JPS6016606A - Clustered block - Google Patents

Clustered block

Info

Publication number
JPS6016606A
JPS6016606A JP12218083A JP12218083A JPS6016606A JP S6016606 A JPS6016606 A JP S6016606A JP 12218083 A JP12218083 A JP 12218083A JP 12218083 A JP12218083 A JP 12218083A JP S6016606 A JPS6016606 A JP S6016606A
Authority
JP
Japan
Prior art keywords
block
blocks
joint
colony
octagonal
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.)
Pending
Application number
JP12218083A
Other languages
Japanese (ja)
Inventor
Ryuhei Murai
村井 隆平
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.)
SHIMOJI MASAYOSHI
Original Assignee
SHIMOJI MASAYOSHI
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 SHIMOJI MASAYOSHI filed Critical SHIMOJI MASAYOSHI
Priority to JP12218083A priority Critical patent/JPS6016606A/en
Publication of JPS6016606A publication Critical patent/JPS6016606A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/04Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
    • E02B3/12Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
    • E02B3/14Preformed blocks or slabs for forming essentially continuous surfaces; Arrangements thereof

Abstract

PURPOSE:To raise resistance not only to deformation of the ground but also to scouring of clustered blocks by making up a clustered block from octagonal blocks and joint blocks to connect the octagonal blocks serially together. CONSTITUTION:A clustered block consists of octagonal blocks 1 having central outside faces of octagonal columnar form and also 26-faced whole body, inner frames 3 to form through hollows 2 in the octagonal block 1, packings 4 provided to the inside of the neck of the inner frame 3, a buffer serving as a stabilizer, e.g., sand, etc., packed into the inner frame 3, and joint blocks 6 to cennect the plural octagonal blocks 1 serially together. In the joint block 6, an oblong ball 6a is connected to the tip of a round columnar part 6b whose both sides are tapered. The octagonal blocks 1 and the joint blocks 6 are all made of reinforced concrete.

Description

【発明の詳細な説明】 本発明は河川の護岸工事や泥土地帯の基礎工事、b床工
事およびブロック前面のカーテン工事等に好適なt11
規発明の群体プpツクに関するものである〇 河川の1.(防や海浜の防波堤および河川敷の釣床工串
をする場合には、現地の砂質地盤および河川の流速や海
岸の波高を考慮し、用途別ブロックを遠定してから現地
にブロックヤードを設定し、型枠をブロックヤード内に
搬入して生コンクリートを打設していたが、広いブロッ
クヤードの設定等の現場作業が多い等作秦効率が悲く、
がっ、各ブロック同志の連結がなく水力に対する抗力が
極めて弱く、シかも、ブロック前面が次第に洗堀されて
滑動する等の欠点があった。
[Detailed Description of the Invention] The present invention is a t11 suitable for river bank protection work, foundation work in muddy land areas, b-floor work, curtain work in front of blocks, etc.
1 of the river, which relates to the colony plant of the present invention. (When constructing a fishing bed on a seashore or a breakwater on a riverbed, consider the local sandy ground, river flow velocity, and wave height on the coast, and determine the distance of blocks for each purpose before constructing a block yard at the site.) The concrete was set up, the formwork was carried into the block yard, and ready-mixed concrete was poured.
However, since the blocks were not connected to each other, the resistance against hydraulic force was extremely weak, and the front surfaces of the blocks were gradually scoured and slid.

本発明は上記の欠点に鑑み、現地でのブロックヤードが
狭くてすみ、現地での地面の変化に簡単に適応でき、耐
荷重の支持力の小さい地盤でも敷均しがカイ1単にでき
、しかも、工場生産が可能で均一な品質のブロックが6
2産でき、1勘の短縮化が行えるばかりでなく、数珠っ
なきされているので洗堀にも強い群体プリッタを提供せ
んとするものである。
In view of the above-mentioned drawbacks, the present invention requires only a small on-site block yard, can easily adapt to changes in the on-site ground, and can easily level the ground even on ground with low load-bearing capacity. , 6 blocks of uniform quality that can be produced in a factory
The aim is to provide a colony splitter that not only can produce two eggs and shorten the number of guesses required for one, but also has no beads, making it resistant to scouring.

以下図面により本発明実施の1例を説明する。An example of implementing the present invention will be described below with reference to the drawings.

