism of the landslide phenomenon, the principle and effectiveness of the landslide prevention technology to be easily and easily explained to ordinary people. The purpose is to provide a model device for exhibiting countermeasures.
[0006]
[Means for Solving the Problems]
In order to achieve the above object, the invention according to claim 1 is characterized in that a model body which represents a sloped terrain in which landslides are liable to occur and which can be transported by a vehicle has a pair of right and left sides which are parallel to each other across a vertical left and right dividing surface which traverses the body. The first model block on one of the left and right sides is entirely formed as a single block, and the second model block on the other side is substantially along the surface of the second model block. A base block having an inclined sliding surface on the upper surface and a mass block placed on the sliding surface of the base block so as to be slidable downward on the sliding surface, and divided into first and second model blocks. Means that various landslide prevention means are displayed on at least the upper surface and the left and right divided surfaces of both model blocks, and can be slidably penetrated through the block and inserted into the base block. An engaging pin capable of engaging with the landslide is formed so as to resemble at least one of a deep foundation work or an anchor work of the landslide prevention means, and the slide of the mass block can be arbitrarily regulated by the engaging pin. It is characterized by.
[0007]
According to the above feature, since various landslide prevention means are displayed on the pair of left and right first and second model blocks at least on the upper surface and the left and right divided surfaces of the two model blocks, the ground structure of the landslide prevention means is reduced. It is obvious that the underground structure of the landslide prevention means can be displayed in a state where both model blocks are separated, as well as being easily understood. In particular, if the engaging pin is pulled out from the base block to separate the block from the base block, the block can be easily slid downward on the sliding surface with respect to the base block by its own weight or by human power. The downward sliding of the entire block of soil blocks enables the viewer to effectively recognize the state of the landslide and the fear of the disaster. Moreover, since the engaging pin is formed so as to resemble at least one of the deep foundation work and the anchor work among the landslide prevention means, the fact that the block is slidable due to the detachment of the engaging pin allows the landslide. Those who see the effectiveness of the deep foundation work or anchor work as a countermeasure can be strongly impressed. In addition, since the engagement pin, which is a stopper for the block of earth, also serves as a display means of the landslide prevention means (deep foundation work or anchor work), the structure is simplified accordingly.
[0008]
According to the second aspect of the present invention, in addition to the above-mentioned features of the first aspect, the landslide prevention means includes a deep foundation, an anchor, a horizontal boring, a drainage well and a drainage tunnel. Anchor works, horizontal boring works, drainage wells and drainage tunnels are displayed in cross-section on the left and right divided planes of the model body, and the block is pulled out of the base blocks by the sliding pins of the base blocks. It is characterized by being slidable on the top in the horizontal direction. According to this feature, even when the left and right model blocks are in a side-by-side state, the engagement pin is pulled out of the base block and the block is removed from the base block. If the model body is slid outward (ie, away from the first model block) on the sliding surface, the model body is divided into the left and right divided planes (therefore, the landslide prevention means on the divided plane is cut off). Since it is possible to easily viewable from the outside to expose wide display), it can also state that lined the left and right of the model blocks, displays clarity to the viewer the underground structures of various landslide measure means.
[0009]
BEST MODE FOR CARRYING OUT THE INVENTION
Embodiments of the present invention will be specifically described below based on embodiments of the present invention illustrated in the accompanying drawings.
[0010]
1 to 6 show an embodiment of the present invention, wherein FIG. 1 is an overall perspective view showing a landslide countermeasure display model device, and FIG. 2 is a single perspective view of a first model block. Figures 3 and 3 are single side views of the first model block (viewed in the direction of arrow 3 in FIG. 2), FIG. 4 is a single side view of the second model block, and FIG. And FIG. 6 is a view corresponding to FIG. 4 showing a state in which the clay block is slid outward.
[0011]
In FIG. 1, a model body A of a model device M for landslide prevention display is divided into a pair of left and right model blocks 1 and 2 that are parallel to each other across a vertical left and right division surface S ′ that traverses the body A. The first model block 1 on one of the right and left sides (the left side in the illustrated example) is formed integrally (ie, as a single block) as a whole, and the second model block 2 on the other side (the right side in the illustrated example) is A base block 2D having an upper surface having a sliding surface S inclined substantially along the surface layer of the second model block 2, and superimposed on the sliding surface S of the base block 2D so as to be slidable vertically and horizontally. It is divided from the placed block 2U.
[0012]
Each of the blocks 1 and 2 (2U, 2D) is formed of a lightweight and hard synthetic resin suitable for transportation by a vehicle, for example, a styrene resin, and each surface is integrally covered and protected by FRP or the like. I have. In addition, a metal reinforcing frame (not shown) is integrally connected to a proper position of each of the blocks 1 and 2 (2U, 2D), for example, an inner portion or a bottom portion as necessary.
