JP2000212919A - Block material for building cushioning structure - Google Patents

Block material for building cushioning structure

Info

Publication number
JP2000212919A
JP2000212919A JP11019584A JP1958499A JP2000212919A JP 2000212919 A JP2000212919 A JP 2000212919A JP 11019584 A JP11019584 A JP 11019584A JP 1958499 A JP1958499 A JP 1958499A JP 2000212919 A JP2000212919 A JP 2000212919A
Authority
JP
Japan
Prior art keywords
block material
block
base portion
connecting jig
buffer structure
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
JP11019584A
Other languages
Japanese (ja)
Other versions
JP3354516B2 (en
Inventor
Sumio Yasohara
澄夫 野曽原
Shinsuke Kawashima
伸介 川島
Makoto Tamiya
誠 田宮
Hiroshi Oguro
寛 大黒
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.)
NIHON SAMICON KK
Taiyo Kogyo Co Ltd
Original Assignee
NIHON SAMICON KK
Taiyo Kogyo Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by NIHON SAMICON KK, Taiyo Kogyo Co Ltd filed Critical NIHON SAMICON KK
Priority to JP01958499A priority Critical patent/JP3354516B2/en
Publication of JP2000212919A publication Critical patent/JP2000212919A/en
Application granted granted Critical
Publication of JP3354516B2 publication Critical patent/JP3354516B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
  • Vibration Dampers (AREA)

Abstract

PROBLEM TO BE SOLVED: To reduce a dimensional error of a structure by connecting vertically a plurality of block materials through a plurality of connecting jigs and forming recesses that can receive the base portions of the connecting jigs and thereby absorbing the thickness of the base portions. SOLUTION: A plurality of semi-circular recesses 1a to 1f are provided on the face of a block material on which a block material for the next stage is to be mounted, and semicircular recesses 2a to 2f are formed also on the underside of this block material. In this case, the recesses 1a to 1f on the top side of the block material, and the recesses 2a to 2f on the bottom side of the next block material jointly receive the base portions of the connecting jigs. The depth D of the recesses 1a to 1f and 2a to 2f is made half the thickness of the base portions, and adjacent block materials are connected strongly with pawls on the undersides of the connecting jigs by pressing from above. Simultaneously with that, the lower haves of the base portions of the connecting jigs are received into circular recesses, thereby preventing a dimensional error from occurring in a structure.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、例えば落石防護設
備における緩衝用構造物(クッション層)の構築に用い
られるブロック材に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a block material used for constructing a buffer structure (cushion layer) in rock fall protection equipment, for example.

【0002】[0002]

【発明が解決しようとする課題】山岳部などでは道路が
崖に沿って形成されることが多いが、このとき最も重要
になるのが、落石からどのようにして車や歩行者を保護
するか、である。普通、落石により重大事故が起きる危
険性がそれほど大きくない区域では、山側の路肩にフェ
ンスを設けるなどしているが、大きな岩の落下が予想さ
れる場所では、この方法にて対処できない。そこで、危
険区域には、道路全体を覆うようにコンクリート製ある
いは鋼製の屋根(落石防護設備)を架設し、万一の場合
には、それによって落石を受け止めるようにしているの
が現状である。
In mountainous areas, roads are often formed along cliffs, but the most important thing is how to protect cars and pedestrians from falling rocks. ,. Usually, in areas where the risk of serious accidents due to falling rocks is not so large, fences are installed on the shoulders on the mountain side, but this method cannot be used where large rocks are expected to fall. For this reason, concrete or steel roofs (rock fall protection equipment) are installed in the danger zone to cover the entire road, and in the unlikely event of a fall, rocks are received by the roof. .

【0003】ところで、上記落石防護設備において落石
を受ける面すなわちその天面には、衝撃を緩和するため
のクッション層が設けられるのが普通であり、一般に、
このクッション層は砂や砕土、山土などを、1〜2m程
度の高さに敷きつめることにより形成されている。しか
し、こうした構造では、屋根を支える支柱に掛かるデッ
ドウエイト(死荷重)が著しく大きくなるため、支柱強
度に余裕がなくなる。
[0003] In the above-mentioned rock fall protection equipment, a surface that receives rock fall, that is, a top surface thereof is generally provided with a cushion layer for cushioning impact.
This cushion layer is formed by laying sand, crushed soil, mountain soil, or the like at a height of about 1 to 2 m. However, in such a structure, the dead weight (dead load) applied to the column supporting the roof is significantly increased, so that there is no margin in the column strength.

