JP3771770B2 - Buried structure - Google Patents

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JP3771770B2
JP3771770B2 JP2000082747A JP2000082747A JP3771770B2 JP 3771770 B2 JP3771770 B2 JP 3771770B2 JP 2000082747 A JP2000082747 A JP 2000082747A JP 2000082747 A JP2000082747 A JP 2000082747A JP 3771770 B2 JP3771770 B2 JP 3771770B2
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unit
unit member
embedded structure
reinforcing
members
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JP2001271389A (en
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直和 梶井
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三井物産林業株式会社
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Description

【0001】
【発明が属する技術分野】
この発明は、ユニット部材を用いて空隙率の高い埋設構造体を組み立てる際に補強部を用いて横方向の強度を強めた構造に関する。
【0002】
【従来の技術】
従来、例えば、外周壁に多数の孔を穿設した容器状部材をユニット部材として多数縦横且つ上下に積み重ねて構造物を組み立てたり、仕切枠をユニット部材として組み合わせてハニカム状の構造体(特公平4−26648号や特公平4−35580号)を組み立てたり、更には断面凹状のプレートをユニット部材として縦横交互に交差させて積み重ねて空隙率の高いブロック状の構造物を組み立てたりする構造が知られている。
しかし、上記構造では、上下方向には略一連にユニット部材の構成部分が繋がるので強度を高めることができるが、横方向(側方)には隙間が生じてしまい、ユニット部材の構成部分が横一連に横架されることがないので、強度が弱まる欠点がある。
特に前記構造物は、防水シートや保護シートで覆われて包み込まれ、地中や地下に埋設されるので、強度が不足した場合に補強することは困難であった。
また、チャンネル状に曲成されたユニット部材を縦横交互に積み重ねた構成等のように大きな隙間が生じない構成であっても、空隙率が大きいために側方の強度が充分でないという欠点がある。
【0003】
【発明が解決しようとする課題】
この発明は、上記事情に鑑みて鋭意研究の結果創案されたものであって、その主たる課題は、横方向(側方)における埋設構造体の強度を高めるために連結されてユニット部材の隙間を通りながら一連に延びる補強部を用いて、埋設構造体の横方向(側方)の強度を高めることにある。
【0004】
【課題を解決するための手段】
この発明は上記課題を解決するため、請求項1の発明では、
1または複数種類のユニット部材を連結し、上下且つ縦横に積み重ねて空隙率の高いブロック状の構造体を組み立て、地中に埋設してなる埋設構造体において、
ユニット部材に連結される補強部が設けられており、
該補強部は、縦横に隣接した上段4つ下段4つの合計8つのユニット部材のそれぞれのコーナーが集まる個所に嵌め込まれて、ユニット部材の組立時に縦横に延びる十字状の隙間を塞いでおり、
該補強部が、前記コーナーが集まる個所で前記8つのユニット部材に連結される継手としてのユニット部材連結部と、
該ユニット部材連結部から、前記十字状の隙間に沿ってユニット部材の略半分の位置まで延びる4つの延出部と、
該延出部のそれぞれの先端に形成されて、該延出部の延長線上に配置された他の同一構成からなる補強部の延出部の先端相互を連結する連結構成部とからなり、
ユニット部材に連結された多数の補強部の延出部を連結構成部によって相互に連結して、埋設構造体を横断する一体の補強部群を形成してなることを特徴とする。
また、請求項2の発明では、
前記ユニット部材が、上面を開口し、底面に向かって漸次幅狭となる略截頭四角錐形状からなって、上下対称となるように配置して上下に積み重ねており、
ユニット部材の底面の四隅には下部連結孔が穿設され、
前記ユニット部材連結部の四隅に上下に突出する掛止軸が設けられ、
該掛止軸を上段4つ下段4つの合計8つのユニット部材のそれぞれのコーナーが集まる個所の下部連結孔に掛止めてなることを特徴とする。
更に、請求項3の発明では、
前記連結構成部が鉤状に形成されており、該連結構成部の先端に一対の係止突部が形成されており、該連結構成部の基端には、対向する別の連結構成部ユニットの係止突部を係合させるための受部が形成されていることを特徴とする。
【0005】
また、請求項4の発明では、
1または複数種類のユニット部材を連結し上下且つ縦横に積み重ねて空隙率の高いブロック状の構造体を組み立て、地中に埋設しててなる埋設構造体において、
ユニット部材に連結される補強部が設けられており、
前記ユニット部材間には、組み立て時に埋設構造体内で横方向に貫通する空隙が形成されており、
