JP2003313974A - Long-sized block for construction - Google Patents

Long-sized block for construction

Info

Publication number
JP2003313974A
JP2003313974A JP2002123137A JP2002123137A JP2003313974A JP 2003313974 A JP2003313974 A JP 2003313974A JP 2002123137 A JP2002123137 A JP 2002123137A JP 2002123137 A JP2002123137 A JP 2002123137A JP 2003313974 A JP2003313974 A JP 2003313974A
Authority
JP
Japan
Prior art keywords
side plate
block
plate portion
long
flat plate
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
JP2002123137A
Other languages
Japanese (ja)
Other versions
JP4227356B2 (en
Inventor
Tateshi Yoshida
立志 吉田
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.)
JAPAN PROGRESS KK
Original Assignee
JAPAN PROGRESS KK
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 JAPAN PROGRESS KK filed Critical JAPAN PROGRESS KK
Priority to JP2002123137A priority Critical patent/JP4227356B2/en
Publication of JP2003313974A publication Critical patent/JP2003313974A/en
Application granted granted Critical
Publication of JP4227356B2 publication Critical patent/JP4227356B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Abstract

<P>PROBLEM TO BE SOLVED: To provide a long-sized block for a construction proper to the construction of various structures. <P>SOLUTION: In the long-sized block for building the desired structure by arranging the long-sized blocks before and behind and left and right and piling up the blocks up and down, the main body of the block 10 has a plate section 11 extended in at least one direction in a fixed width, a pair of side plate sections 13 and 14 extended in the orthogonal direction from the plate section on the parallel side faces of the plate section 11 and internal spaces 16 surrounded by the plate section 11 and the side plate sections 13 and 14, and fitting means 18 for mutually fitting side-plate elements arranged between the side plate sections are installed to the main body. <P>COPYRIGHT: (C)2004,JPO

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、前後左右に並べら
れ或いは上下に積み重ねられることにより、所望の構築
物を構築するための長尺ブロックに関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a long block for constructing a desired structure by arranging it in front, rear, left and right or stacking it on top of one another.

【0002】[0002]

【従来の技術】例えば、河川等の護岸を構築する場合、
従来は護岸構築用のブロックが用いられており、それを
他の構造物に流用することは行われておらず、また不可
能に近い。そのためコンクリートブロックの種類が大変
多くなり、夫々のブロックを製造する型枠の種類も多種
多様なものが必要となる。従来のコンクリートブロック
製造のためには、鋼板を使用した大重量かつ大型の金型
を多数必要とするなどの理由により、従来のブロックは
製造のための型枠投資がかかり過ぎるという問題があ
り、また在庫管理等の間接経費が嵩み、経済的なブロッ
クができにくい、という事情もあった。
2. Description of the Related Art For example, when constructing a seawall such as a river,
Conventionally, blocks for revetment construction have been used, and they have not been diverted to other structures, and it is almost impossible. Therefore, the types of concrete blocks are very large, and various types of molds are required to manufacture each block. For the production of conventional concrete blocks, there is a problem that the conventional blocks require too much investment in the formwork due to the fact that a large number of heavy and large molds using steel plates are required. In addition, indirect costs such as inventory management are high, making it difficult to block economically.

【0003】[0003]

【発明が解決しようとする課題】本発明は前記の点に着
目してなされたものであって、その課題は、多種多様な
構築物の構築に適した構築用長尺ブロックを提供するこ
とである。また本発明の他の課題は、構造上、梁と柱の
組み合わせによる応力分散効果を奏し得る構築用長尺ブ
ロックを提供することである。また本発明の他の課題
は、内部に土砂類を充填する場合に、残土や再利用骨材
を適用可能であることにより、環境を悪化させないよう
にすることである。
SUMMARY OF THE INVENTION The present invention has been made in view of the above points, and an object thereof is to provide a long block for construction suitable for construction of a wide variety of constructions. . Another object of the present invention is to provide a construction long block that can exert a stress dispersion effect by a combination of beams and columns structurally. Another object of the present invention is to prevent the environment from deteriorating by being able to apply the residual soil and the recycled aggregate when filling the interior with earth and sand.

【0004】[0004]

【課題を解決するための手段】前記の課題を解決する、
構築用長尺ブロックとして、本発明の長尺ブロックの本
体は、所定の幅で少なくとも一方向へ延びている平板部
と、平板部の並行する側面において、平板部から直交方
向に延びている一対の側板部と、平板部と側板部とで囲
まれる内部空間とを有しており、本体には、側板部間に
配置される側板要素を嵌め合わせるための嵌合手段が備
わっている。
[Means for Solving the Problems] To solve the above problems,
As a long block for construction, the main body of the long block of the present invention includes a flat plate portion extending in at least one direction with a predetermined width, and a pair of parallel side surfaces of the flat plate portion extending in the orthogonal direction from the flat plate portion. Has a side plate portion, an inner space surrounded by the flat plate portion and the side plate portion, and the main body is provided with fitting means for fitting side plate elements arranged between the side plate portions.

【0005】[0005]

【発明の実施の形態】本発明に係る構築用長尺ブロック
は、前後左右に並べたり、上下に積み重ねたりして、所
望の構築物を構築するためのものである。構築物はあら
ゆるものが対象となり、またそのための長尺ブロックの
使用法も、並列その他あらゆる方向への敷設、積重、積
上或いは架設等様々な方法を含む。
BEST MODE FOR CARRYING OUT THE INVENTION The long block for construction according to the present invention is for constructing a desired construction by arranging it in front, rear, left and right, or stacking it vertically. The construction is applicable to all types, and the usage of the long block for that purpose includes various methods such as parallel laying, stacking, stacking or erection in all directions.

【0006】長尺ブロックの本体は、所定の幅で、少な
くとも一方向へ延びている平板部を有する。長尺ブロッ
クという意味は、少なくとも一方向へ延びている様をも
って言うので、図1ないし図6のような態様を指すもの
であるが、例えば90度異なる方向へ延びている平板部
を有する場合には、図9に示すL字型や、図10に示す
T字型、或いは図11に示す符号の「+」型などが含ま
れる。
The main body of the elongated block has a flat plate portion having a predetermined width and extending in at least one direction. The term “long block” means that it extends in at least one direction, and therefore refers to the embodiment as shown in FIGS. 1 to 6. For example, in the case of having flat plate portions extending in different directions by 90 degrees. Includes the L-shape shown in FIG. 9, the T-shape shown in FIG. 10, the “+” shape having the reference numeral shown in FIG.

【0007】このような平板部は、平板とは言うもの
の、梁から成る部材を四辺形状に結合した梁枠状構造を
有することができる。平板部は、また四辺形状を単位と
する、梁枠状構造を複数個連結したものから成っていて
も良い(図7及び図1〜6、図9〜11参照)。その連
結の仕方により、図1等の長物や図9〜11の形状が備
わるものと考えて良い。
Such a flat plate portion, although called a flat plate, can have a beam frame-like structure in which members made of beams are connected in a quadrilateral shape. The flat plate portion may also be formed by connecting a plurality of beam frame-shaped structures, each having a quadrilateral shape as a unit (see FIGS. 7 and 1 to 6 and 9 to 11). It may be considered that the long object shown in FIG. 1 or the like or the shapes shown in FIGS. 9 to 11 are provided depending on the connection method.