本発明の811体プルツク、中央外形面が何れも八角柱
で全体が26面体の六角ブロック(1)と、六角プ四ツ
ク(1)に貫通中空部(2)を形成させる内枠(3)−
と、内枠(3)のネック(駐)内側に設けたバッキング
(4)および内枠(3)内へ充填した砂等の安定材を兼
ねる緩衝材(5)と、複数個の六角ブロック(l(、(
1)を数珠つなぎするジヨイントブロック(6)とから
構成されている。
The 811-piece pull block of the present invention includes a hexagonal block (1) whose central external surface is an octagonal prism and whose entire surface is a 26-sided block, and an inner frame (3) in which a through-hole (2) is formed in the hexagonal block (1). −
, a backing (4) provided inside the neck (parking) of the inner frame (3), a cushioning material (5) that also serves as a stabilizing material such as sand filled into the inner frame (3), and a plurality of hexagonal blocks ( l(,(
1) and a joint block (6) for stringing beads together.

本発明の主体となる六角プ田ツタ(1)は、中央外形面
が何れも八角柱で外面が18個の四角形と8個の三角形
とからなる26面体で構成され、中心部に内枠(3)を
埋設した状態で鉄筋コンクリートで成型されている。
The hexagonal puta ivy (1), which is the subject of the present invention, is composed of a 26-hedron whose central outer surface is an octagonal prism, whose outer surface is composed of 18 squares and 8 triangles, and has an inner frame ( 3) are buried and molded with reinforced concrete.

六角ブロック(1)の貫通中空部(2)に内蔵される内
枠+3>は、円筒形胴体(6h)の両側にネック(3り
を堺に外方へ拡がった開口縁(6C)が形成されており
、塩化ビニール等で成型されている。
The inner frame +3, which is built into the penetrating hollow part (2) of the hexagonal block (1), has an opening edge (6C) that expands outward with the neck (3) on both sides of the cylindrical body (6h). It is molded from vinyl chloride, etc.

内枠(3)のネック(3a)内側に設けたバッキング(
4)は、予め先着若しくは溶着しておきジヨイントブロ
ック(6)と内枠(3)との衝撃を緩衝させるもので、
地化ビニール樹脂その他の合成ゴムでリング状に成型さ
れている。また内枠(3)の下部に充填する砂等の緩衝
材(5)は、六角プ四ツク11)を成型する時にジヨイ
ントブロック(6)、(6)の枦円球(6α)、(6a
)を安定した状態に#止させると共に、施工時にジヨイ
ントブロック(6)と内枠(3)との衝撃を緩衝させる
役割を果す。
The backing (
4) is a material that is first-come-first-served or welded in advance to buffer the impact between the joint block (6) and the inner frame (3);
It is molded into a ring shape using vinyl resin or other synthetic rubber. In addition, the cushioning material (5) such as sand filled in the lower part of the inner frame (3) is used when molding the hexagonal block (6), the hexagonal ball (6α) of (6), ( 6a
) in a stable state, and also serves to buffer the impact between the joint block (6) and the inner frame (3) during construction.

六角プ四ツク(1)、(t)を数珠つなぎするジヨイン
トブロック(6)は、両側が先細テーパー状の円柱部(
6b)の先端に楕円球(6G)を連設したもので、鉄筋
コンクリートで成型されている。この楕円球(6a)の
先端には他のジヨイントブロック(6)と!b5するた
めのフック(7)が植設されている。
The joint block (6) that connects the hexagonal four-pieces (1) and (t) is a cylindrical part with tapered ends (
6b) has an oval sphere (6G) connected to its tip, and is molded from reinforced concrete. At the tip of this oval sphere (6a) is another joint block (6)! A hook (7) is installed for b5.