[0013]
In the illustrated example, the bottoms of the first and second model blocks 1 and 2 are placed on a base plate 3 having a shallow support recess 3a in which the two model blocks 1 and 2 are fitted and placed in parallel. 2 are fitted and supported. Therefore, in the state of being supported by the base plate 3, the first model block 1 and the second model block 2 (particularly, the base block 2D) are fixed in parallel on the base plate 3 (inside the support recess 3a) so as to be relatively immovable. be able to. A plurality of casters can be provided at intervals on the bottom surface of the base plate 3 as needed (not shown in the illustrated example). In this case, the model device M runs manually. It can be driven and is convenient for loading and unloading it on vehicles.
[0014]
On the upper surfaces of the first and second model blocks 1 and 2, the surface of the ground is displayed using appropriate coloring means and small models. Is displayed on hills dotted with hills, and on the upper half is displayed on the mountains.
[0015]
In each of the first and second model blocks 1 and 2, the display of different ground layers Lu and Ld above and below the left and right outer surfaces and the left and right divided surfaces S ′ (left and right inner surfaces) changes the coloring of the ground. Further, a display of the groundwater layer Lw (colored in light blue in the illustrated example) is given between the upper and lower geological layers Lu and Ld. In particular, the sliding surface S appears in the groundwater layer Lw of the second model block 2 so as to vertically pass through the upper and lower middle portions.
[0016]
Furthermore, various landslide prevention means t1 to t5 are displayed on the first and second model blocks 1 and 2 on the upper surface and the left / right divided surface S 'of both model blocks 1 and 2. In the illustrated example, as a countermeasure against landslide, in the illustrated example, a deep foundation t1 in which a relatively large diameter foundation pile deeper than the slip surface S is vertically driven into the ground, and a relatively small diameter deeper than the slip surface S. Anchor t2 for driving the anchor pile diagonally into the ground, horizontal boring t3 for driving the drainage pipe substantially horizontally into the ground to reach the groundwater layer Lw, and water in the groundwater layer Lw. A water collecting well t4 for burying a well to be temporarily collected in the ground, and a drainage tunnel t5 buried under the groundwater layer Lw to discharge the water are included.
[0017]
The deep foundation work t1, anchor work t2, horizontal boring work t3, catchment well t4, and drainage tunnel t5 are formed on the inner surfaces of the first and second model blocks 1 and 2, that is, the left and right divided surfaces S 'of the model body A. Is displayed in section.
[0018]
In addition, at least one engagement pin P that can slidably penetrate the earth block 2U and slidably engage with the base block 2D is provided with the deep foundation t1 or the anchor work of the landslide prevention means t1 to t5. It is formed to resemble at least one of the t2 (anchor t2 in the illustrated example). By engaging the engaging pin P with the base block 2D through the block 2U, the left and right and up and down slides of the block 2U on the base block 2D (that is, on the sliding surface S) are regulated at any time, and the block 2U Can be integrated on the base block 2D, and by pulling out the pin P from the base block 2D, the slab block 2U can be slid.
[0019]
Next, the operation of the above embodiment will be described.
[0020]
When using the model apparatus M of the above embodiment, first, it is loaded on a vehicle such as an automobile, transported to an exhibition place, and fixed there. At the time of this stationary operation, the first and second model blocks 1 and 2 of the model body A are fitted and supported on the base plate 3 in a left-right parallel state.
[0021]
In such an initial state, one engagement pin P resembling the anchor work t2 is engaged with the base block 2D through the block 2U, and therefore, on the base block 2D of the block 2U (that is, the sliding surface). The left and right and up and down slides on S) are restricted, and the block 2U is placed substantially integrally on the base block 2D. In this state, various landslide prevention means t1 to t5 are displayed on the upper surface of each of the model blocks 1 and 2, so that a viewer can easily recognize the ground structure of the landslide prevention means t1 to t5. it can.
[0022]
Now, in order to show the state of the landslide from this state, the upper end of the engaging pin P exposed on the upper surface of the earthen block 2D is pinched, and the pin P is pulled out from the base block 2D. 2U is detached from the base block 2D. Thus, the block 2U can be easily slid downward on the sliding surface S by its own weight or by human power with respect to the base block 2D, and the state of the landslide can be observed by observing the sliding state of the entire block 2D downward. And the fear of disasters can be effectively recognized by the viewer.
[0023]
In addition, since the engagement pin P is formed to resemble a part of the landslide prevention means (anchor t2 in the illustrated example), the fact that the mass pin block 2U becomes slidable by the detachment of the engagement pin P A viewer can be strongly impressed with the effectiveness of the anchor work 2t as a landslide prevention measure. Further, since the engaging pin P, which is a stopper for the block 2U, also serves as a display means of the landslide prevention means (anchor 2t), the structure is simplified and the cost is reduced accordingly.