前記補強部が、単独であるいは複数を連結して一体となる柱状部材からなって前記埋設構造体内で横方向に貫通する空隙を通り抜けて横桟となり、上記一体となった柱状部材の両端には垂直姿勢の支承板が取り付けられて、荷重を分散しうることを特徴とする。
【0006】
【発明の実施の形態】
以下に、この発明の埋設構造体を地下水槽1に適用した場合の好適実施例について図面を参照しつつ説明する。
本実施例のユニット部材2は、図4に平面図と底面図、図11に側面図を示すように、公知の容器状部材として「シンシンブロック」(商品名 株式会社林物産製造)を用いている。
【0007】
このユニット部材2は、上面を開口し、底面に向かって漸次幅狭となる略截頭四角錐形状からなっており、中央に底面側で開口する中空で截頭円錐状の柱部25が形成されている。
そして、上部のフランジ21のコーナーには掛止用の孔からなる上部連結部23が形成され、底面22は四隅に内側に凹む窪み部26が形成されており、その窪み部26の上面で前記底面22よりやや高位置に下部連結孔24が穿設されている。
【0008】
そして、このユニット部材2は、上段に積み重ねる際には、上下対称に配置し、上部のフランジ21には倒立させて下向きとなった上部のフランジ21を整合し、底面22には底面22を整合して積み重ねている(図11参照)。
このユニット部材2は、種々構造の継手、例えば前記掛止用の孔に係止する掛止軸を有するものや、柱部25に嵌合し、あるいは外嵌する筒状のもの等を用いて、多数のユニット部材2相互を前後左右方向に且つ上下方向に連結することができるようになっている。
【0009】
ここで本実施例の補強部3は、継手機能を兼ねる構成からなっている。
即ち、この補強部3は、図1に示すように、前記ユニット部材2が縦横に隣接した際に上段4つ下段4つの合計8つのユニット部材2のぞれぞれの下部連結孔24に掛止めることができるように、上下一対の掛止軸51を4個所に配したユニット部材用連結部5を中央に設けている。
【0010】
そして上記連結部5の四隅に前記筒状の掛止軸51と、該掛止軸51の外側を覆う横断面アングル状の掛止壁部52が形成されている。
そして、上記掛止壁部52がユニット部材2の底面22で四隅の窪み部26のうちの1つに位置決めされ、下部連結孔24に前記掛止軸51が掛止め可能となっている。
【0011】
また、上記連結部5の対向する掛止軸51の間から外方へ90度間隔で4つの延出部6が形成されている。
この延出部6の先端には、各延出部6の延長方向で隣接する別の補強部3を掛止めるために鉤状に形成された連結構成部連結構成部4が設けられている。
【0012】
この連結構成部4の先端には、図2、図3および図6に示すように、一対の係止突部41が形成されており、一方、連結構成部4の基端には、対向する連結構成部4の上記係止突部41を係合させるための受部42が形成されている。
この受部42は、図2および図3で明瞭なように、上下に凹窩部43が形成され、中央で掛止片部44が横に延びた構成からなっている。
【0013】
従って、使用に際しては、図5に示すように、ユニット部材2相互の隙間に前記延出部6並びに連結構成部4が配置され、そこで連結構成部4相互が掛止めしうるようになっている。
なお、補強部3’は、埋設構造体1の外端に配置されたユニット部材2に取り付けられるものである。
【0014】
従って、この補強部3’では、外端に配置されたユニット部材2より外方へ突出しないように一方または二方の延出部および連結構成部が省略された構成からなっており、その幅は図示例では他と同じに設定したが、ユニット部材2の端部と整合するように約半分の幅に設定することが好ましい。
このようにして、ユニット部材2の隙間を塞ぐように縦横に交差して、補強部3が埋設構造体1の側方に一体的に架け渡される。
これにより埋設構造体1の側方の強度を高めることができる。
【0015】
上記実施例では、多数の補強部3を連結して、埋設構造体1を横断する一体の補強部群を構成することができる。
【0016】
図7および図8に示す応用例の補強部3は、継手を兼ねる構造からなっており、略十字状に形成された基台部31と、その窪んだ四隅に配置されて上下一対に突出する筒状の掛止軸51と、該掛止軸51の外側を覆って端部が基台部31に連設された横断面アングル状の掛止壁部52とからなっている。
【0017】
そして、上記掛止壁部52がユニット部材2の底面22で四隅の窪み部26のうちの1つに位置決めされ、下部連結孔24に前記掛止軸51が掛止められる。
これにより、補強部3とユニット部材2とが一体となって埋設構造体1の横方向に一連に架け渡されて桟の機能を果たすので、埋設構造体1の横方向の強度を高めることができる。
【0018】
また、図9に示す補強部3’は、埋設構造体1の外端に配置されたユニット部材2に取り付けられるものである。
この補強部3’は、図7に示した補強部3と共に使用されるもので、その補強部3を半分にした形状からなっているので、外端部分がユニット部材2より外側に突出することがなく、ユニット部材2を防水シートや保護シートで覆う際に補強部3のみが突出することなく、外周を一連に形成することができる。
【0019】
また、先端壁部32’は一定の幅を有しているので、地盤に衝合した際に補強部3’に加わる荷重を分散させることができる。
この際に先端壁部32’を図9(b)の仮想線で示すように幅広く設定してもよい。
この補強部3の取付例を図10および図11に例示する。
図11で符号9は発泡スチロールや合成樹脂板等の密閉部材であって、ユニット部材2の外端に隙間無く嵌め込まれてシール性を高めている。
【0020】
図12は異なる形状のユニット部材2’の場合を例示したものである。