【0004】近年、こうした問題を解決するため、上記
落石防護設備のクッション層を、発泡スチロール製ブロ
ック材を積重することにより構築する技術が開発され
た。この技術は、SAM(Shock−Absorbe
r−Method)工法と呼ばれており、これを用いる
ことで、従来工法に比して、デッドウエイトの大幅な低
減が図れるので、支柱強度に十分な余裕を持たせること
が可能となった。
In recent years, in order to solve such a problem, a technique has been developed in which the cushion layer of the rock fall protection equipment is constructed by stacking styrofoam blocks. This technology is based on SAM (Shock-Absorbe).
This method is called the “r-Method) method, and by using this method, the dead weight can be significantly reduced as compared with the conventional method, so that it is possible to provide a sufficient margin in the strength of the column.

【0005】ところが、SAM工法による施工を繰り返
すうち、この優れた工法にも改善を必要とする点が存在
することが判ってきた。すなわちSAM工法を用いた場
合、クッション層は、発泡スチロール製ブロック材を、
連結治具を介して、複数段に積み重ねて構成されるわけ
であるが、設置完了後の最上段ブロック材の表面高さ
は、設計よりも常に数cm程度高くなってしまう。この
誤差は、施工管理の不備を指摘されるのに十分な大きさ
であって、決して無視できるものではなく、したがって
可能な限りゼロに近づけることが求められる。ちなみ
に、こうした不具合を解消するべく、極めて寸法精度の
高いブロック材を使用してみたが、やはり、最上段ブロ
ック材の表面高さが、設計よりも数cm程度高くなる現
象を抑えることはできなかった。
[0005] However, it has been found that there is a need for improvement in this superior method as the construction by the SAM method is repeated. That is, when the SAM method is used, the cushion layer is made of a styrofoam block material,
Although it is configured by being stacked in a plurality of stages via a connecting jig, the surface height of the uppermost block material after the installation is completed is always several cm higher than the design. This error is large enough to point out inadequate construction management, is not negligible and should therefore be as close to zero as possible. By the way, in order to solve such problems, I tried using a block material with extremely high dimensional accuracy, but still, it was not possible to suppress the phenomenon that the surface height of the uppermost block material was several cm higher than designed. Was.

【0006】したがって、本発明が解決しようとする課
題は、複数個を連結状態で設置し、所定形状の緩衝用構
造物を構築した際に、この緩衝用構造物の外形寸法に誤
差が生じない緩衝用構造物構築用ブロック材を提供する
ことである。特に、複数個を上下方向に連結状態で積重
し、所定形状の緩衝用構造物を構築した際に、この緩衝
用構造物の高さ寸法に誤差が生じない緩衝用構造物構築
用ブロック材を提供することである。
Accordingly, the problem to be solved by the present invention is that when a plurality of buffers are installed in a connected state to construct a buffer structure having a predetermined shape, no error occurs in the outer dimensions of the buffer structure. An object of the present invention is to provide a block material for building a buffer structure. In particular, when building up a buffer structure having a predetermined shape by stacking a plurality of members in a connected state in the vertical direction, a block member for building a buffer structure that does not cause an error in the height dimension of the buffer structure. It is to provide.

【0007】[0007]

【課題を解決するための手段】上記課題を解決するため
の研究を鋭意推し進める過程で、本発明者は、クッショ
ン層すなわち緩衝用構造物に生じる高さ寸法の誤差は、
ブロック材の寸法精度に起因したものではなく、上下方
向に積重したブロック材同士を連結する連結治具の影響
によるものであることを見出した。すなわち、この連結
治具は、円盤状のベース部と、このベース部に対して一
体的に立設した複数の爪とからなり、この爪全体がブロ
ック材に食い込むことで、ブロック材は相互に連結され
る。しかし、連結治具のベース部は爪に比べて、極めて
大きな面積でブロック材に当接するので、当然ながらブ
ロック材には食い込まない。それゆえ、複数個のブロッ
ク材を、同じく複数個の連結治具を介して上下方向に連
結すると、得られる緩衝用構造物の高さ寸法には、最終
的に数cm程度の誤差が生じる。言い換えれば、この数
cm程度の寸法誤差は、連結治具のベース部厚みが累積
したものである。
Means for Solving the Problems In the course of earnestly pursuing research for solving the above problems, the present inventor has found that the error of the height dimension generated in the cushion layer, that is, the buffer structure, is:
The present inventors have found that it is not due to the dimensional accuracy of the block material, but to the influence of the connecting jig for connecting the block materials stacked in the vertical direction. That is, this connecting jig is composed of a disk-shaped base portion and a plurality of claws integrally erected on the base portion, and the entire claw bites into the block material so that the block materials are mutually connected. Be linked. However, the base portion of the connecting jig comes into contact with the block material with an extremely large area as compared with the claw, so that it does not naturally penetrate the block material. Therefore, when a plurality of block members are vertically connected via a plurality of connecting jigs, an error of about several centimeters finally occurs in the height dimension of the obtained buffer structure. In other words, the dimensional error of about several centimeters is an accumulation of the base part thickness of the connecting jig.