[0024]
In addition, since the model device M is a relatively small structure that can be carried by a vehicle such as an automobile, it can be easily carried anywhere. Further, the model device M can be easily restored to the initial state by returning the crushed block 2U to the original set position and re-engaging the engagement pin P with the base block 2D. It can be used and cost is reduced.
[0025]
Further, when the engaging pin P is pulled out from the base block 2D as described above, the operator manually moves the block 2U outward on the sliding surface S of the base block 2D (that is, in a direction away from the first model block 1). ), The left and right divided surfaces S ′ of the model main body A (therefore, sectional views of the landslide prevention means t1 to t5 in the divided surfaces S ′) can be widely exposed, so that the left and right model blocks 1 can be exposed. , 2 can be displayed on the base plate 3 with the underground structures of the various landslide countermeasures t1 to t5 so as to be easily understood by a viewer.
[0026]
If the first and second model blocks 1 and 2 of the model body A are separated from each other when the model device M is fixed, the block 2U slides laterally on the sliding surface S as described above. Without doing so, the left and right divided surfaces S 'of each of the model blocks 1 and 2 can be exposed to the outside. Therefore, by displaying the cross-sections of the various landslide prevention means t1 to t5 on the divided surface S ', the underground structure of the landslide prevention means t1 to t5 can be easily recognized by a viewer.
[0027]
Although the embodiments of the present invention have been described above, the present invention is not limited to the embodiments, and various embodiments are possible within the scope of the present invention. For example, in the above-described embodiment, the bottoms of the first and second model blocks 1 and 2 which are arranged in parallel are fitted and supported on the base plate 3. 3, the first and second model blocks 1 and 2 may be arranged directly on the installation surface.
[0028]
Further, in the above-described embodiment, various landslide prevention means t1 to t5 are displayed on the upper surface of each of the model blocks 1 and 2 and the left and right divided surface S '. The countermeasures t1 to t5 may be displayed.
[0029]
【The invention's effect】
As described above, according to the invention of each claim, various landslide prevention means are displayed on the pair of left and right first and second model blocks at least on the upper surface and the left and right divided surfaces of the two model blocks. Not only can the ground structure of the countermeasure means be clearly displayed, but also the underground structure of the landslide countermeasure means can be displayed in a state where both model blocks are separated. In particular, when the engaging pin is pulled out from the base block and the block is released from the base block, the block can be easily slid downward on the sliding surface by its own weight or manually with respect to the base block. The downward sliding of the entire block of natural mass blocks allows the viewer to effectively recognize the state of the landslide and the fear of disaster. Moreover, since the engaging pin is formed so as to resemble at least one of the deep foundation work and the anchor work among the landslide prevention means, the fact that the block is slidable due to the detachment of the engaging pin allows the landslide. Those who see the effectiveness of the deep foundation work or anchor work as a countermeasure can be strongly impressed. In addition, since the engaging pin, which is a stopper for the block of soil, also serves as a display means of landslide prevention means (deep foundation work or anchor work), the structure can be simplified accordingly, which can contribute to cost reduction. Further, the model device of the present invention is a relatively small structure that can be carried by a vehicle, so that it can be easily carried anywhere. Since the model device can be easily restored to the initial state by being re-engaged with the base block, the model device can be used repeatedly, which can contribute to cost reduction.
[0030]
According to the second aspect of the present invention, when the left and right model blocks are arranged side by side, the engaging pin is pulled out from the base block, and the block is moved outward (that is, away from the first model block) on the sliding surface of the base block. Direction), the left and right divided surfaces of the model main body (and thus the cross-sectional representation of the landslide prevention means at the divided surfaces) can be widely exposed to make it easier to see from the outside. Even in the state, the underground structure of the various landslide prevention means can be displayed in a manner that is easy for the viewer to understand.
[Brief description of the drawings]
FIG. 1 is an overall perspective view showing a model device for landslide prevention display according to one embodiment of the present invention; FIG. 2 is a single perspective view of a first model block; FIG. 3 is a single side view of a first model block (FIG. 2); 3 arrow view)
FIG. 4 is a side view of a single unit of the second model block; FIG. 5 is a view corresponding to FIG. 4 showing a state in which the block is slid downward; FIG. 6 is a view corresponding to FIG. 4 is a state in which the block is slid outward; Figure [Explanation of symbols]
A ··· Model body M ··· Model device P for landslide countermeasure display · · · · Engagement pin S · · · · · sliding surface S '· · · · left and right division surface t1 · · ·・ Deep corner work (land slide measures)
t2 ··· Anchor construction (land slide measures)
t3 Horizontal boring (land slide measures)
t4 ··· Collecting well (land slide measures)
t5 ··· Drainage tunnel (land slide measures)
1... First model block 2... Second model block 2D... Base block 2U.

