JPH06123119A - Top type block for underwater - Google Patents

Top type block for underwater

Info

Publication number
JPH06123119A
JPH06123119A JP29928192A JP29928192A JPH06123119A JP H06123119 A JPH06123119 A JP H06123119A JP 29928192 A JP29928192 A JP 29928192A JP 29928192 A JP29928192 A JP 29928192A JP H06123119 A JPH06123119 A JP H06123119A
Authority
JP
Japan
Prior art keywords
shaft leg
shaped
shaft
leg
underwater
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
JP29928192A
Other languages
Japanese (ja)
Inventor
Hiroyoshi Iizuka
弘芳 飯塚
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.)
MAIKOMA SEVEN KK
Original Assignee
MAIKOMA SEVEN 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 MAIKOMA SEVEN KK filed Critical MAIKOMA SEVEN KK
Priority to JP29928192A priority Critical patent/JPH06123119A/en
Publication of JPH06123119A publication Critical patent/JPH06123119A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To control the occurrence of turbulent flow in water having a water flow by providing the center of the lower part of a body having an inverted truncated cone shape and an inverted truncated pyramid shape which have a circular and a square head with a shaft part whose section is elliptical, streamline-shaped, and rain drop-shaped. CONSTITUTION:The center of the lower part of an inverted truncated cone shape body 2 having a circular head 3 is provided with a shaft leg 7 having a streamline- shaped or a rain drop-shaped section. In this case the shaft leg 7 is set so that a longitudinal axial line may coincide with the direction of water flow, and the water flow may first strike against a streamlineshaped or a rain drop-shaped wide part. In the case where a top type block 1 for underwater is laid, a connecting raft for providing a shaft leg inserting section on a riverbed is laid down as occasion demands. In the case where the body 2 and the shaft leg 7 are separatedly constructed, the shaft leg 7 is vertically inserted into an installing face under a condition where the body 2 is not assembled yet, and a connecting bar is then fittedly inserted into the through hole of the body 2. Next the body 2 and the shaft leg 7 are integrally stuck with mortar. Thus an installing position can be simply decided to improve laying work ability, and the occurrence of a turbulent flow behind 10 the shaft leg 7 can be controlled.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、海岸や湖沼、河川の岸
部や底部など水流の影響を受ける場所において使用され
る水中用のコマ型の基礎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 an underwater type coma-type basic block used in a place such as a coast, a lake, a shore or a bottom of a river, which is affected by a water flow.

【0002】[0002]

【従来の技術】特公昭56ー50054号公報に開示さ
れているように、円形頭部を有する倒立円錐台形胴体
と、該胴体の下端面中央に突設した円柱形軸脚より成る
独楽型の埋設ブロックは、ブロックそれ自体の重量及び
ブロックが受ける垂直荷重と、胴体並びに軸脚に生ずる
地盤反力及び摩擦抵抗の総合力とを均衡させて、不等沈
下のない水平地耐力を発揮させるものであり、各種の地
盤安定化や基礎強化工法等において基礎構成部材として
使用されている。
2. Description of the Related Art As disclosed in Japanese Patent Publication No. 560054 / SHO, a top type of an inverted frustoconical body having a circular head, and a cylindrical shaft leg projecting from the center of the lower end surface of the body. The embedded block balances the weight of the block itself and the vertical load received by the block with the total force of ground reaction force and frictional resistance generated on the body and axle, and exerts horizontal bearing capacity without uneven settlement. It is used as a foundation component in various ground stabilization and foundation reinforcement methods.

【0003】しかしながら、このコマ型ブロックを水流
のある水中に布設した場合、水流が軸脚に衝突した後、
軸脚後方において乱流が発生し、この乱流によって地盤
が洗堀され、コマ型ブロックが傾斜したり転倒する危険
性がある。
However, when the top block is laid in water with a water flow, after the water flow collides with the shaft leg,
Turbulent flow occurs behind the axle, and the turbulent flow may scour the ground, causing the coma block to tilt or fall.

【0004】[0004]

【発明が解決しようとする課題】したがって本発明の目
的は、水流のある水中に布設したとき、乱流の発生が防
止されるか大幅に抑制される水中用コマ型ブロックを提
供することである。
SUMMARY OF THE INVENTION Accordingly, it is an object of the present invention to provide an underwater top block in which turbulent flow is prevented or greatly suppressed when laid in water with a water flow. .

