JPS6013860Y2 - block - Google Patents

block

Info

Publication number
JPS6013860Y2
JPS6013860Y2 JP9454979U JP9454979U JPS6013860Y2 JP S6013860 Y2 JPS6013860 Y2 JP S6013860Y2 JP 9454979 U JP9454979 U JP 9454979U JP 9454979 U JP9454979 U JP 9454979U JP S6013860 Y2 JPS6013860 Y2 JP S6013860Y2
Authority
JP
Japan
Prior art keywords
block
protrusions
slope
view
rainwater
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.)
Expired
Application number
JP9454979U
Other languages
Japanese (ja)
Other versions
JPS5613152U (en
Inventor
泰常 池永
康夫 高森
五男利 菊池
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP9454979U priority Critical patent/JPS6013860Y2/en
Publication of JPS5613152U publication Critical patent/JPS5613152U/ja
Application granted granted Critical
Publication of JPS6013860Y2 publication Critical patent/JPS6013860Y2/en
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 本案は法面上に組積されるコンクリートブロックに係る
ものである。
[Detailed description of the invention] This invention relates to concrete blocks that are laid on a slope.

従来この種のブ陥ツクは第1図に示すように、方形板の
四隅を欠截してなる六角形主版aの外周縁に沿って額縁
すを隆設し、前記欠截部より接続鉄筋Cを突設して構成
され、前記ブロックを法面に縦横に組積し、上下左右4
個のブロック欠截部によって囲繞された接合空間におい
て前記接続鉄筋C相互間を連結するとともに、同空間に
接合用コンクリートを充填して各ブロックを接合してい
る。
Conventionally, as shown in Fig. 1, this type of book has a hexagonal main plate a formed by cutting out the four corners of a rectangular plate, and has a frame raised along the outer periphery, and is connected from the cutout. It is constructed by protruding reinforcing bars C, and the blocks are stacked vertically and horizontally on the slope.
The connecting reinforcing bars C are connected to each other in a joint space surrounded by the cutout portions of each block, and the blocks are joined by filling the space with joint concrete.

しかしながら前記従来のブロック組積体表面を流れる法
面上方からの雨水等によって、第2図に示すようにブロ
ックの下部額縁すの上縁に塵芥dが滞溜し、著しく法面
の美観を損なう憾みがあった。
However, due to rainwater flowing from above the slope on the surface of the conventional block masonry, dust accumulates on the upper edge of the lower frame of the block, as shown in Figure 2, and the aesthetic appearance of the slope is significantly impaired. I felt regret.

このような欠陥を除去するため、本考案者等は糞に昭和
5坪実用新案登録願第111608号(実開昭55−2
8677号公報参照)において、方形板の四隅に夫々対
角線と直交する欠截部を設けてなる六角形主版の四隅に
、前記欠截部に沿って位置する突隆条を配設したブロッ
クを提案したが、同ブロックは方形板の四隅を欠截した
六角形主版より構成されているので、製作が面倒であり
、また主版の隅角部において相隣るブロックの欠截部間
に形成された空所で欠截部より突設された鉄筋を連結し
て接合コンクリートを打設しなければならないため、施
工や繁雑であり、地盤が安定している場所や、勾配の緩
徐な場所等で連結鉄筋を必要としない個所では不経済の
誇を免れない。
In order to eliminate such defects, the inventors of the present invention have decided to file 1975 Utility Model Registration Application No. 111608 (Utility Model Application No. 111608
No. 8677), a hexagonal main plate is provided with notches perpendicular to the diagonal at each of the four corners of a rectangular plate, and a block is provided with protruding ridges located along the notches at the four corners of the hexagonal main plate. However, this block is made up of a hexagonal main plate with four corners cut out from a rectangular plate, so it is cumbersome to manufacture. Because the reinforcing bars protruding from the cutout must be connected in the void created and joint concrete placed, construction is complicated and difficult, and it is not suitable for locations where the ground is stable or where the slope is gentle. In places where connecting reinforcing bars are not required, it is inevitable that it will be uneconomical.

本案はこのような欠陥を除去するために提案されたもの
であって、方形板の四隅に夫々その内側縁が対角線と直
交する突隆部を配設するとともに、前記方形板の各辺に
おける前記突隆部の相隣る端部間を低い雨水等の流通部
に形成してなることを特徴とするブロックに係るもので
ある。
The present invention has been proposed in order to eliminate such defects, and includes providing protrusions at each of the four corners of the square plate, the inner edges of which are perpendicular to the diagonal line, and The present invention relates to a block characterized in that a low flow area for rainwater, etc. is formed between adjacent end portions of protruding portions.

本案に係るブロックは前記したように構成されていて、
同ブロックを法面上に縦横に配列組積するものである。
The block related to this proposal is configured as described above,
The same blocks are laid out vertically and horizontally on a slope.