Claims (2)

地滑りが生じ易い傾斜地形を表し且つ車両により運搬可能な模型本体(A)が,該本体(A)を縦断する鉛直な左右分割面(S′)を挟んで互いに並列する左右一対の模型ブロック(1,2)より分割構成され,
その左右一方の第1模型ブロック(1)は,その全体が単一のブロックで形成され,
また左右他方の第2模型ブロック(2)は,該第2模型ブロック(2)の表層に略沿うように傾斜させた滑り面(S)を上面に有するベースブロック(2D)と,そのベースブロック(2D)の滑り面(S)上に下方にスライド可能に重合,載置された土塊ブロック(2U)とより分割構成され,
第1及び第2模型ブロック(1,2)には,少なくともその両模型ブロック(1,2)の上面及び左右分割面(S′)において種々の地滑り対策手段(t1〜t5)が表示され,
土塊ブロック(2U)を摺動可能に貫通してベースブロック(2D)に抜差可能に係合し得る係合ピン(P)が,地滑り対策手段(t1〜t5)のうちの深礎工(t1)又はアンカー工(t2)の少なくとも1つに似せて形成され,
該係合ピン(P)により土塊ブロック(2U)の前記スライドを任意に規制可能としたことを特徴とする,地滑り対策展示用模型装置。
A pair of left and right model blocks (A) that represent a sloped terrain where a landslide is likely to occur and that can be transported by a vehicle are arranged in parallel with each other across a vertical left and right division surface (S ′) that traverses the main body (A). 1, 2)
The first model block (1) on one of the left and right sides is entirely formed of a single block,
The other of the left and right second model blocks (2) is a base block (2D) having on its upper surface a sliding surface (S) inclined substantially along the surface layer of the second model block (2), and a base block thereof. (2D) is divided into a mass block (2U), which is overlapped and slidable downward on the sliding surface (S) of (2D),
Various landslide prevention means (t1 to t5) are displayed on the first and second model blocks (1, 2) at least on the upper surface and the left and right division surface (S ') of both model blocks (1, 2).
An engagement pin (P) which can slidably penetrate the earthen block (2U) and slidably engage with the base block (2D) is a deep foundation work (t1 to t5) of the landslide prevention means (t1 to t5). t1) or at least one of the anchor works (t2),
A landslide countermeasure display model device, wherein the slide of the earthen block (2U) can be arbitrarily regulated by the engagement pin (P).
前記地滑り対策手段には,深礎工(t1),アンカー工(t2),横ボーリング工(t3),集水井(t4)及び排水トンネル(t5)が含まれると共に,それら深礎工(t1),アンカー工(t2),横ボーリング工(t3),集水井(t4)及び排水トンネル(t5)が,前記模型本体(A)の左右分割面(S′)で断面表示され,
前記土塊ブロック(2U)は,前記係合ピン(P)のベースブロック(2D)からの引き抜き状態で,該ベースブロック(2D)の滑り面(S)上を横方向にもスライド可能であることを特徴とする,請求項1に記載の地滑り対策展示用模型装置。
The landslide prevention means includes a deep foundation work (t1), an anchor work (t2), a horizontal boring work (t3), a drainage well (t4), and a drainage tunnel (t5). , Anchor work (t2), horizontal boring work (t3), catchment well (t4) and drainage tunnel (t5) are displayed in cross section on the left and right division plane (S ') of the model body (A).
The mass block (2U) can slide laterally on the sliding surface (S) of the base block (2D) in a state where the engagement pin (P) is pulled out from the base block (2D). The model device for landslide prevention display according to claim 1, characterized in that:
JP2002329736A 2002-11-13 2002-11-13 Model device for exhibiting landslide countermeasure Pending JP2004163677A (en)

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CN111354255A (en) * 2020-04-01 2020-06-30 河海大学 Geotechnical engineering landslide model test box
CN111980038A (en) * 2020-09-01 2020-11-24 宁波大学 Novel structure for preventing and treating landslide and construction method thereof
CN112908137A (en) * 2021-01-25 2021-06-04 陕西核工业工程勘察院有限公司 Landslide motion simulation system and method
CN113178121A (en) * 2021-04-29 2021-07-27 信阳师范学院 Side slope physical experiment model
CN113409669A (en) * 2021-05-27 2021-09-17 山东师范大学 Teaching demonstration device for landslide
CN115420463A (en) * 2022-11-04 2022-12-02 成都理工大学 Landslide river-plugging whole-process simulation and dam break mechanism test device and test method
CN115420463B (en) * 2022-11-04 2023-02-07 成都理工大学 Landslide and river plugging whole process simulation and dam break mechanism test device and test method
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