【0008】そこで、本発明者は、まずベース部を薄く
することを考えた。しかし、強度上の理由からベース部
の厚みを現状以下にすることは難しく、この案は現実的
ではないことが判明した。こうした点に鑑み、本発明者
は、ブロック材の側に何らかの工夫をすることを思いつ
いた。そして、この着想に基づき、更なる研究を推し進
めた結果、ブロック材において連結治具が配置される位
置に、この連結治具のベース部を収容可能な凹部を形成
しておき、これによってベース部の厚みを吸収可能に構
成すればよいであろうとの結論に到達した。実際、この
方法であれば、連結治具、特にそのベース部の強度を低
下させることなく、ブロック材を複数個連結して得られ
る緩衝用構造物の外形寸法誤差を著しく低減できる。特
に、複数個のブロック材を上下方向に連結状態で積重
し、緩衝用構造物を構築した際に、この緩衝用構造物の
高さ寸法に誤差が生じることがなくなる。そして、ブロ
ック材に凹部を設けておくことで、連結治具を配置する
位置を明確にでき、作業性の更なる向上が図れるように
なる。しかも、凹部を設けることで、ブロック材間に
は、連結治具(特にそのベース部)の存在に起因した隙
間がなくなり、ブロック材同士がより密着するので、凹
部が無い場合に比べて、ブロック材同士の接触面積は大
きなものとなる。そして、これにより、ブロック材間に
働く保持力(滑りに対する摩擦抵抗力)が増大するか
ら、たとえ設置される場所が急傾斜地であって、ブロッ
ク材に比較的大きな滑動力が作用するような場合でも、
連結治具の爪や、ブロック材においてこの爪を受ける部
分への負担を大幅に軽減できる。
Therefore, the present inventor first considered thinning the base portion. However, it is difficult to make the thickness of the base portion less than the current level for reasons of strength, and it has been found that this proposal is not practical. In view of these points, the present inventor has come up with some idea on the side of the block material. Further, based on this idea, as a result of further research, a concave portion capable of accommodating the base portion of the connecting jig is formed in the block material at a position where the connecting jig is arranged, and thereby the base portion is formed. It was concluded that it would be sufficient to make the thickness of the steel sheet absorbable. In fact, according to this method, the outer dimension error of the buffer structure obtained by connecting a plurality of block members can be significantly reduced without lowering the strength of the connecting jig, especially the base portion thereof. In particular, when a plurality of block members are stacked in a vertically connected state to construct a buffer structure, an error does not occur in the height dimension of the buffer structure. By providing a concave portion in the block material, the position where the connecting jig is arranged can be clarified, and the workability can be further improved. In addition, the provision of the concave portion eliminates a gap between the block materials due to the presence of the connecting jig (particularly, the base portion), and the blocks are more closely adhered to each other. The contact area between the members becomes large. This increases the holding force (frictional resistance against slippage) acting between the block materials. Therefore, even when the installation location is a steep slope and a relatively large sliding force acts on the block material. But
The load on the nail of the connecting jig and the portion of the block material that receives the nail can be greatly reduced.

【0009】本発明は、こうした知見に基づいてなされ
たものであり、上記の課題は、ベース部と、このベース
部に立設した複数の爪とからなる連結治具によって互い
に連結されて、緩衝用構造物の構築に用いられるブロッ
ク材であって、前記連結治具が配置される位置には、こ
の連結治具を構成するベース部の少なくとも一部を収容
可能な凹部が設けられてなることを特徴とする緩衝用構
造物構築用ブロック材によって解決される。
The present invention has been made on the basis of such knowledge, and the above-mentioned problem has been solved by connecting the base member and a plurality of claws erected on the base portion with a connecting jig to form a buffer. Block material used for constructing a structure for use, wherein a concave portion capable of accommodating at least a part of a base portion constituting the connecting jig is provided at a position where the connecting jig is arranged. The structure is solved by a block material for building a buffer structure.

【0010】そして、本発明の緩衝用構造物構築用ブロ
ック材においては、凹部の深さを、連結治具を構成する
ベース部の厚みの1/2とするか、もしくは前記ベース
部の厚みと等しくすることが好ましい。これは、ベース
部厚みと凹部深さとを一致させることで、ブロック材間
における連結治具の位置安定性(収まり具合)を向上さ
せるためである。なお、凹部の深さをベース部厚みの1
/2とするのは、連結治具を挟んで対向配置されるブロ
ック材の両方に凹部を形成する場合であり、一方、凹部
の深さをベース部厚みと等しくするのは、主に、対向配
置されるブロック材の片方にのみ凹部を形成する場合で
ある。
In the block material for constructing a cushioning structure according to the present invention, the depth of the concave portion is set to 1/2 of the thickness of the base portion forming the connecting jig, or the thickness of the base portion may be reduced. Preferably, they are equal. This is to improve the positional stability (fitness) of the connecting jig between the block materials by matching the thickness of the base portion with the depth of the concave portion. Note that the depth of the concave portion is set to 1 of the thickness of the base portion.
/ 2 is the case where the concave portions are formed in both of the block members that are arranged to face each other with the connecting jig therebetween. On the other hand, the reason why the depth of the concave portions is equal to the thickness of the base portion is mainly that This is a case where a concave portion is formed only on one of the arranged block materials.