【0008】また長尺ブロックの本体は、平板部の並行
する側面において、平板部から直交方向に延びている一
対の側板部を有する。この側板部は、四辺形状を有する
平板部の四隅に相当する箇所から延びている、柱状構造
を有するものとすることができる。側板部は、柱状構造
を有する場合、長尺ブロックの本体の並行する両側に一
定間隔で並ぶことになる。また本体両側が閉塞板で閉じ
ている態様を取ることができるが、その場合にも柱状構
造を有する側板部を両側内側に一定間隔で設けることが
できる(図3、図4参照)。
Further, the main body of the long block has a pair of side plate portions extending in the orthogonal direction from the flat plate portion on the side surfaces parallel to each other. The side plate portion may have a columnar structure extending from the portions corresponding to the four corners of the flat plate portion having a quadrilateral shape. When the side plate portions have a columnar structure, they are arranged at regular intervals on both sides of the main body of the long block in parallel. Further, both sides of the main body may be closed by closing plates, but in that case also, side plate portions having a columnar structure can be provided on both sides inside at regular intervals (see FIGS. 3 and 4).

【0009】また、長尺ブロックの本体は、平板部と側
板部とで囲まれる内部空間を有している。つまり、長尺
ブロックの本体は、中空構造体であり、その外形を決め
る要素となっているのが平板部と側板部とである、とい
うことができる。内部空間は様々な用途に使われる。或
いは、中空構造の本体を有する長尺ブロックであるが故
に、あらゆる用途に使用できる可能性が拡大したという
ことができる。内部空間は、或る用途では残土等を充填
する場所となり、ある用途では水路となり、或る用途で
は水路の桝となり、或る用途では植物の生育が可能な土
壌となり、また或る場合には河川の枕床ともなるなど、
用途は特定されない。
Further, the main body of the elongated block has an internal space surrounded by the flat plate portion and the side plate portion. That is, it can be said that the main body of the long block is a hollow structure, and the flat plate portion and the side plate portion are elements that determine the outer shape thereof. The internal space is used for various purposes. Alternatively, since it is a long block having a hollow body, it can be said that the possibility of being used for all purposes is expanded. The internal space serves as a place for filling up residual soil in certain applications, as a water channel in some applications, as a basin for water channels in some applications, as soil where plants can grow in some applications, and in other cases. It also becomes a pillow bed of the river,
The use is not specified.

【0010】さらに、長尺ブロックの本体の側板部に
は、側板部間内に配置される側板要素を嵌め合わせるた
めの嵌合手段が備わっている。この嵌合手段は、柱状構
造ないしは脚状構造を有する側板部に形成されるもの
で、例えば凹溝は嵌合手段に望ましい形態であり、凹溝
に、側板要素の両側辺を嵌め合わせることが可能にな
る。
Further, the side plate portions of the main body of the elongated block are provided with fitting means for fitting side plate elements arranged between the side plate portions. The fitting means is formed on the side plate portion having a columnar structure or a leg structure. For example, a concave groove is a desirable form for the fitting means, and both sides of the side plate element can be fitted into the concave groove. It will be possible.

【0011】側板要素には、長尺ブロックの本体の側面
を閉じるための前記の閉塞板と同様の板状要素や、外面
に植木鉢の機能を備えたポット状要素、本体内部空間を
仕切るように設ける仕切り要素、本体内に配置して本体
の強度向上に寄与する中梁要素などがある。こうした側
板要素は、長尺ブロックの本体の一部となってその構造
強度を向上するための補強部材を兼ねている。
The side plate element is a plate-like element similar to the above-mentioned closing plate for closing the side surface of the main body of the long block, a pot-like element having the function of a flowerpot on the outer surface, and a space for partitioning the inner space of the main body. There are partition elements to be provided, center beam elements that are arranged in the main body and contribute to the improvement of the strength of the main body. Such a side plate element also serves as a reinforcing member for forming a part of the main body of the long block and improving its structural strength.

【0012】[0012]

【実施例】以下実施例を参照して本発明をより詳細に説
明する。図1、図2は、本発明に係る構築用長尺ブロッ
ク10の実施例1に関するもので、本体は、梁から成る
部材を四辺形状に結合した梁枠状構造を最小単位とし、
複数の空所にて識別される梁枠状構造部分を複数個連結
した構造を持つ平板部11を有している。最小単位の梁
枠状構造部分は、構築用長尺ブロック10と併用される
図7の最小ブロック40の平板部41と同形となる。
The present invention will be described in more detail with reference to the following examples. 1 and 2 relate to Example 1 of a long block 10 for construction according to the present invention, in which a main body has a beam frame-shaped structure in which members made of beams are connected in a quadrilateral shape as a minimum unit,
The flat plate portion 11 has a structure in which a plurality of beam frame-shaped structural portions identified by a plurality of voids are connected. The beam frame-shaped structural portion of the minimum unit has the same shape as the flat plate portion 41 of the minimum block 40 of FIG. 7 used together with the construction long block 10.

【0013】また長尺ブロックの本体は、平板部11か
ら直交方向下方に延びている左右一対の側板部13、1
4を有している。側板部13、14は四辺形状の平板部
11の四隅に相当する箇所から下方へ延びている四脚状
のもので、図7に示した最小ブロック40の側板部4
3、44と同形となる。実施例1の長尺ブロックにおい
て、両側の側板部13、13或いは14、14の間は空
所15となっている。
The main body of the elongated block has a pair of left and right side plate portions 13 and 1 extending downward from the flat plate portion 11 in the orthogonal direction.
Have four. The side plate portions 13 and 14 are four-legged parts extending downward from the portions corresponding to the four corners of the quadrilateral flat plate portion 11, and are the side plate portions 4 of the minimum block 40 shown in FIG.
It has the same shape as 3,44. In the long block of the first embodiment, there is a space 15 between the side plate portions 13, 13 or 14, 14 on both sides.

【0014】上記平板部11と側板部13…14…とで
囲まれる部分は下方に開いた内部空間16であり、内部
空間16は本体の一方向に延び、かつ全体を貫通してい
る。全体を長手方向に貫通している内部空間16である
が、側板部13…14…の本体長手方向に向いた側には
夫々嵌合手段17として凹溝が形成されている。この嵌
合手段17は側板要素を両側辺で嵌め合わせるために用
いられる。
A portion surrounded by the flat plate portion 11 and the side plate portions 13 ... 14 ... Is an internal space 16 opened downward, and the internal space 16 extends in one direction of the main body and penetrates the entire body. Although the inner space 16 penetrates the entire body in the longitudinal direction, concave grooves are formed as fitting means 17 on the sides of the side plate portions 13 ... This fitting means 17 is used for fitting the side plate elements on both sides.