この実施例の補強部3は、連結されて一体となる複数の柱状部材からなっている。
この連結構成は特に限定されず、柱状部材を継手で連結するものであっても、あるいは筒部先端を漸次小径に絞り、他多端の筒部開口に押し込んで緊締しうる構成や、あるいは棒体の先端にネジを突設し後端にネジ孔を設けて相互に繋ぐ構成など、適宜に公知の構成を用いることができる。
【0021】
そして、連結後の両端には幅広の支承板7を取り付けて、荷重を分散しうるようになっている。
上記実施例では、ユニット部材2’は、横方向に貫通する空隙を形成するので、その空隙に前記補強部3を挿入して埋設構造体1内に横架させて横桟として機能させる。
その際に、補強部3は、ユニット部材2に連結乃至拘束されるように連結乃至拘束手段を設けてもよいし、単に挿入するだけで、拘束手段を設けなくてもよい。
本実施例では、ユニット部材2’との上下の接触によって拘束されるようにその径の大きさを設定してある。
【0022】
上記実施例ではユニット部材2の内部の空隙に補強部3を嵌挿した構造を例示したが、ユニット部材2、2間に形成される空隙が横方向に連通している場合には、その空隙に柱状の補強部を嵌挿する構成であってもよい(図13の模式図参照)。
【0023】
その他、ユニット部材の構成は特に限定されず、中空部材などの空隙率の高いものであればよく、要するにこの発明の要旨を変更しない範囲で種々設計変更しうるものである。
【0024】
【発明の効果】
この発明は、ユニット部材を用いて空隙率の高い埋設構造体を組み立てる際に補強部を用いて横方向の強度を強めたので、地中や地下に埋設された構造体の安定性および信頼性を高めることができる。
また、従来強度上の問題で使用できなかったユニット部材であっても補強部を用いることにより使用できるので、空隙率の一層高い埋設構造体を作ることができる。
【図面の簡単な説明】
【図1】 実施例の補強部の平面図である。
【図2】 連結構成部の連結状態を示す平面図である。
【図3】 係止突部と受部の係合状態を示す説明図である。
【図4】 公知のユニット部材の一例を示す図で(a)は底面図、(b)は平面図である。
【図5】 補強部の取付状態の一例を示す図である。
【図6】 補強部の側面図である。
【図7】 応用例の補強部の平面図である。
【図8】 同側面図である。
【図9】 端部に用いる補強部を示す図で(a)は平面図、(b)は側面図である。
【図10】 第2実施例の補強部の取付状態を示す図である。
【図11】 同側面図である。
【図12】 別の実施例の補強部を示す斜視図である。
【図13】 柱状の補強部の模式図である。
【符号の説明】
1・・・埋設構造体
2・・・ユニット部材
3・・・補強部
4・・・連結構成部
5・・・ユニット部材用連結部
6・・・延出部
9・・・密閉部材
21・・フランジ
22・・底面
23・・上部連結孔
24・・下部連結孔
25・・柱部
26・・窪み部
41・・係止突部
42・・受部
43・・凹窩部
51・・掛止軸
[0001]
[Technical field to which the invention belongs]
The present invention relates to a structure in which strength in a lateral direction is increased by using a reinforcing portion when an embedded structure having a high porosity is assembled using a unit member.
[0002]
[Prior art]
Conventionally, for example, a container-like member having a large number of holes in the outer peripheral wall is used as a unit member to assemble a structure by stacking many vertically and horizontally and vertically, or a partition frame is combined as a unit member to form a honeycomb-like structure No. 4-26648 and Japanese Patent Publication No. 4-35580), and also a structure in which a block-like structure with a high porosity is assembled by stacking plates having a concave cross section alternately and vertically as a unit member. It has been.
However, in the above structure, the constituent parts of the unit member are connected in a substantially series in the vertical direction, so that the strength can be increased. However, a gap is formed in the lateral direction (side), and the constituent parts of the unit member are There is a drawback that strength is weakened because it is not laid horizontally.