【0011】また、本発明の緩衝用構造物構築用ブロッ
ク材は、凹部形成に係る作業や連結治具のセット作業が
容易に行えるようにするため、発泡樹脂材料、特に発泡
スチロール材から構成されてなることが好ましい。
Further, the block material for constructing a cushioning structure according to the present invention is made of a foamed resin material, especially a styrofoam material in order to facilitate the work relating to the formation of the concave portion and the setting work of the connecting jig. Preferably,

【0012】[0012]

【発明の実施の形態】以下で本発明の一実施形態として
説明する緩衝用構造物構築用ブロック材は、ベース部
と、このベース部に立設した複数の爪とからなる連結治
具によって互いに連結されて、緩衝用構造物(落石防護
設備のクッション層)の構築に用いられるものであっ
て、上記連結治具が配置される位置には、この連結治具
を構成するベース部の一部を収容可能な凹部が設けられ
てなることを特徴とする。特に、本実施形態では、互い
に連結されるブロック材の両方に凹部を形成するので、
この凹部の深さを、連結治具を構成するベース部の厚み
の1/2としている。また、ここでは、緩衝用構造物構
築用ブロック材を発泡樹脂材料すなわち発泡スチロール
樹脂から構成している。
BEST MODE FOR CARRYING OUT THE INVENTION A buffer structure building block material, which will be described below as an embodiment of the present invention, is connected to each other by a connecting jig composed of a base portion and a plurality of claws erected on the base portion. It is connected and used for constructing a buffer structure (cushion layer of rock fall protection equipment), and at a position where the connecting jig is arranged, a part of a base portion constituting the connecting jig Characterized by being provided with a recess capable of accommodating therein. In particular, in the present embodiment, since the concave portions are formed in both of the block members connected to each other,
The depth of the concave portion is set to の of the thickness of the base portion forming the connecting jig. Here, the block material for building the buffer structure is made of a foamed resin material, that is, a foamed styrene resin.

【0013】次に、図1〜図3を用いて、本発明の実施
形態を更に詳しく説明する。なお、図1は本実施形態の
緩衝用構造物構築用ブロック材の外観図、図2は同緩衝
用構造物構築用ブロック材同士の連結に使用される連結
治具の外観図、図3も同緩衝用構造物構築用ブロック材
同士の連結部分の拡大断面図である。本実施形態の緩衝
用構造物構築用ブロック材(以下、本ブロック材と言
う)は図1から判るように直方体状のものであって、加
工処理や後述する連結治具のセットが容易に行える発泡
スチロール材から構成されている。ちなみに、本ブロッ
ク材の寸法の一例を挙げれば、縦寸法Lは2000±1
1mm、横寸法Wは1000±7mm、高さ寸法Hは5
00±5mmである。
Next, an embodiment of the present invention will be described in more detail with reference to FIGS. FIG. 1 is an external view of a buffer structure building block material of the present embodiment, FIG. 2 is an external view of a connecting jig used to connect the buffer structure building block materials, and FIG. It is an expanded sectional view of the connection part of the structure block materials for buffer structures. As can be seen from FIG. 1, the block material for constructing a buffer structure (hereinafter, referred to as the present block material) of the present embodiment is a rectangular parallelepiped, and can be easily processed and set with a connecting jig described later. It is composed of a polystyrene foam material. Incidentally, to give an example of the dimensions of the block material, the vertical dimension L is 2000 ± 1.
1 mm, width W is 1000 ± 7 mm, height H is 5
00 ± 5 mm.