【0015】嵌合手段17と同様の凹溝は、最小単位の
平板部11の四隅に相当する箇所の内で、左右の側板部
13、14の本体幅方向に向いた側にも形成されてい
る。この凹溝も幅方向の嵌合手段18と呼ぶ。最小単位
の平板部の隣接する箇所において、幅方向の嵌合手段1
8は2箇所ずつ平行に設けられることになる(図1
(d)、図2(b)参照)。
Recessed grooves similar to the fitting means 17 are also formed on the sides of the left and right side plate portions 13, 14 facing the width direction of the main body, in the portions corresponding to the four corners of the flat plate portion 11 of the minimum unit. There is. This groove is also called the fitting means 18 in the width direction. Fitting means 1 in the width direction at a position adjacent to the flat plate portion of the minimum unit
8 will be provided in parallel at two locations (see FIG. 1).
(D) and FIG. 2 (b)).

【0016】さらに各空所12の内周には、凹状の係合
溝19が縦方向(長手方向)、横方向(幅方向)に所定
の間隔及び位置関係で設けられている。係合溝19は、
本体内部空間16を仕切るように設けられる仕切り板類
の取り付けのために設けられている。
Further, concave engaging grooves 19 are provided in the inner periphery of each space 12 in the longitudinal direction (longitudinal direction) and in the lateral direction (width direction) at predetermined intervals and positional relationships. The engagement groove 19 is
It is provided for attaching partition plates provided so as to partition the internal space 16 of the main body.

【0017】図3、図4は本発明の実施例2に係る構築
用長尺ブロック20を示しており、実施例1の長尺ブロ
ック10が、平板部11から直交方向下方に延びている
左右一対の側板部13、14を有しているものであるの
に対して、実施例2の長尺ブロック20は平板部21か
ら直交方向上方に延びている左右一対の側板部23、2
4の列を有しているものである点において相違してい
る。平板部21が複数の空所22で識別される梁状構造
部分を複数個連結した構造を有する点も実施例1のもの
と共通しているが、実施例1のものが全体として橋状構
造の長尺ブロックといえるのに対して、実施例2のもの
は左右両側が閉塞板25によって閉じており全体として
溝状構造の長尺ブロックといえる。
3 and 4 show a construction long block 20 according to a second embodiment of the present invention, in which the long block 10 of the first embodiment extends from the flat plate portion 11 downward in the orthogonal direction. The long block 20 according to the second embodiment has a pair of left and right side plate portions 23, 2 extending upward in the orthogonal direction from the flat plate portion 21, while having a pair of side plate portions 13, 14.
The difference is that it has four rows. The flat plate portion 21 also has a structure in which a plurality of beam-shaped structure portions identified by a plurality of voids 22 are connected to each other, which is also common to the first embodiment, but the first embodiment has a bridge-shaped structure as a whole. In contrast to the long block of Example 2, the left and right sides of the second embodiment are closed by the closing plates 25 and can be said to be a long block having a groove-like structure as a whole.

【0018】平板部21と側板部23、24、閉塞板2
5で囲まれる上方に開いた部分は内部空間26であり、
本体の一方向に延びかつ全体を貫通している。本体の左
右両側が閉塞板25で閉じているにも拘ず、その内側に
一定間隔で設けられている左右対をなす側板部23、2
4には夫々幅方向の嵌合手段28として凹溝が形成され
ている(図3(a)、図4(a))。但し長手方向の嵌
合手段は不要である。さらに空所22の内周には凹状の
係合溝29が実施例1のものと同じように形成されてい
る。
Flat plate portion 21, side plate portions 23 and 24, closing plate 2
The upper open portion surrounded by 5 is the internal space 26,
The body extends in one direction and penetrates entirely. Although the left and right sides of the main body are closed by the closing plates 25, a pair of left and right side plate portions 23, 2 are provided inside the body at regular intervals.
4 are each provided with a groove as a fitting means 28 in the width direction (FIGS. 3 (a) and 4 (a)). However, the fitting means in the longitudinal direction is unnecessary. Further, a concave engaging groove 29 is formed in the inner periphery of the space 22 as in the first embodiment.

【0019】図5、図6は本発明の実施例3に係る構築
用長尺ブロック30に関する例示であり、これは実施例
1の長尺ブロック10と同構造のもので、幅方向の寸法
が倍になっている。それに伴って幅方向の中心線に沿っ
て第3の側板部38が長手方向に列設されている。平板
部31が複数の、但し幅方向に倍寸の、空所32で識別
される梁状構造部分を複数個連結した構造を有し、平板
部31から直交方向下方へ延びている左右一対の脚状の
側板部33、34の列を有し、かつそれらの間が空所3
5となっている点、実施例1と同様である。しかし中央
に第3の側板部38の列を設けているので、内部空間3
6はその両側に2列存在することになる(図5
(d))。
FIG. 5 and FIG. 6 are examples of the construction long block 30 according to the third embodiment of the present invention, which has the same structure as the long block 10 of the first embodiment and has a widthwise dimension. Is doubled. Accordingly, the third side plate portions 38 are arranged in the longitudinal direction along the center line in the width direction. The flat plate portion 31 has a plurality of, but has a structure in which a plurality of beam-like structural portions that are doubled in the width direction and are identified by the space 32 are connected, and a pair of left and right extending from the flat plate portion 31 in the orthogonal direction downward. It has a row of leg-shaped side plates 33, 34, and a space 3 between them.
5 is the same as that of the first embodiment. However, since the row of the third side plate portions 38 is provided in the center, the internal space 3
There will be two rows of 6 on both sides of it (Fig. 5).
(D)).

【0020】また左右の側板部33…、34…の本体長
手方向に向いた側に嵌合手段37として凹溝が夫々形成
されており、空所32の内周には凹状の係合溝39が実
施例1と同様に所定の間隔及び位置関係で設けられてい
る。なお実施例3では、実施例1における幅方向の嵌合
手段を図示していないが、実施例1と同様に設けても何
等支障はない。実施例1、2、3は最少限度の例示であ
って、これらに準じて様々な変更や変形を加えた長尺ブ
ロックが形成され、併用される。
Further, recessed grooves are formed as fitting means 37 on the sides of the left and right side plate portions 33, 34, which face the longitudinal direction of the main body, and a recessed engagement groove 39 is formed on the inner periphery of the cavity 32. Are provided with a predetermined interval and positional relationship as in the first embodiment. In the third embodiment, the fitting means in the width direction in the first embodiment is not shown, but the fitting in the same manner as in the first embodiment does not cause any problem. Examples 1, 2, and 3 are the minimum examples, and long blocks that are variously modified or modified according to these examples are formed and used together.

【0021】図7、図8は本発明の長尺ブロック10、
20、30…と共に併用する異形ブロック群の中の1例
であり、かつ最小のブロック40を示している。この最
小ブロック40は、他の長尺ブロック10、20、30
…の整数分の1の大きさ(長さ)を有する。或いは他の
長尺ブロック10、20、30…は最小ブロック40を
単位として複数個連結したような構成を有するものと言
い換えることも可能である。
7 and 8 show the long block 10 of the present invention,
The smallest block 40 is shown as an example of the odd-shaped block group used together with 20, 30 ... This minimum block 40 is used for the other long blocks 10, 20, 30.
It has a size (length) which is a fraction of an integer of. Alternatively, the other long blocks 10, 20, 30 ... Can be rephrased as having a structure in which a plurality of minimum blocks 40 are connected as a unit.