In particular, since the structure is covered with a waterproof sheet or a protective sheet and is embedded in the ground or underground, it is difficult to reinforce when the strength is insufficient.
In addition, there is a drawback in that the lateral strength is not sufficient due to the large porosity even in a configuration in which a large gap does not occur, such as a configuration in which unit members bent in a channel shape are stacked vertically and horizontally. .
[0003]
[Problems to be solved by the invention]
The present invention was devised as a result of diligent research in view of the above circumstances, and its main problem is to increase the strength of the embedded structure in the lateral direction (side) and to provide a gap between the unit members. The purpose is to increase the strength in the lateral direction (side) of the embedded structure by using a reinforcing portion that extends in series while passing.
[0004]
[Means for Solving the Problems]
In order to solve the above-mentioned problems, the invention of claim 1
In an embedded structure formed by connecting one or more types of unit members, assembling a block-like structure with a high porosity by stacking vertically and horizontally, and embedding in the ground,
Reinforcing part connected to the unit member is provided,
The reinforcing portion is fitted in a portion where the corners of a total of eight unit members of four upper and lower steps adjacent vertically and horizontally gather to block a cross-shaped gap extending vertically and horizontally when the unit members are assembled.
A unit member connecting portion as a joint that is connected to the eight unit members at a location where the corners gather;
Four extending portions extending from the unit member connecting portion to substantially half the position of the unit member along the cross-shaped gap;
It is formed at each distal end of the extension part, and includes a connecting component part that connects the distal ends of the extension part of the reinforcing part having the same configuration arranged on the extension line of the extension part,
The extending portions of a large number of reinforcing portions connected to the unit member are connected to each other by a connecting component to form an integral reinforcing portion group that crosses the embedded structure.