【0014】本ブロック材の上面、すなわち現場設置の
際、次段のブロック材が載置される面には、計6個の半
円形の凹部1a〜1fが形成されている。また、本ブロ
ック材は、下面にも、上面の凹部1a〜1fと同じ位置
に、計6個の半円形の凹部2a〜2fが形成されている
(但し、凹部2d〜2fについては図示せず)。これら
凹部1a〜1f及び凹部2a〜2fは、共に、ブロック
材間に介在させられる連結治具のベース部を収容するた
めのものである。正確に言えば、あるブロック材の上面
側凹部1a〜1fと、その次段に位置するブロック材の
下面側凹部2a〜2fとが共同で、連結治具のベース部
を収容することになる。但し、構築される緩衝用構造物
の最上部または最下部に位置するブロック材に関しては
例外であり、前者の上面側凹部1a〜1f、および後者
の下面側凹部2a〜2fは、単独で連結治具のベース部
を収容できるよう構成される。
A total of six semicircular recesses 1a to 1f are formed on the upper surface of the present block material, that is, on the surface on which the next-stage block material is to be placed upon installation on site. Also, in the present block material, a total of six semicircular concave portions 2a to 2f are formed on the lower surface at the same positions as the concave portions 1a to 1f on the upper surface, however, the concave portions 2d to 2f are not shown. ). The recesses 1a to 1f and the recesses 2a to 2f are both for accommodating a base portion of a connecting jig interposed between the block members. To be precise, the upper surface side recessed portions 1a to 1f of a certain block material and the lower surface side recessed portions 2a to 2f of the block material located next to the block material jointly accommodate the base portion of the connecting jig. However, there is an exception with respect to the block material located at the uppermost or lowermost portion of the buffer structure to be constructed. The former upper surface side recessed portions 1a to 1f and the latter lower surface side recessed portions 2a to 2f are independently connected and fixed. It is configured to accommodate the base portion of the tool.

【0015】ここで、本ブロック材同士を連結するのに
使用される連結治具の構造について図2を用いて簡単に
説明する。但し、図2に示す連結治具は、あくまでもそ
の一例であって、基本構造が同じであれば、どのような
形態の連結治具が用いられても、本ブロック材にて対応
可能である。本ブロック材同士の連結に使用される連結
治具は合成樹脂製であって、図2から判るように、ベー
ス部11と、このベース部11に対して一体的に立設し
た複数の爪12とからなる。このうちベース部11は、
必要最低限の強度を確保するため、数mmから1cm程
度の厚みを有している。なお、ここでは連結治具とし
て、ベース部11の上下両面に爪12を立設したものを
示したが、爪12がベース部11の片面にのみ存在する
ものもある。この連結治具については、上述した例外的
構造のブロック材、すなわち構築される緩衝用構造物の
最上部または最下部に位置するブロック材同士を連結す
る際に使用される。
Here, the structure of a connecting jig used for connecting the block materials to each other will be briefly described with reference to FIG. However, the connection jig shown in FIG. 2 is merely an example, and any type of connection jig can be used with this block material as long as the basic structure is the same. The connecting jig used for connecting the block members is made of a synthetic resin, and as can be seen from FIG. 2, a base portion 11 and a plurality of claws 12 which are integrally erected on the base portion 11. Consists of Of these, the base 11 is
In order to secure the necessary minimum strength, it has a thickness of several mm to about 1 cm. Here, as the connecting jig, the one in which the claws 12 are erected on both the upper and lower surfaces of the base portion 11 is shown, but there is also a case where the claws 12 are present only on one surface of the base portion 11. This connecting jig is used when connecting the block materials having the above-described exceptional structure, that is, the block materials located at the uppermost portion or the lowermost portion of the buffer structure to be constructed.

【0016】さて、本ブロック材の凹部1a〜1f及び
凹部2a〜2fは共同で、上記連結治具のベース部11
を収容するわけであるが、本実施形態では、これら凹部
1a〜1f及び凹部2a〜2fの深さDを、連結治具を
構成するベース部11の厚みTの1/2としている(但
し、上記例外的構造のブロック材については、既に説明
したように、一面側の凹部の深さが、ベース部11の厚
みTと等しくなっている)。具体的に言えば、本実施形
態では、連結治具におけるベース部11の厚みTが6m
mであることから、凹部1a〜1f及び凹部2a〜2f
の深さDを共に3mmとしている。ちなみに、凹部1a
〜1f及び凹部2a〜2fの半径Rは、連結治具におけ
るベース部11の半径R’が50mmであることから、
共に60mmとしている。
The recesses 1a to 1f and the recesses 2a to 2f of the block material are jointly formed by the base 11 of the connecting jig.
In the present embodiment, the depth D of each of the recesses 1a to 1f and the recesses 2a to 2f is set to の of the thickness T of the base portion 11 constituting the connecting jig (however, As described above, the depth of the concave portion on one surface side of the block material having the above-described exceptional structure is equal to the thickness T of the base portion 11). Specifically, in the present embodiment, the thickness T of the base 11 in the connecting jig is 6 m.
m, the concave portions 1a to 1f and the concave portions 2a to 2f
Are 3 mm in both cases. By the way, the recess 1a
-1f and the radii R of the recesses 2a-2f, since the radius R 'of the base 11 in the connecting jig is 50 mm,
Both are set to 60 mm.