【0022】最小ブロック40は、平板部41として梁
枠状構造を有し、従ってそれらによって囲まれる空所4
2を有している。平板部41の四隅からは、直交方向下
方へ四脚状に左右一対の側板部43、44が延びてい
る。それらの間は空所45であり、また4個の側板部4
3、44、43、44及び平板部41で囲まれる部分は
下方に開いた内部空間46である。梁枠状構造の平板部
と4本の脚状の側板部43、44、43、44とから成
る本体はほぼ立方体を為している。
The minimum block 40 has a beam-frame-like structure as the flat plate portion 41, and therefore the void 4 surrounded by them.
Have two. From the four corners of the flat plate portion 41, a pair of left and right side plate portions 43, 44 extend downward in the orthogonal direction in a four-leg shape. A space 45 is provided between them, and four side plate portions 4
A portion surrounded by 3, 44, 43, 44 and the flat plate portion 41 is an internal space 46 opened downward. The main body composed of the flat plate portion of the beam frame-shaped structure and the four side plate portions 43, 44, 43, 44 of a leg shape is substantially a cube.

【0023】さらに側板部43、43及び44、44の
間には夫々嵌合手段47、48として凹溝が形成されて
おり、これらは実施例1、2及び3における嵌合手段1
7、37、幅方向の嵌合手段18、28と同じ構造とす
る。また各空所42の内周には、凹状の係合溝49が縦
方向、横方向に所定の間隔及び位置関係で設けられてい
る。よって、図1ないし図6迄に示した各実施例1、
2、3における詳細な構造は図8(a)、(b)、
(c)を参照して把握することができるので、各実施例
の符号を図8に合せ記載する。
Further, concave grooves are formed as fitting means 47, 48 between the side plate portions 43, 43 and 44, 44, respectively, and these are fitting means 1 in the first, second and third embodiments.
7, 37, and the fitting means 18, 28 in the width direction have the same structure. Further, concave engaging grooves 49 are provided on the inner circumference of each of the voids 42 in the vertical and horizontal directions at predetermined intervals and positional relationships. Therefore, each of the first embodiment shown in FIGS.
Detailed structures in FIGS. 8A and 8B are shown in FIGS.
Since it can be understood by referring to (c), the reference numerals of the respective embodiments are described together with FIG.

【0024】図9、図10、図11には長尺ブロックの
変形例が示してある。図9は、前記した最小ブロック4
0を3個かぎの手に配置したものに相当する形状を有す
るL字型のブロック51を示しており、図10は同様に
T字交差状に配置したT字型ブロック52を、また図1
1は同様に直交配置した+型ブロック53を示してい
る。各変形ブロック51、52、53はいずれも、平板
部11の四隅から下方へ向かって伸びる側板部13…、
14…を有する実施例1(従って図7、図8の実施例
4)と同じ構造を有しているので、要所に符号を付し、
説明に代える。同様に、実施例2の構造を持ったものに
ついても、また実施例3の構造を持ったものについて
も、夫々図9、図10、図11に示すような各種の変形
ブロックを用意し、使用することができる。
FIG. 9, FIG. 10 and FIG. 11 show modified examples of the long block. FIG. 9 shows the minimum block 4 described above.
FIG. 10 shows an L-shaped block 51 having a shape corresponding to one in which three 0s are arranged in a hand, and FIG. 10 also shows a T-shaped block 52 similarly arranged in a T-shaped cross-section, and FIG.
Reference numeral 1 denotes a + type block 53 which is similarly arranged orthogonally. Each of the deformable blocks 51, 52, 53 has side plate portions 13 extending downward from four corners of the flat plate portion 11 ...
14 has the same structure as that of the first embodiment (thus, the fourth embodiment of FIGS. 7 and 8), the reference numerals are attached to the essential parts,
Replace with explanation. Similarly, for the one having the structure of the second embodiment and the one having the structure of the third embodiment, various modified blocks as shown in FIGS. 9, 10, and 11 are prepared and used. can do.

【0025】各嵌合手段17…18…を用いて、長尺ブ
ロック等10…に嵌め合わせられる側板要素の例が図1
2、図13、図14に示されている。各図では最小ブロ
ック40に対するものとして図示されているが、全ブロ
ックに共通する。従って実施例4の符号にとらわれるべ
きではない。図12において、54は補強部材、55は
ポットパネルと称する側板要素の例で同要素55は外側
に膨らんだ植木鉢部56を有し、両側の嵌合縁部57で
嵌合手段47の凹溝に嵌め合わせられる。同様の嵌合縁
部57を両側に有する様々な意匠パネル等の側板要素5
8も、施工場所に適した壁面を作り出すために使用され
る。これらのパネル類は側板部13〜44の補強材とな
り、荷重に伴う側板部13〜44の変形を抑制する。側
板要素55…を周囲4面に嵌め合わせるなどの方法によ
って、長尺ブロック類の内部は立方体的空間となり、積
み上げた場所では柱状となる。
FIG. 1 shows an example of a side plate element which is fitted to a long block 10 or the like by using the fitting means 17 ... 18 ...
2, FIG. 13, and FIG. Although shown as being for the smallest block 40 in each figure, it is common to all blocks. Therefore, the reference numerals of the fourth embodiment should not be taken into consideration. In FIG. 12, reference numeral 54 is a reinforcing member, and 55 is an example of a side plate element called a pot panel. The element 55 has a flower pot portion 56 that bulges outward, and the fitting edges 57 on both sides are concave grooves of the fitting means 47. Is fitted to. Side plate elements 5 such as various design panels having similar fitting edges 57 on both sides
8 is also used to create a wall suitable for the construction site. These panels serve as a reinforcing material for the side plate portions 13 to 44 and suppress the deformation of the side plate portions 13 to 44 due to the load. By the method of fitting the side plate elements 55 ... to the four sides of the periphery, the inside of the long blocks becomes a cubic space, and the stacked blocks become columnar.

【0026】図13において、60は横梁を示してお
り、両端の嵌合端部59によりブロック側の嵌合手段5
7に嵌め合わされる。また、図14においては61は四
辺形状の天端梁を示しており、最小ブロック40の四辺
形を単位とするものであって、4個の側板部13、1
3、14、14と嵌め合わせられる嵌合端部63を4箇
所の角部に有している。天端梁61は中央空所62を有
しており、この空所62は前記各実施例1〜4における
ブロックの空所12…と同形(実施例3の幅のみは倍
寸)となっており、その内周には凹状の係合溝69が縦
方向、横方向に所定の間隔及び位置関係で設けられてい
る。各梁60、61は本体にかかる応力を負担する。
In FIG. 13, reference numeral 60 denotes a lateral beam, and the fitting means 59 on the block side is formed by the fitting ends 59 at both ends.
It is fitted to 7. Further, in FIG. 14, reference numeral 61 denotes a quadrilateral top beam, and the quadrilateral of the minimum block 40 is used as a unit, and four side plate portions 13 and 1 are provided.
It has fitting end portions 63 fitted to 3, 14, 14 at four corner portions. The top beam 61 has a central space 62, and this space 62 has the same shape as the space 12 of the block in each of the first to fourth embodiments (only the width of the third embodiment is doubled). A concave engagement groove 69 is provided on the inner circumference of the groove in the vertical and horizontal directions at a predetermined interval and positional relationship. Each beam 60, 61 bears the stress on the body.