In the invention of claim 2,
The unit member has a substantially truncated quadrangular pyramid shape having an opening on the top surface and gradually narrowing toward the bottom surface, and is arranged so as to be vertically symmetrical and stacked vertically.
Lower connecting holes are drilled in the four corners of the bottom of the unit member,
A latching shaft that protrudes up and down is provided at the four corners of the unit member coupling portion,
The latching shaft is latched by a lower connecting hole at a location where the corners of a total of eight unit members of four upper stages and four lower stages gather.
Furthermore, in the invention of claim 3,
The connection component is formed in a bowl shape, and a pair of locking projections are formed at the distal end of the connection component, and another connection component unit facing the base end of the connection component A receiving portion for engaging the locking projection is formed.
[0005]
In the invention of claim 4,
In an embedded structure formed by connecting one or more types of unit members and stacking them vertically and horizontally, assembling a block-like structure with a high porosity, and embedding in the ground,
Reinforcing part connected to the unit member is provided,
Between the unit members, a gap penetrating in the lateral direction is formed in the embedded structure during assembly,
The reinforcing part is a single or a plurality of integrated columnar members that pass through a gap penetrating in the lateral direction in the embedded structure to form a horizontal beam, and at both ends of the integrated columnar member A vertical support plate is attached to distribute the load.
[0006]
DETAILED DESCRIPTION OF THE INVENTION
Below, the suitable example at the time of applying the buried structure of this invention to groundwater tank 1 is described, referring to drawings.
The unit member 2 of the present embodiment uses a “shinshin block” (trade name: Hayashi Bussan Co., Ltd.) as a well-known container-like member, as shown in a plan view and a bottom view in FIG. 4 and a side view in FIG. Yes.
[0007]
The unit member 2 has a substantially truncated quadrangular pyramid shape having an opening on the top surface and gradually narrowing toward the bottom surface, and a hollow, truncated cone-shaped column portion 25 that opens on the bottom surface side is formed in the center. Has been.
Then, an upper connecting portion 23 made of a hooking hole is formed at the corner of the upper flange 21, and a recessed portion 26 that is recessed inward is formed at the four corners, and the upper surface of the recessed portion 26 A lower connecting hole 24 is formed at a slightly higher position than the bottom surface 22.
[0008]
When the unit members 2 are stacked in the upper stage, the unit members 2 are arranged symmetrically in the vertical direction, aligned with the upper flange 21 and aligned with the upper flange 21 turned downward, and aligned with the bottom surface 22 with the bottom surface 22. Are stacked (see FIG. 11).
The unit member 2 may be a joint having various structures, such as a member having a retaining shaft that engages with the retaining hole, or a tubular member that is fitted to or externally fitted to the column portion 25. A large number of unit members 2 can be connected in the front-rear and left-right directions and in the up-down direction.
[0009]
Here, the reinforcing portion 3 of the present embodiment has a configuration that also serves as a joint function.
That is, as shown in FIG. 1, when the unit member 2 is adjacent vertically and horizontally, the reinforcing portion 3 is hooked into the lower connection holes 24 of each of the upper unit 4 and the lower unit 4 in total of the eight unit members 2. In order to be able to be stopped, a unit member connecting portion 5 in which a pair of upper and lower engaging shafts 51 are arranged at four positions is provided in the center.
[0010]
And the cylindrical latching shaft 51 and the latching wall part 52 of the cross-sectional angle shape which covers the outer side of this latching shaft 51 are formed in the four corners of the said connection part 5. As shown in FIG.
The retaining wall portion 52 is positioned on one of the recesses 26 at the four corners on the bottom surface 22 of the unit member 2, so that the retaining shaft 51 can be latched in the lower connecting hole 24.
[0011]
In addition, four extending portions 6 are formed at intervals of 90 degrees from between the opposing latching shafts 51 of the connecting portion 5.
A connecting component connecting component 4 formed in a hook shape is provided at the tip of the extending portion 6 in order to hook another reinforcing portion 3 adjacent in the extending direction of each extending portion 6.