【0017】本ブロック材同士を上記連結治具を用いて
連結した状態は、図3に示すとおりである(同図では、
ブロック材をBで、また、連結治具をFで示してい
る)。この状態は次のようにして得られる。まず、ブロ
ック材B同士を隣接させて設置する。そして、これによ
って形成される円形の凹部13内に連結治具Fを載置
し、それを上方からある一定以上の力で押圧する。する
と、連結治具Fの下面側の爪12はブロック材Bに深く
食い込み、その結果、隣り合ったブロック材B同士は強
固に連結される。また、これと同時に、連結治具Fにお
けるベース部11の下半分が、円形の凹部13内に収容
される。
FIG. 3 shows a state in which the block materials are connected to each other by using the connecting jig.
The block material is indicated by B, and the connecting jig is indicated by F). This state is obtained as follows. First, the block materials B are placed adjacent to each other. Then, the connecting jig F is placed in the circular recess 13 formed by this, and is pressed from above by a certain force or more. Then, the claws 12 on the lower surface side of the connection jig F penetrate deeply into the block material B, and as a result, adjacent block materials B are firmly connected to each other. At the same time, the lower half of the base portion 11 of the connecting jig F is accommodated in the circular recess 13.

【0018】この後は次段のブロック材Bの設置を行
う。これは、次段のブロック材B同士を当接させること
により形成される円形の凹部14が、連結治具Fと重な
るように、次段のブロック材Bを既に連結されたブロッ
ク材Bの上に載置し、ある一定以上の力で押圧すればよ
い。こうすることで、連結治具Fの上面側の爪12は次
段のブロック材Bにも深く食い込み、ブロック材B同士
は、水平方向だけでなく上下方向にも強固に連結され
る。そして、これと同時に、連結治具Fにおけるベース
部11の上半分が円形の凹部14に収容され、その結
果、図3に示すブロック材B同士の最終連結状態が得ら
れる。
Thereafter, the next block B is installed. This is because the block material B of the next stage is connected to the block material B already connected so that the circular concave portion 14 formed by abutting the block materials B of the next stage overlaps the connecting jig F. And press it with a certain or more force. By doing so, the claws 12 on the upper surface side of the connection jig F penetrate deeply into the next block material B, and the block materials B are firmly connected not only in the horizontal direction but also in the vertical direction. At the same time, the upper half of the base portion 11 of the connection jig F is accommodated in the circular concave portion 14, and as a result, the final connection state between the block materials B shown in FIG. 3 is obtained.

【0019】ところで、本実施形態では、ブロック材B
の個々に半円形の凹部を設け、ブロック材B同士を連結
した状態では、連結治具Fのベース部11を収容できる
円形の凹部13,14が形成されるようにした。言い換
えれば、凹部13,14によって、ベース部11の厚み
を吸収するよう構成した。したがって、複数個のブロッ
ク材Bを、連結治具Fを介して上下方向に連結状態で積
重し、上述したような緩衝用構造物を構築した際、この
緩衝用構造物の高さ寸法には誤差が生じない。また、連
結時、円形の凹部13,14ができるので、連結治具F
を配置する位置が明確になり、作業性の更なる向上が図
れる。その上、凹部13,14を設けることで、ブロッ
ク材B間には、連結治具F、特にそのベース部11の存
在に起因した隙間がなくなり、ブロック材B同士がより
密着するので、凹部13,14が無い場合に比べて、ブ
ロック材B同士の接触面積は大きなものとなる。そし
て、これにより、ブロック材B間に働く保持力(滑りに
対する摩擦抵抗力)が増大するから、たとえ設置される
場所が急傾斜地であって、ブロック材Bに比較的大きな
滑動力が作用するような場合でも、連結治具Fの爪12
や、ブロック材Bにおいてこの爪12を受ける部分への
負担を大幅に軽減できる。
In this embodiment, the block material B
In the state where the semicircular concave portions are provided individually and the block materials B are connected to each other, circular concave portions 13 and 14 capable of accommodating the base portion 11 of the connecting jig F are formed. In other words, the concave portions 13 and 14 are configured to absorb the thickness of the base portion 11. Therefore, when the plurality of block members B are stacked in a vertically connected state via the connecting jig F to construct the above-described buffer structure, the height of the buffer structure is reduced. Has no error. Also, at the time of connection, since circular concave portions 13 and 14 are formed, the connection jig F
The position for disposing is clarified, and the workability can be further improved. In addition, by providing the recesses 13 and 14, there is no gap between the block members B due to the presence of the connecting jig F, particularly the base portion 11, and the block members B adhere more closely to each other. , 14, the contact area between the block materials B becomes larger. This increases the holding force (frictional resistance against slippage) acting between the block materials B. Therefore, even if the installation location is a steep slope, a relatively large sliding force acts on the block material B. Even if the claw 12 of the connecting jig F
In addition, the burden on the portion of the block material B that receives the claw 12 can be greatly reduced.