【0027】本発明に係る構築用長尺ブロック10…
は、後述するように前後左右に並べられるほか、上下に
も積み重ねられる。そこで、積み重ねたときに上位のも
のがずれて落下しないように、上下ブロックを結合させ
てずれを防止する結合部材65が用意されており、また
これを嵌め合わせる結合相手66が、ブロック本体の最
小単位の4個の側板部13…14…の上面及び下面に形
成されている。図15参照。
Construction long block 10 according to the present invention
As described later, in addition to being lined up in the front, back, left and right, they are also stacked in the top and bottom. Therefore, a coupling member 65 is provided that couples the upper and lower blocks to prevent the shift so that the upper ones do not fall when stacked, and the coupling partner 66 that fits these blocks is the minimum of the block body. It is formed on the upper and lower surfaces of the four side plate portions 13 ... 14 of the unit. See FIG.

【0028】図16以下は、本発明に係る各種長尺ブロ
ック10…を使用して構築し得る構築物の例示である。
図16ないし図18は擁壁の例示であり、図16(a)
の例では、四辺形を単位とする梁枠状構造を持つ実施例
4の最小ブロック40を2個連結した長尺ブロック71
を用いて積み上げた多段積み擁壁が示されている。長尺
ブロック71はパネル72で囲って容器状とし、また幅
方向の嵌合手段には仕切りを嵌め付け、内部空間を正2
分し、地盤側に砂利、コンクリート等の中込材73を充
填する一方、壁表面側には土壌となる中込材74を充填
し、そこに植物75を植えるようになっている。
FIG. 16 and subsequent figures are examples of constructs that can be constructed using various elongated blocks 10 according to the present invention.
16 to 18 are examples of the retaining wall, and FIG.
In the example, a long block 71 in which two minimum blocks 40 of the fourth embodiment having a beam frame-shaped structure in which a quadrangle is used as a unit are connected.
A multi-tiered retaining wall stacked with is shown. The long block 71 is surrounded by a panel 72 to form a container, and a partition is fitted to the fitting means in the width direction so that the inner space is fixed to 2 mm.
The ground material is filled with an embedding material 73 such as gravel or concrete, while the wall surface is filled with an embedding material 74 serving as soil, and plants 75 are planted there.

【0029】図16(b)の例では、上記2連の長尺ブ
ロック71を基盤76上に傾斜させて積み上げ、途中の
段の長尺ブロック71を最小単位分だけ外へずらせて擁
壁から突き出る状態としたものである。各ブロックはは
パネルで囲って容器状とし、最前列の長尺ブロックには
最小単位の2分の1となる位置に仕切りパネル77を設
け、後方の内部空間には砂利、コンクリート等の中込材
73を充填し、前方の内部空間には土壌となる中込材7
4を充填している。擁壁の表面となるブロックの側面
は、図12に示したようなパネルを取り付け、或いはな
にも取り付けることなく、植物75を育成することがで
きる。
In the example shown in FIG. 16 (b), the two long blocks 71 are piled up on the substrate 76 while being tilted, and the long blocks 71 in the middle of the steps are slid outward by the minimum unit from the retaining wall. It is in a protruding state. Each block is enclosed in a panel to form a container. A partition panel 77 is provided in the front row of long blocks at a position that is half of the minimum unit, and an internal material such as gravel and concrete is provided in the rear internal space. Filling material 73 and filling the inside space in the front with soil 7
4 is filled. The plant 75 can be grown on the side surface of the block, which is the surface of the retaining wall, with or without a panel as shown in FIG.

【0030】図17(a)は、下部に前記2連の長尺ブ
ロック71を数段直積みし、その上に、実施例2に示し
た長尺ブロック20を紙面に垂直の方向に積み重ねた直
積み擁壁の例を示す。この例でも各ブロックはパネルで
囲って容器状とし、最前列のブロックの内部空間も仕切
りパネル77によって仕切り、後方の内部空間に砂利、
コンクリート等の中込材73を充填し、前方の内部空間
には土壌となる中込材74を充填したものである。
In FIG. 17 (a), the two long blocks 71 are directly stacked on the lower part in several stages, and the long blocks 20 shown in the second embodiment are stacked on top of them in a direction perpendicular to the plane of the drawing. An example of a directly stacked retaining wall is shown. Also in this example, each block is surrounded by a panel to form a container, and the inner space of the block in the front row is also partitioned by the partition panel 77, and the gravel is placed in the rear inner space.
The insert material 73 such as concrete is filled, and the inside space in front is filled with the insert material 74 which becomes soil.

【0031】図17(b)は実施例2のタイプの長尺ブ
ロックを横に使用し、またその2分の1の長さを持つ長
尺ブロック20′を縦の向きにして使用し、井桁を組む
ように積み上げた井桁積み擁壁に関する実施例を示す。
擁壁表面となる面には表面パネル58を嵌め合わせて閉
じ、全内部空間に中込材78として砕石を充填してい
る。この例のように縦横に長尺ブロック20、20′を
積み上げることにより、盛土としては軽量化され、かつ
長尺ブロック20、20′等が構造体となるので構造が
強化されることになる。
In FIG. 17 (b), a long block of the type of the second embodiment is used laterally, and a long block 20 'having a half length thereof is used in a vertical direction. The following is an example of a double girder retaining wall that has been stacked to form a structure.
The surface panel 58 is fitted and closed on the surface which becomes the retaining wall surface, and the entire internal space is filled with crushed stones as the insert material 78. By stacking the long blocks 20 and 20 'vertically and horizontally as in this example, the embankment can be made lighter, and the long blocks 20, 20' and the like can be structurally strengthened.

【0032】図18は、長さの異なる数種の長尺ブロッ
ク71、20′…を使用したものであり、下部では短い
長尺ブロック71を配置することにより盛土量を多く用
い、上部になるほど長い長尺ブロック79、20′を用
いている。勿論各ブロックは側板部13…14…に側板
要素58を嵌め合わせて容器状にするとともに、内部空
間には何も充填せず、それによって上部が軽量の直積み
軽量盛土擁壁を構築している。最前列の内部空間を仕切
りパネル77で仕切り、土壌を中込材74として充填す
ることにより植物75の育生が可能になる。
FIG. 18 shows a case where several kinds of long blocks 71, 20 '... Of different lengths are used. By arranging the short long blocks 71 in the lower part, a large amount of embankment is used, and in the upper part, Long elongated blocks 79, 20 'are used. Of course, in each block, the side plate elements 58 are fitted to the side plate portions 13 ... 14 to form a container shape, and nothing is filled in the internal space, thereby constructing a direct-loading lightweight embankment retaining wall with a light upper portion. There is. By partitioning the inner space of the front row with the partition panel 77 and filling the soil as the filling material 74, it is possible to grow the plant 75.