[0012]
As shown in FIGS. 2, 3, and 6, a pair of locking projections 41 are formed at the distal end of the coupling component 4, while facing the base end of the coupling component 4. A receiving portion 42 for engaging the locking projection 41 of the connecting component 4 is formed.
As clearly shown in FIGS. 2 and 3, the receiving portion 42 has a configuration in which concave and convex portions 43 are formed in the upper and lower portions, and a latching piece portion 44 extends laterally in the center.
[0013]
Therefore, in use, as shown in FIG. 5, the extension portion 6 and the connecting component 4 are arranged in the gap between the unit members 2 so that the connecting components 4 can be latched with each other. .
The reinforcing part 3 ′ is attached to the unit member 2 arranged at the outer end of the embedded structure 1.
[0014]
Accordingly, the reinforcing portion 3 ′ has a configuration in which one or two extending portions and the connecting constituent portions are omitted so as not to protrude outward from the unit member 2 disposed at the outer end, and its width Is set to be the same as the others in the illustrated example, but is preferably set to about half the width so as to be aligned with the end of the unit member 2.
In this way, the reinforcing portion 3 is integrally bridged to the side of the embedded structure 1 so as to intersect vertically and horizontally so as to close the gap between the unit members 2.
Thereby, the intensity | strength of the side of the embedded structure 1 can be raised.
[0015]
In the above embodiment, a large number of reinforcing portions 3 can be connected to form an integrated reinforcing portion group that crosses the embedded structure 1.
[0016]
The reinforcing part 3 of the application example shown in FIG. 7 and FIG. 8 has a structure that also serves as a joint. The base part 31 is formed in a substantially cross shape and is disposed at the four corners that are recessed so as to protrude in a pair of upper and lower sides. It comprises a cylindrical latching shaft 51 and a latching wall portion 52 having an angular cross section whose end is connected to the base portion 31 so as to cover the outside of the latching shaft 51.
[0017]
The retaining wall portion 52 is positioned on one of the recesses 26 at the four corners on the bottom surface 22 of the unit member 2, and the retaining shaft 51 is latched on the lower connecting hole 24.
Thereby, since the reinforcement part 3 and the unit member 2 are united and spanned in the horizontal direction of the embedded structure 1 and serve as a crosspiece, the horizontal strength of the embedded structure 1 can be increased. it can.
[0018]
Further, the reinforcing portion 3 ′ shown in FIG. 9 is attached to the unit member 2 disposed at the outer end of the embedded structure 1.
The reinforcing portion 3 ′ is used together with the reinforcing portion 3 shown in FIG. 7 and has a shape in which the reinforcing portion 3 is halved, so that the outer end portion protrudes outward from the unit member 2. The outer periphery can be formed in a series without covering only the reinforcing portion 3 when the unit member 2 is covered with a waterproof sheet or a protective sheet.
[0019]
Moreover, since tip wall part 32 'has a fixed width | variety, when it collides with the ground, the load added to reinforcement part 3' can be disperse | distributed.
At this time, the distal end wall portion 32 ′ may be set widely as indicated by the phantom line in FIG.
Examples of attaching the reinforcing portion 3 are illustrated in FIGS. 10 and 11.
In FIG. 11, reference numeral 9 denotes a sealing member such as a polystyrene foam or a synthetic resin plate, which is fitted into the outer end of the unit member 2 without a gap to enhance the sealing performance.
[0020]
FIG. 12 illustrates the case of the unit member 2 ′ having a different shape.
The reinforcing portion 3 of this embodiment is composed of a plurality of columnar members that are connected together.
This connection structure is not particularly limited, and even if the columnar members are connected by a joint, or the structure in which the tip of the cylinder part is gradually narrowed to a small diameter and pushed into the other multi-end cylinder part opening and tightened, or a rod A known configuration can be used as appropriate, such as a configuration in which a screw is provided at the front end of the screw and a screw hole is provided at the rear end to connect the screws.