【0020】なお、ブロック材に形成される凹部の位置
や個数は、本実施形態のそれに限定されるものではな
い。例えば、凹部は、ブロック材の上下面以外の面、す
なわち側面に形成されていても、あるいは、周縁部でな
く中央側に形成されていてもよい。そして、特に中央側
に形成される場合、凹部は、半円形ではなく、連結治具
のベース部に対応した円形状に構成されることになる。
The position and the number of the concave portions formed in the block material are not limited to those of the present embodiment. For example, the concave portion may be formed on a surface other than the upper and lower surfaces of the block material, that is, on the side surface, or may be formed on the center side instead of the peripheral portion. In particular, when the concave portion is formed on the center side, the concave portion is formed not in a semicircular shape but in a circular shape corresponding to the base portion of the connecting jig.

【0021】ちなみに、図4に示すのは、本発明の他実
施形態に係るもの、すなわち、凹部21a〜21fを上
面(あるいは下面)にのみ設けた緩衝用構造物構築用ブ
ロック材である。同図に示すブロック材では、当然のこ
とながら、凹部21a〜21fの深さは、連結治具のベ
ース部厚みに等しくなるよう設定される。なぜなら、同
じ構造のブロック材を使用する限りにおいては、その上
方に位置するブロック材の下面には凹部が存在しないか
らである。
FIG. 4 shows a block structure according to another embodiment of the present invention, that is, a block member for constructing a buffer structure having recesses 21a to 21f provided only on the upper surface (or lower surface). In the block material shown in the figure, the depths of the concave portions 21a to 21f are set to be equal to the thickness of the base portion of the connecting jig. This is because, as long as the block material having the same structure is used, there is no concave portion on the lower surface of the block material located above it.

【0022】[0022]

【発明の効果】本発明によれば、複数の緩衝用構造物構
築用ブロック材を連結状態で設置し、所定形状の緩衝用
構造物を構築した際に、この緩衝用構造物の外形寸法に
誤差が生じない。特に、複数の緩衝用構造物構築用ブロ
ック材を上下方向に連結状態で積重し、所定形状の緩衝
用構造物を構築した際に、この緩衝用構造物の高さ寸法
に誤差が生じない。
According to the present invention, when a plurality of buffer structures for building a buffer structure are installed in a connected state and a buffer structure having a predetermined shape is constructed, the external dimensions of the buffer structure are reduced. No error occurs. In particular, when a plurality of buffer structure building blocks are stacked in a vertically connected state to construct a buffer structure having a predetermined shape, no error occurs in the height dimension of the buffer structure. .

【図面の簡単な説明】[Brief description of the drawings]

【図1】本実施形態の緩衝用構造物構築用ブロック材の
外観図
FIG. 1 is an external view of a block material for building a buffer structure according to the present embodiment.

【図2】本実施形態の緩衝用構造物構築用ブロック材同
士の連結に使用される連結治具の外観図
FIG. 2 is an external view of a connecting jig used for connecting the block members for building a buffer structure according to the present embodiment.

【図3】本実施形態の緩衝用構造物構築用ブロック材同
士の連結部分の拡大断面図
FIG. 3 is an enlarged cross-sectional view of a connection portion between block materials for building a buffer structure according to the present embodiment.

【図4】本発明の他実施形態に係る緩衝用構造物構築用
ブロック材の外観図
FIG. 4 is an external view of a block material for building a buffer structure according to another embodiment of the present invention.

【符号の説明】[Explanation of symbols]

B ブロック材(緩衝用構造物構築用ブロ
ック材) F 連結治具 1a〜1f 半円形の凹部 2a〜2f 半円形の凹部 11 連結治具のベース部 12 連結治具の爪 13 円形の凹部 14 円形の凹部
B Block material (block material for constructing buffer structure) F Connecting jig 1a-1f Semicircular concave portion 2a-2f Semicircular concave portion 11 Base portion of connecting jig 12 Claw of connecting jig 13 Circular concave portion 14 Circular Recess

───────────────────────────────────────────────────── フロントページの続き (72)発明者 川島 伸介 東京都目黒区東山3−22−1 太陽工業株 式会社東京支店内 (72)発明者 田宮 誠 大阪市淀川区木川東4−8−4 タイヨー フォーム株式会社内 (72)発明者 大黒 寛 東京都千代田区九段北1−12−11 日本サ ミコン株式会社東京支店内 Fターム(参考) 2D001 PA06 PB04 PC03 PD01 PD12 3J066 AA23 BA04 BB01 BC01 BD05 BF01  ──────────────────────────────────────────────────の Continuing on the front page (72) Inventor Shinsuke Kawashima 3-22-1, Higashiyama, Meguro-ku, Tokyo Taiyo Kogyo Co., Ltd. Tokyo Branch (72) Inventor Makoto Tamiya 4-8-4 Kigawahigashi, Yodogawa-ku, Osaka-shi Taiyo Foam Co., Ltd. (72) Inventor Hiroshi Oguro In-house F-term (reference) 2D001 PA06 PB04 PC03 PD01 PD12 3J066 AA23 BA04 BB01 BC01 BD05 BF01