【0033】図19は地表下の排水効果を望む場所に設
置して、暗渠のような側溝として、或いは透水空間の確
保の目的で使用する例を示しており、長尺ブロック81
は、透水性基材82の上に設置し、平板部上にも透水性
基材82を敷き、さらにその上に透水性枠板より成る表
面板83を重ねて敷いた構造を有する。側板部13、1
4は側板要素58によって閉塞して暗渠構造とし、表面
板83は砕石、砕木、芝等によって覆うことが望まし
い。透水性の表面板83は多孔プラスチック等ポーラス
な構造を持つものが良く、表面板83に到った水は速や
かに本ブロックを透過して地下に浸透する。
FIG. 19 shows an example in which the block is installed under the surface of the earth where it is desired to have a drainage effect, and is used as a gutter such as an underdrain or for the purpose of securing a permeable space.
Has a structure in which it is installed on a water-permeable substrate 82, the water-permeable substrate 82 is also laid on the flat plate portion, and a surface plate 83 made of a water-permeable frame plate is further laid on it. Side plate portions 13, 1
It is desirable that 4 is closed by a side plate element 58 to form a underdrain structure, and the surface plate 83 is covered with crushed stone, crushed wood, turf, or the like. The water-permeable surface plate 83 preferably has a porous structure such as porous plastic, and the water reaching the surface plate 83 quickly permeates the main block and permeates underground.

【0034】さらに、降水を一旦貯溜し、そらから河川
へ流すというような排水システムにおいて、植物の栽培
を行う装置の構築の例を図20により説明する。本発明
に係る長尺ブロックは下が開いた実施例1のタイプ85
と、上が開いた実施例2のタイプ86とを端部を突き合
わせて積み重ねるとともに周囲を側板要素87で閉じ、
内部空間に培地材を充填し、ミズゴケ等を生育可能な環
境を作っている。そこに雨水集水装置から集められた水
はポンプ88により供給され、余水は、本発明に係る長
尺ブロックを積み重ねて構築した貯溜タンク89に戻さ
れる。
Further, an example of construction of an apparatus for cultivating a plant in a drainage system in which precipitation is temporarily stored and flowed from the sky to a river will be described with reference to FIG. The long block according to the present invention is the type 85 of the first embodiment with the bottom open.
And the type 86 of Example 2 having an open top are stacked with their ends abutted and the periphery is closed with a side plate element 87,
The interior space is filled with medium material to create an environment where sphagnum moss and the like can grow. The water collected from the rainwater collecting device is supplied by the pump 88, and the residual water is returned to the storage tank 89 constructed by stacking the long blocks according to the present invention.

【0035】当該装置と他装置等との水路の連結箇所等
に設けられる桝にも図20(b)に示すように本発明に
係る長尺ブロック群の内の1種が使われる。この場合、
実施例4の最小ブロック40を側板部の端部を突き合わ
せ、かつパネル87′により周囲を閉じるとともに水路
90、90′の接続部の役割を持たせている。
As shown in FIG. 20 (b), one of the long block groups according to the present invention is also used for a container provided at a connecting portion of a water channel between the apparatus and another apparatus. in this case,
In the minimum block 40 of the fourth embodiment, the end portions of the side plate portions are abutted against each other, and the periphery is closed by a panel 87 ', and the role of a connecting portion of the water channels 90, 90' is provided.

【0036】図21は、河川の根固め工に本発明に係る
長尺ブロックを使用する例を示している。根固め工のう
ち、河床に埋設される構造体の構築に、最小ブロック2
個分より成る前記の長尺ブロック71を用い、それらを
平面形で正方形となるように結合し、さらにそれを千鳥
状に連結した状態が、図21(a)に示したものであ
る。長尺ブロック71の連結には側板部端部の結合相手
を利用する連結具91が用いられる。その結合相手を間
伐材等から成る木工92の結合にも用い、全体として木
工沈床が構成されている。
FIG. 21 shows an example in which the long block according to the present invention is used for river consolidation. The minimum block 2 for the construction of the structure buried in the riverbed
FIG. 21 (a) shows a state in which the long blocks 71 made up of individual pieces are used, and they are connected so as to form a square shape in a plan view, and are further connected in a zigzag pattern. To connect the long blocks 71, a connector 91 that uses a mating partner at the end of the side plate is used. The binding partner is also used for binding the woodworking 92 made of thinned wood or the like to form a woodworking floor as a whole.

【0037】図22は、道路の中央分離帯又は、車道と
歩道との分離設備として利用される本発明の長尺ブロッ
クの例示である。図22の場合、下段から上段へ、最小
ブロック数個分の長さの長尺ブロック93、93′及び
横向きにした実施例2のタイプの長尺ブロック86を積
み重ねて頂稜の幅の狭い横断面を持つ構築物を構築して
いるものである。構築物は側板要素55、58により周
囲を閉じ、各ブロック86、93…の内部空間には植物
75を生育させるために土壌となる中込材74が充填さ
れており、植生ブロックとしての機能を十分発揮するこ
とができる。なお、路隅には、図20(b)に示した桝
と同様の構造を持つ桝で連結された排水設備94も併設
される。
FIG. 22 is an illustration of a long block of the present invention used as a median strip of a road or a facility for separating a road from a sidewalk. In the case of FIG. 22, from the bottom to the top, the long blocks 93, 93 'having a length of the minimum number of blocks and the long blocks 86 of the type of the second embodiment which are laid sideways are stacked to cross the narrow width of the apex. It is what is building a structure with faces. The structure is closed by the side plate elements 55 and 58, and the interior space of each block 86, 93 ... Is filled with the infill material 74 which serves as soil for growing the plant 75, so that the function as a vegetation block is sufficiently exerted. can do. At the corner of the road, a drainage facility 94 having a structure similar to the one shown in FIG.

【0038】図23は、法面覆土工の構築に本発明に係
る長尺ブロックを使用した場合の例示である。本発明に
係る実施例1のタイプの長尺ブロック95は整地法面上
にそれと平行に横に並列に敷設されており、各ブロック
95は連結具91等によって互いに結合される。内部空
間には整地に伴って発生した現地発生土をポーラスな間
隙材96と共に充填することができるので、残土抑制に
寄与する。木工表面は覆土されるが、覆土材97の滑り
止め98として図21に示したような間伐材等から成る
木工を適当な配置で施すことができる。
FIG. 23 is an illustration of a case where the long block according to the present invention is used for constructing a slope cover work. The long blocks 95 of the type according to the first embodiment of the present invention are laid on the ground surface in parallel with and in parallel with each other, and the blocks 95 are connected to each other by a connector 91 or the like. Since it is possible to fill the internal space with the locally generated soil generated along with the leveling together with the porous interstitial material 96, it contributes to the suppression of the residual soil. Although the surface of the woodwork is covered with soil, woodworking such as thinning material as shown in FIG.