[0021]
And the wide support board 7 is attached to the both ends after a connection so that a load can be disperse | distributed.
In the above embodiment, the unit member 2 ′ forms a gap penetrating in the lateral direction, so that the reinforcing portion 3 is inserted into the gap and horizontally placed in the embedded structure 1 to function as a horizontal rail.
At that time, the reinforcing portion 3 may be provided with connection or restriction means so as to be connected or restricted to the unit member 2, or may be simply inserted and no restriction means may be provided.
In the present embodiment, the diameter is set so as to be restrained by the upper and lower contacts with the unit member 2 ′.
[0022]
In the above embodiment, the structure in which the reinforcing portion 3 is inserted into the gap inside the unit member 2 is illustrated. However, when the gap formed between the unit members 2 and 2 communicates in the lateral direction, the gap is formed. A structure in which a columnar reinforcing portion is inserted into the cylinder may be inserted (see the schematic diagram of FIG. 13).
[0023]
In addition, the configuration of the unit member is not particularly limited, and may be any as long as it has a high porosity such as a hollow member. In short, various design changes can be made without changing the gist of the present invention.
[0024]
【The invention's effect】
Since the present invention uses a reinforcing member to enhance the lateral strength when assembling a buried structure with a high porosity using unit members, the stability and reliability of the structure buried underground or underground Can be increased.
Further, even a unit member that could not be used due to a problem in strength can be used by using the reinforcing portion, so that an embedded structure with a higher porosity can be made.
[Brief description of the drawings]
FIG. 1 is a plan view of a reinforcing portion of an embodiment.
FIG. 2 is a plan view showing a connection state of a connection component.
FIG. 3 is an explanatory view showing an engagement state between a locking projection and a receiving portion.
FIGS. 4A and 4B are diagrams showing an example of a known unit member. FIG. 4A is a bottom view, and FIG. 4B is a plan view.
FIG. 5 is a diagram illustrating an example of a mounting state of a reinforcing portion.
FIG. 6 is a side view of a reinforcing portion.
FIG. 7 is a plan view of a reinforcing portion of an application example.
FIG. 8 is a side view of the same.
FIGS. 9A and 9B are diagrams showing a reinforcing portion used for an end, in which FIG. 9A is a plan view and FIG. 9B is a side view.
FIG. 10 is a view showing a mounting state of a reinforcing portion according to the second embodiment.
FIG. 11 is a side view of the same.
FIG. 12 is a perspective view showing a reinforcing portion of another embodiment.
FIG. 13 is a schematic view of a columnar reinforcing portion.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 ... Embedded structure 2 ... Unit member 3 ... Reinforcement part 4 ... Connection structure part 5 ... Unit member connection part 6 ... Extension part 9 ... Sealing member 21 · Flange 22 · · Bottom 23 · · Upper connection hole 24 · · Lower connection hole 25 · · Column portion 26 · · Recess portion 41 · · Locking protrusion 42 · · Receiving portion 43 · · Recess portion 51 · · Hang Stop shaft

Claims (4)

1または複数種類のユニット部材を連結し、上下且つ縦横に積み重ねて空隙率の高いブロック状の構造体を組み立て、地中に埋設してなる埋設構造体において、
ユニット部材に連結される補強部が設けられており、
該補強部は、縦横に隣接した上段4つ下段4つの合計8つのユニット部材のそれぞれのコーナーが集まる個所に嵌め込まれて、ユニット部材の組立時に縦横に延びる十字状の隙間を塞いでおり、
該補強部が、前記コーナーが集まる個所で前記8つのユニット部材に連結される継手としてのユニット部材連結部と、
該ユニット部材連結部から、前記十字状の隙間に沿ってユニット部材の略半分の位置まで延びる4つの延出部と、
該延出部のそれぞれの先端に形成されて、該延出部の延長線上に配置された他の同一構成からなる補強部の延出部の先端相互を連結する連結構成部とからなり、
ユニット部材に連結された多数の補強部の延出部を連結構成部によって相互に連結して、埋設構造体を横断する一体の補強部群を形成してなることを特徴とする埋設構造体。
In an embedded structure formed by connecting one or more types of unit members, assembling a block-like structure with a high porosity by stacking vertically and horizontally, and embedding in the ground,
Reinforcing part connected to the unit member is provided,
The reinforcing portion is fitted in a portion where the corners of a total of eight unit members of four upper and lower steps adjacent vertically and horizontally gather to block a cross-shaped gap extending vertically and horizontally when the unit members are assembled.