【0005】[0005]

【問題点を解決するための手段】以下、添付図面中の参
照符号を用いて説明すると、本発明の水中用コマ型ブロ
ック1では、円形又は角形頭部3を有する倒立円錐台形
又は倒立角錐台形胴体2の下部中心に楕円形、流線形あ
るいは雨滴形断面の軸脚7を設ける。
In the following, referring to the reference numerals in the accompanying drawings, in an underwater top block 1 of the present invention, an inverted truncated cone shape or an inverted truncated pyramid shape having a circular or rectangular head 3 is provided. A shaft leg 7 having an elliptical, streamlined, or raindrop-shaped cross section is provided in the lower center of the body 2.

【0006】[0006]

【作用】この水中用コマ型ブロック1では、地盤に埋設
する軸脚7の形状を楕円形、流線形あるいは雨滴形とし
たため、水流が軸脚7に衝突した後、滑らかに流れるこ
とになり、軸脚7の後方10における乱流の発生は、防
止または大幅に抑制される。
In this underwater block 1, the shaft leg 7 embedded in the ground has an elliptical, streamlined or raindrop shape, so that the water flow will flow smoothly after colliding with the shaft leg 7. The generation of turbulent flow in the rear part 10 of the shaft leg 7 is prevented or significantly suppressed.

【0007】胴体2と軸脚7を分離構造としたときに
は、軸脚7を地盤に打ち込んだ後、胴体2を軸脚7の連
結棒部9に挿通し、該連結棒部9と胴体2を接合材13
で固着一体化する。
When the body 2 and the shaft leg 7 are separated, after the shaft leg 7 is driven into the ground, the body 2 is inserted into the connecting rod portion 9 of the shaft leg 7, and the connecting rod portion 9 and the body 2 are connected. Bonding material 13
To fix and integrate.

【0008】[0008]

【実施例】図1及び図2は本発明の一実施例を示す。こ
の実施例では、円形頭部3を有する倒立円錐台形胴体2
の下部中心に楕円形断面を有する軸脚7を設けている。
この水中用コマ型ブロック1は、図1のように、楕円形
の長軸方向と水流の方向を一致させて設置する。
1 and 2 show an embodiment of the present invention. In this embodiment, an inverted frustoconical body 2 having a circular head 3
A shaft leg 7 having an elliptical cross section is provided at the center of the lower part of the.
As shown in FIG. 1, the underwater top block 1 is installed with the major axis direction of the ellipse and the water flow direction aligned.

【0009】図3及び図4は本発明の別の実施例を示
す。本実施例では、円形頭部3を有する倒立円錐台形胴
体2の下部中心に流線形ないし雨滴形断面を有する軸脚
7を設けている。図3のように流線形ないし雨滴形の長
手方向軸線が水流の方向と合致し、かつ、水流が流線形
または雨滴形の幅広部に最初に当るように設置する。
3 and 4 show another embodiment of the present invention. In this embodiment, a shaft leg 7 having a streamlined or raindrop-shaped cross section is provided in the lower center of an inverted truncated cone body 2 having a circular head 3. As shown in FIG. 3, the longitudinal axis of the streamline or raindrop shape is aligned with the direction of the water stream, and the water stream is installed so that it first strikes the wide portion of the streamline or raindrop shape.

【0010】図5及び図6は本発明の更に別の実施例を
示す。本実施例では、円形頭部3を有する倒立円錐台形
胴体2と、該胴体2の下端面4に当接する段部8を中間
部に設け、胴体2の中心部の上下貫通孔5に挿通される
連結棒部9を該段部8の上側に突設した楕円形断面の軸
脚7とから成り、胴体2の上下貫通孔5に軸脚7の連結
棒部9を挿通して、該胴体2の下端面4を軸脚7の段部
8に載置し、該連結棒部9と胴体2を接合材13で固着
一体化する。
5 and 6 show another embodiment of the present invention. In the present embodiment, an inverted truncated cone-shaped body 2 having a circular head 3 and a step portion 8 that abuts a lower end surface 4 of the body 2 are provided in an intermediate portion and are inserted into a vertical through hole 5 in a central portion of the body 2. A connecting rod portion 9 having an elliptical cross section protruding from the upper side of the step portion 8, and the connecting rod portion 9 of the shaft leg 7 is inserted into the vertical through hole 5 of the body 2, The lower end surface 4 of the shaft 2 is placed on the stepped portion 8 of the shaft leg 7, and the connecting rod portion 9 and the body 2 are fixed and integrated with a joining material 13.