【0039】なお、各ブロック10…の係合溝19…に
は、補強部材を取り付けることができることは既に一部
説明している。その補強部材として図12ではパネル状
のものを例示しているが、それに限られるわけではな
く、例えば図24に示すような梁状ないしは筋交のよう
な支柱状のものも使用することができ、特に図24では
4角錐形の補強部材99を適用した例が示されている。
図25はパネル状の補強部材54の適用例を具体的に示
しており、構築物の隅角部では補強部材54′も交差状
のものを設けることができる。
It has already been partially explained that a reinforcing member can be attached to the engaging grooves 19 of each block 10. As the reinforcing member, a panel-shaped member is illustrated in FIG. 12, but the reinforcing member is not limited to this, and a beam-shaped member or a pillar-shaped member such as a braces as shown in FIG. 24 may be used. In particular, FIG. 24 shows an example in which a quadrangular pyramidal reinforcing member 99 is applied.
FIG. 25 specifically shows an application example of the panel-shaped reinforcing member 54, and the reinforcing member 54 ′ can also be provided in a cross shape at the corner portion of the structure.

【0040】このように本発明に係る構築用長尺ブロッ
クは、各種工法に適用可能であり、例示した擁壁、雨水
処理装置、河川構造の改修、法面、中央分離帯の構築等
に幅広く対応することができる。その際、長尺ブロック
は各種サイズ、様々な構造、形態を持つものを自由に組
み合わせ、側板部間を閉じたり開いたままとしたり、或
いは各種の側板要素を組み合わせて、容器としての機能
や水路としての機能とを持たせるという用途が可能であ
り、内部空間を充填してしまえば重量ブロックと同等の
ものともなるので用途は著しく広汎である。なお、長尺
ブロックの構成材料としてはコンクリートのほか、その
他の無機材料、プラスチック及びその他の有機材料を使
用可能である。
As described above, the construction long block according to the present invention can be applied to various construction methods, and is widely used for the retaining wall, rainwater treatment device, river structure repair, slope, median strip construction, etc. as illustrated. Can respond. At that time, long blocks can be freely combined with various sizes, various structures, and forms, and the side plate parts can be closed or left open, or various side plate elements can be combined to function as a container or water channel. It is possible to have a function as, and if the inner space is filled, it will be equivalent to a weight block, so the use is remarkably wide. In addition to concrete, other inorganic materials, plastics, and other organic materials can be used as the constituent material of the long block.

【0041】[0041]

【発明の効果】本発明は以上の如く構成されかつ作用す
るものであるから、多種多様な構築物の構築に適してお
り、長尺ブロックの敷設方向や積重構造を調整し、梁と
柱の組み合わせによる応力分散効果を奏し得るものであ
る、一方、内部空間に充填する材料として現場から生じ
た残土や再利用骨材を適用可能である環境の保全にも寄
与する等顕著な効果を奏する。
Since the present invention is constructed and operates as described above, it is suitable for constructing a wide variety of constructions, and by adjusting the laying direction of long blocks and the stacking structure, it is possible to It is possible to exert a stress dispersion effect by the combination, and on the other hand, it is possible to apply the residual soil generated from the site or the recycled aggregate as a material for filling the internal space, and it also has a remarkable effect such as contributing to the preservation of the environment.

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

【図1】(a)本発明に係る構築用長尺ブロックの実施
例1を示す平面図。 (b)同上の側面図。 (c)同じく端面図。 (d)同じく下面図。
1A is a plan view showing a first embodiment of a long block for construction according to the present invention. FIG. (B) The side view same as the above. (C) Similarly, an end view. (D) Similarly, a bottom view.

【図2】(a)実施例1のブロックの上方から見た斜視
図。 (b)実施例1のブロックの下方から見た斜視図。
FIG. 2A is a perspective view of the block according to the first embodiment as viewed from above. (B) The perspective view seen from the lower part of the block of Example 1.

【図3】(a)本発明の実施例2を示す平面図。 (b)同上の側面図。 (c)同じく下面図。 (d)同じく端面図。 (e)図2(a)のE−E線断面図。FIG. 3A is a plan view showing a second embodiment of the present invention. (B) The side view same as the above. (C) Similarly, a bottom view. (D) Similarly, an end view. (E) The EE sectional view taken on the line of FIG.

【図4】(a)実施例2のブロックの上方から見た斜視
図。 (b)実施例2のブロックの下方から見た斜視図。
FIG. 4A is a perspective view of the block according to the second embodiment as viewed from above. (B) The perspective view seen from the lower part of the block of Example 2.

【図5】(a)本発明の実施例3を示す平面図。 (b)同上の側面図。 (c)同じく下面図。 (d)同じく端面図。FIG. 5A is a plan view showing a third embodiment of the present invention. (B) The side view same as the above. (C) Similarly, a bottom view. (D) Similarly, an end view.

【図6】(a)実施例3のブロックの上方から見た斜視
図。 (b)実施例3のブロックの下方から見た斜視図。
FIG. 6A is a perspective view of the block according to the third embodiment as viewed from above. (B) The perspective view seen from the lower part of the block of Example 3.

【図7】(a)本発明の長尺ブロックと併用する最小ブ
ロックの平面図。 (b)同上の側面図。 (c)同じく下面図。
FIG. 7A is a plan view of a minimum block used in combination with the long block of the present invention. (B) The side view same as the above. (C) Similarly, a bottom view.

【図8】(a)図7(a)のVIIIA−VIIIA線
断面図。 (b)図7(a)のVIIIB−VIIIB線断面図。 (c)図8(b)の囲み部の拡大断面図。
8A is a sectional view taken along line VIIIA-VIIIA in FIG. (B) VIIIB-VIIIB sectional view taken on the line of Fig.7 (a). (C) An enlarged cross-sectional view of the surrounding portion of FIG. 8 (b).

【図9】本発明の変形例を示すL字型ブロックの斜視
図。
FIG. 9 is a perspective view of an L-shaped block showing a modified example of the present invention.

【図10】同じくT字型ブロックの斜視図。FIG. 10 is a perspective view of the same T-shaped block.

【図11】同じく十字型ブロックの斜視図。FIG. 11 is a perspective view of the cross block.

【図12】本発明に係る長尺ブロックの構成要素である
側板要素の例を示す斜視図。
FIG. 12 is a perspective view showing an example of a side plate element which is a constituent element of the long block according to the present invention.

【図13】同じく側板要素の他の例を示す斜視図。FIG. 13 is a perspective view showing another example of the side plate element.

【図14】さらに他の側板要素の例を示す斜視図。FIG. 14 is a perspective view showing an example of still another side plate element.

【図15】ブロック同士の結合手段の例示のための斜視
図。
FIG. 15 is a perspective view for exemplifying a coupling means for blocks.

【図16】(a)本発明ブロックの適用例を示す多段積
み擁壁の説明図。 (b)同じくもたれ擁壁の説明図。
FIG. 16 (a) is an explanatory view of a multi-tiered retaining wall showing an application example of the block of the present invention. (B) Explanatory drawing of a leaning retaining wall.

【図17】(a)同じく直積み擁壁の説明図。 (b)同じく井桁積み擁壁の説明図。FIG. 17 (a) is also an explanatory view of a directly stacked retaining wall. (B) Explanatory drawing of the retaining wall of the same girder.