A unit member connecting portion as a joint that is connected to the eight unit members at a location where the corners gather;
Four extending portions extending from the unit member connecting portion to substantially half the position of the unit member along the cross-shaped gap;
It is formed at each distal end of the extension part, and includes a connecting component part that connects the distal ends of the extension part of the reinforcing part having the same configuration arranged on the extension line of the extension part,
An embedded structure characterized in that a plurality of reinforcing portions connected to a unit member are connected to each other by a connecting component to form an integral reinforcing portion group that crosses the embedded structure.
ユニット部材が、上面を開口し、底面に向かって漸次幅狭となる略截頭四角錐形状からなって、上下対称となるように配置して上下に積み重ねており、
ユニット部材の底面の四隅には下部連結孔が穿設され、
前記ユニット部材連結部の四隅に上下に突出する掛止軸が設けられ、
該掛止軸を上段4つ下段4つの合計8つのユニット部材のそれぞれのコーナーが集まる個所の下部連結孔に掛止めてなることを特徴とする請求項1に記載の埋設構造体。
The unit member has a substantially truncated quadrangular pyramid shape with an opening on the top surface and gradually narrowing toward the bottom surface, and is arranged so as to be vertically symmetrical and stacked vertically.
Lower connecting holes are drilled in the four corners of the bottom of the unit member,
A latching shaft that protrudes up and down is provided at the four corners of the unit member coupling portion,
2. The embedded structure according to claim 1, wherein the hooking shaft is hooked on a lower connecting hole at a location where corners of a total of eight unit members of four upper stages and four lower stages gather.
連結構成部が鉤状に形成されており、該連結構成部の先端に一対の係止突部が形成されており、該連結構成部の基端には、対向する別の連結構成部ユニットの係止突部を係合させるための受部が形成されていることを特徴とする請求項1または2に記載の埋設構造体。  The connecting component is formed in a bowl shape, and a pair of locking projections are formed at the distal end of the connecting component, and at the base end of the connecting component, there is another opposing connecting component unit. The embedded structure according to claim 1, wherein a receiving portion for engaging the locking projection is formed. 1または複数種類のユニット部材を連結し上下且つ縦横に積み重ねて空隙率の高いブロック状の構造体を組み立て、地中に埋設しててなる埋設構造体において、
ユニット部材に連結される補強部が設けられており、
前記ユニット部材間には、組み立て時に埋設構造体内で横方向に貫通する空隙が形成されており、
前記補強部が、単独であるいは複数を連結して一体となる柱状部材からなって前記埋設構造体内で横方向に貫通する空隙を通り抜けて横桟となり、上記一体となった柱状部材の両端には垂直姿勢の支承板が取り付けられて、荷重を分散しうることを特徴とする埋設構造体。
In an embedded structure formed by connecting one or more types of unit members and stacking them vertically and horizontally, assembling a block-like structure with a high porosity, and embedding in the ground,
Reinforcing part connected to the unit member is provided,
Between the unit members, a gap penetrating in the lateral direction is formed in the embedded structure during assembly,
The reinforcing part is a single or a plurality of integrated columnar members that pass through a gap penetrating in the lateral direction in the embedded structure to form a horizontal beam, and at both ends of the integrated columnar member A buried structure characterized in that a vertical support plate can be attached to distribute the load.
JP2000082747A 2000-03-23 2000-03-23 Buried structure Expired - Fee Related JP3771770B2 (en)

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JP3771770B2 true JP3771770B2 (en) 2006-04-26

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