六角ブロック11)、11)をジヨイントブロック(6
)で数珠つなぎするには、先ず、ジヨイントブロック(
6)を鉄筋コンクリートで成型する。次に、第5図で示
す六角ブνツク(1)成形用の下枠(8)に配筋すると
共に、二つ割りした内枠(3)の下内枠(3d)および
外方縦長に拡がるテーパーパイプ(図示しない)をセッ
トする。次いで、下内枠(3d)に緩衝材(5)を充填
し、この緩衝材(5)上にジヨイントブロック(6)の
楕円球(6α)を載置すると共に、下枠(8)に付設さ
れ受金具OIに掛止された掛金具011に載置してジヨ
イントブロック(6)を安定させる。また、ジヨイント
ブロック(6)、(6)の楕円球(6a)、(6a)を
フック(7)、(7)で連結する。次いで、下内枠(3
d)に上内枠(図示しない)を載置し、下枠(8)の配
筋と同じく上梓(12の配筋をなし、この下枠(8)の
鉄筋と上枠(121の鉄筋の接合面を溶着し、開口部(
9)よりコンクリートを打設する。尚、このコンクリー
ト打設作業に際し、瞬接する下枠(81、+8)は、下
枠(8)の正背面に各対設した受金具(131と他の下
枠(8)の受金具031間にバー(+41をセットして
固定される。
Connect the hexagonal blocks 11) and 11) to the joint block (6
) To connect beads, first, use the joint block (
6) is molded with reinforced concrete. Next, reinforcement is placed on the lower frame (8) for forming the hexagonal block (1) shown in Fig. 5, and the lower inner frame (3d) of the inner frame (3) which is divided into two and the taper extending vertically outward. Set the pipe (not shown). Next, the lower inner frame (3d) is filled with a cushioning material (5), the ellipsoidal sphere (6α) of the joint block (6) is placed on the cushioning material (5), and the lower inner frame (8) is filled with a cushioning material (5). The joint block (6) is stabilized by placing it on the latch 011 attached and hooked to the receiving metal fitting OI. Further, the elliptical spheres (6a), (6a) of the joint blocks (6), (6) are connected by hooks (7), (7). Next, the lower inner frame (3
Place the upper inner frame (not shown) on d), make the upper frame (12) reinforcing the same as the lower frame (8), and connect the reinforcing bars of this lower frame (8) and the upper frame (121). Weld the joint surfaces and open the opening (
9) Place more concrete. In addition, during this concrete pouring work, the lower frames (81, +8) that are in instant contact are connected between the receiving metal fittings (131) installed oppositely on the front back of the lower frame (8) and the receiving metal fittings 031 of the other lower frame (8). The bar (+41) is set and fixed.

このように順次ジヨイントブロック(6)″′C数珠つ
なぎされた六角ブロック(1) 、 、 、は、5〜1
5個で一連の群体ブpツクとして使用される。
In this way, the hexagonal blocks (1), , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , , are 5 to 1
Five are used as a series of colony books.

このような構成からなる群体ブロックは、従来の蛇篭工
法、泥土地帯の基礎工事、プ田ツク前面のカーテン工事
、置床工事、ブロック間の帯工事十字ブロックによる工
事等の代替用として広い用途に使用できる。
Group blocks with such a configuration can be used in a wide range of applications as an alternative to the conventional gabion construction method, foundation work in muddy areas, curtain work in front of puta tsuku, bed laying work, and work using cross blocks for band work between blocks. can.

以上のように本発明に係る群体ブロックは、貫通中空部
(2)にジヨイントブロック(6)、+61の什1円球
(6a)、(6α)を若干滑動できる余裕状態で埋設し
た26面体の六角プνツク(1)をジヨイントブロック
(6)で数珠つなぎしたもので、−個当りのプ四ツク重
量が従来のブロックよりG、 ffiであり、工場生産
が可能となり、均一な品質のブロックが生産でき、ブロ
ックヤードが狭くてすむと共に1肋の短縮化が行え、し
かも、現地の地形に合せてジヨイントブロック(6)が
滑動して無理なく築堤工事等が行える。また、従来のブ
ロックではブロック前面の洗堀によってブロックが滑動
して埠防嫉林の要因となっていたが、群1体ブロックで
は充分対応できる。
As described above, the group block according to the present invention is a 26-sided structure in which a joint block (6), +61 tithe spheres (6a), (6α) are buried in a penetrating hollow part (2) with enough room to slide a little. The hexagonal blocks (1) are strung together with joint blocks (6), and the weight per block is G, ffi less than that of conventional blocks, allowing for factory production and uniform quality. blocks can be produced, the block yard is not required to be narrow, and one wall can be shortened.Moreover, the joint block (6) slides according to the local topography, and embankment construction etc. can be carried out easily. In addition, with conventional blocks, the blocks would slide due to the scour on the front of the block, causing the block to become erected, but a group of one block can sufficiently deal with this problem.

さらに、この群体ブロックでは、耐荷重の支持力のない
地盤の悪い個所でも、敷均し工事が容易に行える。
Furthermore, with this group block, leveling work can be easily carried out even in areas where the ground is poor and lacks load-bearing capacity.

また、現地において瞬接した他の群体ブロックの六角プ
pツク(1)、、、が第6.7図で示すように嵌合して
幣牢なプロッタ面が構成され、かつ、何段でも嵌合した
状態で積重ねることができる。
In addition, the hexagonal plugs (1), ... of other group blocks that were instantaneously contacted at the site fit together as shown in Figure 6.7, forming a solid plotter surface, and They can be stacked in a fitted state.