【図18】同じく直積み軽量盛土擁壁の説明図。FIG. 18 is an explanatory view of a directly stacked lightweight embankment retaining wall.

【図19】(a)同じく暗渠側溝の説明のための斜視
図。 (b)同じく側面図。 (c)同じく横断面図。
FIG. 19 (a) is also a perspective view for explaining the underdrain side groove. (B) Similarly, a side view. (C) Similarly, a cross-sectional view.

【図20】(a)同じく雨水を利用した栽培システムの
説明図。 (b)同じく桝の例を示す斜視図。
FIG. 20 (a) is an explanatory diagram of a cultivation system that also uses rainwater. (B) The perspective view which similarly shows the example of a grid.

【図21】(a)同じく木工沈床の説明図。 (b)同じく縦断面図。FIG. 21 (a) is an explanatory view of a woodworking floor. (B) Similarly, a longitudinal sectional view.

【図22】同じく中央分離帯の例を示す横断面図。FIG. 22 is a transverse sectional view showing an example of the median strip.

【図23】同じく法面覆土工の説明図。FIG. 23 is an explanatory view of slope covering work.

【図24】補強部材の例を示す斜視図。FIG. 24 is a perspective view showing an example of a reinforcing member.

【図25】構築物における補強部材の態様を示す斜視
図。
FIG. 25 is a perspective view showing a mode of a reinforcing member in the structure.

【符号の説明】[Explanation of symbols]

10、20、20′、30、40、51、52、53、
71、79、81、85、86、93、93′、95
長尺ブロック 13、14、23、24、33、34、43、44 側
板部 16、26、36、46 内部空間 17、37、47 嵌合手段 18、28、48 嵌合手段 19、29、39、49 係合溝 55、58、87 側板要素
10, 20, 20 ', 30, 40, 51, 52, 53,
71, 79, 81, 85, 86, 93, 93 ', 95
Long blocks 13, 14, 23, 24, 33, 34, 43, 44 Side plate portions 16, 26, 36, 46 Internal spaces 17, 37, 47 Fitting means 18, 28, 48 Fitting means 19, 29, 39 , 49 Engaging grooves 55, 58, 87 Side plate elements

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 前後左右に並べられ、或いは上下に積み
重ねられることにより、所望の構築物を構築するための
長尺ブロックであって、長尺ブロックの本体は、所定の
幅で少なくとも一方向へ延びている平板部と、平板部の
並行する側面において、平板部から直交方向に延びてい
る一対の側板部と、平板部と側板部とで囲まれる内部空
間とを有しており、本体には、側板部間に配置される側
板要素を嵌め合わせるための嵌合手段が備わっているこ
とを特徴とする構築用長尺ブロック。
1. A long block for constructing a desired structure by arranging it in front, rear, left and right directions or by stacking it vertically, the main body of the long block extending in at least one direction with a predetermined width. Has a flat plate portion, a pair of side plate portions extending in the orthogonal direction from the flat plate portion on parallel side surfaces of the flat plate portion, and an internal space surrounded by the flat plate portion and the side plate portion. , A long block for construction, comprising fitting means for fitting side plate elements arranged between the side plate parts.
【請求項2】 平板部は梁から成る部材を四辺形状に結
合した梁枠状構造を有する請求項1記載の構築用長尺ブ
ロック。
2. The long block for construction according to claim 1, wherein the flat plate portion has a beam frame-like structure in which members made of beams are connected in a quadrilateral shape.
【請求項3】 平板部は四辺形を単位とする梁枠状構造
を複数個連結した大きさを有する請求項1又は2記載の
構築用長尺ブロック。
3. The long block for construction according to claim 1, wherein the flat plate portion has a size in which a plurality of beam frame-shaped structures each having a quadrilateral shape are connected.
【請求項4】 側板部は四辺形状を有する平板部の四隅
に相当する箇所から延びている柱状構造を有する請求項
1記載の構築用長尺ブロック。
4. The construction long block according to claim 1, wherein the side plate portion has a columnar structure extending from portions corresponding to four corners of the flat plate portion having a quadrilateral shape.
【請求項5】 嵌合手段は、柱状構造を有する側板部に
形状されている凹溝であり、そこに側板要素の両側辺を
嵌め合わせるようになっている請求項1記載の構築用長
尺ブロック。
5. The long construction for construction according to claim 1, wherein the fitting means is a concave groove formed in the side plate portion having a columnar structure, and both side edges of the side plate element are fitted therein. block.
JP2002123137A 2002-04-24 2002-04-24 Long block for construction Expired - Fee Related JP4227356B2 (en)

Priority Applications (1)

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Application Number Priority Date Filing Date Title
JP2002123137A JP4227356B2 (en) 2002-04-24 2002-04-24 Long block for construction

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Publication Number Publication Date
JP2003313974A true JP2003313974A (en) 2003-11-06
JP4227356B2 JP4227356B2 (en) 2009-02-18

Family

ID=29538563

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Application Number Title Priority Date Filing Date
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Country Link
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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007021880A1 (en) * 2005-08-10 2007-02-22 New Technology Resources, Inc. Continuous chamber mass confinement cells and methods of use thereof
US7198435B2 (en) 2004-05-11 2007-04-03 New Technology Resources, Inc. Continuous chamber environment resistant retaining wall block and methods of use thereof
JP2007247354A (en) * 2006-03-20 2007-09-27 Toda Constr Co Ltd Lightweight banking construction, resin foam block body for the same, and its construction method
US7854573B2 (en) 2005-05-11 2010-12-21 New Technology Resources, Inc. Landscaping products including continuous chamber mass confinement cells and methods of use thereof
JP2012077530A (en) * 2010-10-04 2012-04-19 Hayashi Bussan Hatsumei Kenkyusho:Kk Skeleton part of dike and reinforcement method for dike forming skeleton part
JP2020023840A (en) * 2018-08-08 2020-02-13 裕弘 増田 Wave dissipating block

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US7198435B2 (en) 2004-05-11 2007-04-03 New Technology Resources, Inc. Continuous chamber environment resistant retaining wall block and methods of use thereof
US7854573B2 (en) 2005-05-11 2010-12-21 New Technology Resources, Inc. Landscaping products including continuous chamber mass confinement cells and methods of use thereof
WO2007021880A1 (en) * 2005-08-10 2007-02-22 New Technology Resources, Inc. Continuous chamber mass confinement cells and methods of use thereof
US7866923B2 (en) 2005-08-10 2011-01-11 New Technology Resources, Inc. Continuous chamber mass confinement cells and methods of use thereof
JP2007247354A (en) * 2006-03-20 2007-09-27 Toda Constr Co Ltd Lightweight banking construction, resin foam block body for the same, and its construction method
JP2012077530A (en) * 2010-10-04 2012-04-19 Hayashi Bussan Hatsumei Kenkyusho:Kk Skeleton part of dike and reinforcement method for dike forming skeleton part
JP2020023840A (en) * 2018-08-08 2020-02-13 裕弘 増田 Wave dissipating block
JP7099785B2 (en) 2018-08-08 2022-07-12 裕弘 増田 Wave-dissipating block

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