而して本案のブロックは前記したように方形主版の四隅
に、夫々その内側縁が対角線と直交する突隆部が設けら
れるとともに前記方形板の各辺における前記突隆部の相
隣る端部間を低い雨水等の流通部に形成したので、法面
の上方から流下する雨水等は各ブロックの方形版上端縁
における左右に相対する突隆部の中間の低い雨水等の流
通部より主版表面に導かれ、更に同主版上に配設された
前記同突隆部の内側縁に案内されて流下腰ブロックの方
形版下端縁における左右に相対する突隆部の内側縁に案
内されて間両突隆部の中間の低い雨水等の流通部から下
位のブロックの主版表面に導かれるものである。
As described above, the block of the present invention is provided with protrusions at the four corners of the rectangular main plate, the inner edges of which are perpendicular to the diagonal line, and the adjacent ends of the protrusions on each side of the rectangular plate. Since the space between the sections is formed into a low rainwater circulation area, rainwater flowing down from above the slope is mainly absorbed from the low rainwater circulation area between the left and right opposing protrusions on the upper edge of each block. It is guided by the surface of the plate, further guided by the inner edges of the protrusions disposed on the main plate, and guided by the inner edges of the protrusions opposite to the left and right at the lower end edge of the rectangular plate of the falling waist block. Rainwater is guided to the main surface of the lower block from the low flow area between the two protrusions.

この際、前記各突隆部の内側縁は前記主版の四隅におい
て対角線と直交して配設されているので、同内側縁は前
記主版上において水平線と斜交して配設されていること
となり、法面を流下する雨水等は同突隆部の内側縁に案
内されて下方に流過し、同雨水等によって運ばれた塵芥
が突隆部に滞溜する惧れがなく、従って前記従来のブロ
ックを使用した場合のように、法面の美観を損なう惧れ
がなくなるものである。
At this time, since the inner edges of each of the protrusions are disposed perpendicularly to the diagonal line at the four corners of the main plate, the inner edges are disposed obliquely to the horizontal line on the main plate. As a result, rainwater flowing down the slope is guided by the inner edge of the ridge and flows downward, and there is no risk that debris carried by the rainwater will accumulate on the ridge. This eliminates the risk of spoiling the aesthetic appearance of the slope, which is the case when the conventional blocks are used.

また本案に係るブロックは方形主版の隅角部が欠截され
ることがないので、製作が簡単であり、また前記従来の
ものにおけるように、縦横に相隣るブロックの隅角部に
形成された空間において接合用鉄筋を連結し、接合コン
クリートを充填する必要がなく、単に法面上に縦横に組
積するだけでよいので、施工が著しく簡略化されるもの
である。
In addition, the block according to the present invention is easy to manufacture because the corners of the rectangular main block are not cut out, and unlike the conventional block, the blocks are formed at the corners of vertically and horizontally adjacent blocks. There is no need to connect reinforcing bars for joints in the space provided and fill with joint concrete, and it is sufficient to simply lay masonry vertically and horizontally on the slope, which greatly simplifies construction.

以下本案を図示の実施例について説明する。The present invention will be described below with reference to the illustrated embodiments.

1は方形主版で、その四隅には夫々その内側縁が対角線
と直交する突隆部2が配設され、方形主版1の各辺にお
ける前記突隆部2の相隣る端部間が低い雨水等の流通部
に形成されている。
Reference numeral 1 designates a rectangular main plate, and protrusions 2 whose inner edges are perpendicular to the diagonal line are arranged at each of the four corners of the rectangular main plate 1. It is formed in areas where low rainwater flows.

また主版1の中央には底部各辺が前記各突隆部2の内側
縁と平行な截頭四角錐状の突出部3が設けられる。
Further, in the center of the main plate 1, there is provided a protrusion 3 in the shape of a truncated quadrangular pyramid, each side of the bottom being parallel to the inner edge of each of the protrusions 2.

゛なおこの突出部3は円墳、その他多角墳等任意の形状
に構成されるものである。
゛The protruding portion 3 may be formed into any shape such as a circular tomb or other polygonal tomb.

而して前記のように構成されたブロックAを第7図及び
第8図に示すように、法面Bに縦横に配列組積するもの
である。
The blocks A constructed as described above are laid out in rows and columns on a slope B as shown in FIGS. 7 and 8.

法面の上方より流下する雨水等は第7図の矢印で示すよ
うに、ブロックAの主版1における上端縁の相隣る突隆
部2,2の中間の低い雨水等の流通部より主版1上を流
下して、中央突出部3と四隅の突出部2の内側縁とに案
内されて、主版1上を流下して、下位のブロックAの主
版1における上端縁の相隣る突隆部2,2の間隙より同
下位のブロックAの主版1上に導かれ、以下同様にして
雨水等はブロック組積体表面を流下し、ブロックAの表
面に雨水等によって運ばれた塵芥が滞溜する惧れかない
As shown by the arrow in Figure 7, the rainwater flowing down from above the slope is mainly flowing from the low rainwater flowing part between the adjacent protrusions 2, 2 on the upper edge of the main plate 1 of block A. It flows down on the main version 1, guided by the central protrusion 3 and the inner edges of the four corner protrusions 2, and flows down on the main version 1, so that the upper edge of the lower block A on the main version 1 is adjacent to the upper edge of the lower block A. The rainwater is guided from the gap between the protrusions 2 and 2 onto the main plate 1 of the block A at the same lower level, and in the same manner, rainwater, etc. flows down the block masonry surface and is carried by the rainwater etc. to the surface of the block A. There is no danger that garbage will accumulate.