Claims (3)

【特許請求の範囲】[Claims] 【請求項1】 ベース部と、このベース部に立設した複
数の爪とからなる連結治具によって互いに連結されて、
緩衝用構造物の構築に用いられるブロック材であって、 前記連結治具が配置される位置には、この連結治具を構
成するベース部の少なくとも一部を収容可能な凹部が設
けられてなることを特徴とする緩衝用構造物構築用ブロ
ック材。
1. A connection jig comprising a base portion and a plurality of claws erected on the base portion, the connection portion being connected to each other,
A block material used for constructing a buffer structure, wherein a concave portion capable of accommodating at least a part of a base portion constituting the connecting jig is provided at a position where the connecting jig is arranged. A block material for constructing a buffer structure, characterized in that:
【請求項2】 凹部の深さが、連結治具を構成するベー
ス部の厚みの1/2であるか、もしくは前記ベース部の
厚みと等しいことを特徴とする請求項1に記載の緩衝用
構造物構築用ブロック材。
2. The cushioning device according to claim 1, wherein the depth of the concave portion is equal to half of the thickness of the base portion forming the connecting jig, or is equal to the thickness of the base portion. Block material for building structures.
【請求項3】 発泡樹脂材料から構成されてなることを
特徴とする請求項1又は請求項2に記載の緩衝用構造物
構築用ブロック材。
3. The block material for constructing a buffer structure according to claim 1, wherein the block material is made of a foamed resin material.
JP01958499A 1999-01-28 1999-01-28 Block material for building buffer structures Expired - Lifetime JP3354516B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP01958499A JP3354516B2 (en) 1999-01-28 1999-01-28 Block material for building buffer structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP01958499A JP3354516B2 (en) 1999-01-28 1999-01-28 Block material for building buffer structures

Publications (2)

Publication Number Publication Date
JP2000212919A true JP2000212919A (en) 2000-08-02
JP3354516B2 JP3354516B2 (en) 2002-12-09

Family

ID=12003321

Family Applications (1)

Application Number Title Priority Date Filing Date
JP01958499A Expired - Lifetime JP3354516B2 (en) 1999-01-28 1999-01-28 Block material for building buffer structures

Country Status (1)

Country Link
JP (1) JP3354516B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107795630A (en) * 2017-09-21 2018-03-13 镇江市胜得机械制造有限责任公司 A kind of beam for machinery chassis

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107795630A (en) * 2017-09-21 2018-03-13 镇江市胜得机械制造有限责任公司 A kind of beam for machinery chassis

Also Published As

Publication number Publication date
JP3354516B2 (en) 2002-12-09

Similar Documents

Publication Publication Date Title
EP2348157A2 (en) Self supporting paver system
JP4851881B2 (en) Embankment structure and method for reinforcing embankment structure
JP4686655B2 (en) Structure
JP3354516B2 (en) Block material for building buffer structures
JP4192255B2 (en) Widened embankment structure
JP3687887B2 (en) Block material for embankment replacement and structure for embankment layer replacement
JP4293126B2 (en) Foamed resin block with planar material for embankment and lightweight embankment structure using the same
JP3751853B2 (en) Wall structure fixing structure for lightweight embankment method
JPH06248606A (en) Vibration-proof track
JP2008082042A (en) Falling stone/snow slide protective structure and its construction method
JP6372604B1 (en) Lightweight embankment structure
JP4231346B2 (en) Tightening tool used for lightweight embankment method
JP3131966B2 (en) Stacking method of foamable synthetic resin block of protective structure and its stacking structure
JP2799974B2 (en) Leveling plate for concrete products
JP3930468B2 (en) Light weight embankment
JPH03156006A (en) Buffer structure against impulse of protective construction
JP2927779B1 (en) Noshi Building Building Method, Noshi Building Building Structure, and Nose Tile
JP3091269U (en) Chain block
JP3216077B2 (en) Assembled and mounted three-dimensional structures
JP4025661B2 (en) Lightweight embankment structure and wall material used for it
JP3408427B2 (en) Fixing jig for lightweight lining cushioning material
JP2003172049A (en) Block connecting plate
JP2020200672A (en) Fixing method of post and concrete floor slab, and construction method of retaining wall
JP2005042318A (en) Lightweight fill structure and lightweight fill block
JPH04117040U (en) Building foundation structure

Legal Events

Date Code Title Description
R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20070927

Year of fee payment: 5

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080927

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080927

Year of fee payment: 6

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090927

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090927

Year of fee payment: 7

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100927

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100927

Year of fee payment: 8

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110927

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20110927

Year of fee payment: 9

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120927

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20120927

Year of fee payment: 10

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20130927

Year of fee payment: 11

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

EXPY Cancellation because of completion of term