尚、本発明は上記実施例に限定されるものではなく、例
えば、内枠(3)を両側方向に延長させて貫通中空部(
2)と同形状にするとか、ジヨイントブロック(6)の
楕円球(6α)を普通の円球状にするとか、貫通中空部
(2)内におけるジヨイントブロック(6)、(6)の
連結をフック(7)に変え“C池の連結具にする等は本
発明の技伶的思想に包含されるものである。
It should be noted that the present invention is not limited to the above-mentioned embodiments. For example, the inner frame (3) may be extended in both directions to form a penetrating hollow portion (
2), or make the oval sphere (6α) of the joint block (6) into a normal round sphere, or connect the joint blocks (6) and (6) in the through-hole (2). The technical idea of the present invention includes changing the hook (7) to a connecting device for the "C" pond.

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

第1図は本発明に係る群体プpツクを1a1&する六角
フロック(11の斜視図、第2図はジヨイントブロック
(6)の平面図、第3図は群体プ目ツクの一部破断乎面
図、第4図は第3図ピ)−(イ)線に沿って切断した断
面図、第5図は六角ブロック(1)の型枠(8)、Q2
1の拡大斜視図、第6図は群体ブIツクの組合せ嵌台状
愈の平面図、第7図は三段に積重ねた状態の側面図であ
る。 図中主要符号 (1)・・・六角ブロック (2)・・・貫通中空部(
3)・・・内 枠 14) e * @バッキング(5
)・O・緩 衝 材 (6)・・・ジヨイントブロック
(7)・ ・ ・7 ツ り 特許出願人 村 井 隆 平 下 地 政 皇 子 地 健 − 代理人 弁理士 平田功
Fig. 1 is a perspective view of a hexagonal flock (11) that makes up the group block (1a1&) according to the present invention, Fig. 2 is a plan view of the joint block (6), and Fig. 3 is a partially broken view of the group block (6). A top view, Figure 4 is a sectional view taken along line P--(A) in Figure 3, Figure 5 is a formwork (8) of hexagonal block (1),
1 is an enlarged perspective view of 1, FIG. 6 is a plan view of the combination pedestal-shaped arm of the group book I, and FIG. 7 is a side view of the group stacked in three stages. Main symbols in the figure (1): Hexagonal block (2): Penetrating hollow part (
3)...Inner frame 14) e * @ backing (5
)・O・Buffer material (6)...Joint block (7)・・・・7 Patent applicant Takashi Murai Chimasa Hirashita Prince Chiken − Agent Patent attorney Isao Hirata

Claims (10)