第9図は前記ブロックの3点支持試験を想定したもので
あり、前記中央突出部3の存在によってブロックAの中
央断面が増大され、大荷重に対して十分耐えうるもので
ある。
FIG. 9 assumes a three-point support test for the block, and the presence of the central protrusion 3 increases the central cross-section of the block A, so that it can sufficiently withstand a large load.

第10図乃至第12図は本案ブロックの他の実施例を示
し、第10図に示したブロックAは背面に凹所4がえぐ
り取られており、また第11図に示したブロックAは背
面に控片5が突設され、更に第12図に示したブロック
Aは中央突出部3が省略されている。
FIGS. 10 to 12 show other embodiments of the proposed blocks. The block A shown in FIG. 10 has a recess 4 cut out on the back surface, and the block A shown in FIG. A retaining piece 5 is provided in a protruding manner, and the central protruding portion 3 is omitted in the block A shown in FIG.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来のブロックの平面図、第2図は従来のブロ
ックを法面に組積した状態を示す縦断側面図、第3図は
本案に係るブロックの一実施例を示す斜面図、第4図は
その平面図、第5図はその側面図、第6図はその底面図
、第7図は前記ブロックを法面に組積した状態を示す平
面図、第8図はその縦断側面図、第9図は本案のブロッ
クの3点荷重支持試験状態を示す縦断面図、第10A図
は本案に係るブロックの他の実施例を、左半部を平面図
で、右半部を底面図で示したもの、第10B図はその側
面図、第11A図は本案に係るブロックの他の実施例を
、左半部を平面図で、右半部を底面図で示したもの、第
11B図はその側面図、第12A図は本案に係るブロッ
クの更に他の実施例を、左半部を平面図で、右半部を底
面図で示したもの、第12B図はその側面図である。 1・・・・・・主版、2・・・・・・突隆部。
Fig. 1 is a plan view of a conventional block, Fig. 2 is a vertical cross-sectional side view showing a state in which the conventional block is stacked on a slope, Fig. 3 is a slope view showing an embodiment of the block according to the present invention, Fig. 4 is a plan view thereof, Fig. 5 is a side view thereof, Fig. 6 is a bottom view thereof, Fig. 7 is a plan view showing the blocks stacked on a slope, and Fig. 8 is a longitudinal side view thereof. , FIG. 9 is a vertical cross-sectional view showing the state of a three-point load support test of the block according to the present invention, and FIG. 10A is a plan view of the left half and a bottom view of the right half of another embodiment of the block according to the present invention. Fig. 10B is a side view thereof, Fig. 11A is another embodiment of the block according to the present invention, the left half is shown in a plan view, the right half is shown in a bottom view, Fig. 11B 12A is a side view of the block, FIG. 12A is a plan view of the left half and a bottom view of the right half of another embodiment of the block according to the present invention, and FIG. 12B is a side view thereof. 1...Main version, 2...Protrusion part.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 方形板の四隅に夫々その内側縁が対角線と直交する突隆
部を配設するとともに、前記方形板の各辺における前記
突隆部の相隣る端部間を低い雨水等の流通部に形成して
なることを特徴とするブロック。
Protrusions are provided at each of the four corners of the square plate, and the inner edges thereof are perpendicular to the diagonal line, and a region between adjacent ends of the protrusions on each side of the square plate is formed into a low flow area for rainwater, etc. A block characterized by:
JP9454979U 1979-07-11 1979-07-11 block Expired JPS6013860Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP9454979U JPS6013860Y2 (en) 1979-07-11 1979-07-11 block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP9454979U JPS6013860Y2 (en) 1979-07-11 1979-07-11 block

Publications (2)

Publication Number Publication Date
JPS5613152U JPS5613152U (en) 1981-02-04
JPS6013860Y2 true JPS6013860Y2 (en) 1985-05-02

Family

ID=29327429

Family Applications (1)

Application Number Title Priority Date Filing Date
JP9454979U Expired JPS6013860Y2 (en) 1979-07-11 1979-07-11 block

Country Status (1)

Country Link
JP (1) JPS6013860Y2 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53113542U (en) * 1977-02-18 1978-09-09
JPH0491Y2 (en) * 1985-04-06 1992-01-06

Also Published As

Publication number Publication date
JPS5613152U (en) 1981-02-04

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