【特許請求の範囲】[Claims] (1)中央外形面が何れも八角柱で26面体の六角ブロ
ック(1)に貫通中空部(2)を形成し、該貫通中空部
(2)へジ日インドブはツタ(6)の両端膨出部をジヨ
イントブロック(6)、(6)が揺動可能状態に内嵌埋
設することにより六角プνツク(1)をジヨイントブロ
ック(6)で数珠つなぎしたことを特徴とする群体ブロ
ック。
(1) A penetrating hollow part (2) is formed in a hexagonal block (1) whose central external surface is an octagonal prism and has a 26-sided shape. A group block characterized in that the hexagonal blocks (1) are connected in a daisy chain with the joint blocks (6) by embedding the protruding parts in a state in which the joint blocks (6) can swing. .
(2)貫通中空部(2)の中心部に合成樹脂製等の内枠
(3)を埋設したことを特徴とする特許請求の範囲第1
項記載の群体ブ四ツク。
(2) Claim 1 characterized in that an inner frame (3) made of synthetic resin or the like is embedded in the center of the penetrating hollow part (2).
Colony block described in section.
(3)内枠(3)のネック(3α)内側にバッキング(
4)を設けたことを特徴とする特if請求の範囲第1.
2項記載の群体ブロック。
(3) Backing (
4) is provided in claim 1.
Colony block according to item 2.
(4)内枠(3)内に「p等の緩&材(5)を充填した
ことな特徴とする特許請求の範囲第1.2.3項記載の
群体ブロック。
(4) The colony block according to claim 1.2.3, characterized in that the inner frame (3) is filled with a loose material (5) such as P or the like.
(5)貫通中空部(2)の両側を外方に拡がるテーパー
状としたことを特徴とする特許請求の範囲第1.2.3
.4項記載の群体プpツク。
(5) Claim 1.2.3, characterized in that both sides of the through-hollow portion (2) are tapered outwardly.
.. The colony plant described in Section 4.
(6) 封通中空部(2)の両側を縦長外方に拡がる楕
円テーパー状としたことを特徴とする粕°訂B+1求の
範囲第1.2.3.4.5項記載の#1体ブロック◇
(6) #1 described in item 1.2.3.4.5 of the range of lees correction B+1 request, characterized in that both sides of the sealed hollow part (2) are shaped into an elliptical tapered shape that expands vertically outward. Body block◇
(7)ジョインドブルック(6)の両端膨出部を球体状
としたことを特徴とする特許請求の範囲第1.2.3.
4.5.6項記載の群体ブロック。
(7) Claim 1.2.3, characterized in that the bulging portions at both ends of the joined brook (6) are spherical.
Colony block described in Section 4.5.6.
(8) ジョインドブルック(6)の1lIIi端膨出
部を楕円I求(6a)としたことを特徴とする特許請求
の範1/11第112.3.4.5.6.7項記載の群
体プ四ツク。
(8) Claim 1/11, Paragraph 112.3.4.5.6.7, characterized in that the 1lIIi end bulge of the joined brook (6) is an ellipse I curve (6a). A colony of 4-year-olds.
(9) ジヨイントブロック(6)の円柱部(6b)を
先細テーパー状としたことを特徴とする特許請求の範門
弟1.2.3.4.5.6.7.8項記載の群体ブロッ
ク。
(9) The group according to claim 1.2.3.4.5.6.7.8, characterized in that the cylindrical portion (6b) of the joint block (6) has a tapered shape. block.
(10) ジヨイントブロック(6)の両端膨出部先端
に他のジヨイントブロック(6)と連結するためのフッ
ク(7)等の連結部拐を付設したことを特徴とする特許
請求の範囲第1.2.3.4.5.6.7.8.9項記
載の詐体ブ四ツク。
(10) A claim characterized in that a connecting part such as a hook (7) for connecting to another joint block (6) is attached to the tips of the bulging portions at both ends of the joint block (6). Fraudulent books described in Section 1.2.3.4.5.6.7.8.9.
JP12218083A 1983-07-05 1983-07-05 Clustered block Pending JPS6016606A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12218083A JPS6016606A (en) 1983-07-05 1983-07-05 Clustered block

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12218083A JPS6016606A (en) 1983-07-05 1983-07-05 Clustered block

Publications (1)

Publication Number Publication Date
JPS6016606A true JPS6016606A (en) 1985-01-28

Family

ID=14829553

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12218083A Pending JPS6016606A (en) 1983-07-05 1983-07-05 Clustered block

Country Status (1)

Country Link
JP (1) JPS6016606A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0395445U (en) * 1990-01-22 1991-09-30
JP2014058782A (en) * 2012-09-14 2014-04-03 Chisui:Kk Covering block

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0395445U (en) * 1990-01-22 1991-09-30
JP2014058782A (en) * 2012-09-14 2014-04-03 Chisui:Kk Covering block

Similar Documents

Publication Publication Date Title
US4503649A (en) Modular block structures for breakwaters, harbor dams and the like
US3896624A (en) Polyhedral, porous, and hollow block
US2803113A (en) Erosion preventive device
USRE24632E (en) Artificial blocks for structures ex-
JPS6016606A (en) Clustered block
CN103122620B (en) Protective hooking body
JP3071698B2 (en) Concrete block structures
CN103122621B (en) Protective hooking body
CN103122624B (en) Protective hooking body
JPH0552364B2 (en)
JP3434507B1 (en) Seawall / fish reef block manufacturing method
JP4109571B2 (en) Seawall / fish reef block and manufacturing method thereof
CN203113280U (en) Protective hook-connection body and piled space structure composed of protective hook-connection bodies
CN103122619B (en) Protective hooking body
CN204401662U (en) The building pile foundation antidetonation of a kind of coastal area soft soil foundation resists askew structure
JP3493163B2 (en) Construction method of mud surrounding frame material
CN103103961B (en) A kind of protection links body
CN216040974U (en) Ecological type scour protection promotes silt concrete four-footed structure and component thereof
JPS6328968Y2 (en)
CN212561455U (en) Strut anti-seismic connecting piece for offshore power generation platform
CN220619961U (en) Prefabricated fretwork shape assembled ecological frame
JP2557788B2 (en) Concrete block used for seawall protection
JP2676779B2 (en) Cylindrical caisson
JP3066635B2 (en) Seawall paving plate
JPH0653631U (en) Leaf block