【0011】図7及び図8は本発明の更に他の実施例を
示す。本実施例では、円形頭部3を有する倒立円錐台形
胴体2と、該胴体2の下端面4に当接する段部8を中間
部に設け、胴体2の中心部の上下貫通孔5に挿通される
連結棒部9を該段部8の上側に突設した流線形断面の軸
脚7とから成り、胴体2の上下貫通孔5に軸脚7の連結
棒部9を挿通して、該胴体2の下端面4を軸脚7の段部
8に載置し、該連結棒部9と胴体2を接合材13で固着
一体化する。
7 and 8 show still another embodiment of the present invention. In the present embodiment, an inverted truncated cone-shaped body 2 having a circular head 3 and a step portion 8 that abuts a lower end surface 4 of the body 2 are provided in an intermediate portion and are inserted into a vertical through hole 5 in a central portion of the body 2. A connecting rod portion 9 having a streamlined cross section projecting from the upper side of the step portion 8. The connecting rod portion 9 of the shaft leg 7 is inserted into the vertical through hole 5 of the body 2, The lower end surface 4 of the shaft 2 is placed on the stepped portion 8 of the shaft leg 7, and the connecting rod portion 9 and the body 2 are fixed and integrated with a joining material 13.

【0012】図9及び図10は水中用コマ型ブロック1
の布設方法の例を示す。設置面となる川床16には、軸
脚挿入部12を設けた連接用筏11が必要に応じて敷か
れる。水中用コマ型ブロック1の胴体2と軸脚7が分離
構造の場合には、軸脚7は胴体2を未組立の状態で設置
面16に鉛直に挿入され、その後、胴体2の上下貫通孔
5に連結棒部9を嵌挿して胴体2と軸脚7が組立てられ
る。
9 and 10 show a top block 1 for underwater use.
An example of the laying method of is shown. A connecting raft 11 provided with a shaft leg insertion portion 12 is laid on the riverbed 16 serving as an installation surface as needed. When the body 2 and the shaft leg 7 of the underwater top block 1 have a separated structure, the shaft leg 7 is vertically inserted into the installation surface 16 in a state where the body 2 is not assembled, and then the vertical through hole of the body 2 is inserted. The body 2 and the shaft leg 7 are assembled by inserting the connecting rod portion 9 into the body 5.

【0013】連結棒部9の外周面と上下貫通孔5の内周
面との間隙にセメントモルタルや合成樹脂形等の接合材
13を充填することによって、胴体2と軸脚7が固着一
体化される。また、胴体2と軸脚7が一体構造の場合に
は、軸脚7を設置面16に鉛直に挿入する。いずれの場
合においても、軸脚7の断面形状に応じて、水流方向に
対して、図11に示されたような向きにコマ型ブロック
1を設置する。
By filling the gap between the outer peripheral surface of the connecting rod portion 9 and the inner peripheral surface of the vertical through hole 5 with a bonding material 13 such as cement mortar or synthetic resin, the body 2 and the shaft leg 7 are fixedly integrated. To be done. When the body 2 and the shaft leg 7 are integrally formed, the shaft leg 7 is vertically inserted into the installation surface 16. In any case, the top block 1 is installed in the direction as shown in FIG. 11 with respect to the water flow direction according to the sectional shape of the shaft leg 7.

【0014】胴体2の頭部3の上面中央部に埋設固着し
た吊下げ鉄筋6には、必要に応じて縦鉄筋14と横鉄筋
15が溶接あるいは結束され、各コマ型ブロック1,1
が一群に連結される。この後、ブロック群の上には、図
9に示したように桟橋の基礎部等の建造物の基礎コンク
リート17が設けられる。
A vertical reinforcing bar 14 and a horizontal reinforcing bar 15 are welded or bundled, if necessary, to the suspended reinforcing bar 6 which is embedded and fixed in the central portion of the upper surface of the head 3 of the body 2.
Are connected in a group. After this, as shown in FIG. 9, the foundation concrete 17 of the building such as the foundation of the jetty is provided on the block group.

【0015】図11は本発明で使用可能な軸脚7の断面
形状と設置態様を例示している。
FIG. 11 exemplifies the sectional shape and installation mode of the shaft leg 7 usable in the present invention.

【0016】[0016]

【発明の効果】以上のように本発明の水中用コマ型ブロ
ック1では、円形又は角形頭部3を有する倒立円錐台形
又は倒立角錐台形胴体2の下部中心に楕円形、流線形あ
るいは雨滴形断面の軸脚7を設け、楕円形の場合には、
長軸方向が水流の方向と一致するように布設し、流線形
や雨滴形の場合には、長手方向軸線が水流の方向と一致
し、かつ、流線形や雨滴形の幅広部が最初に水流に当る
ように布設するので、軸脚7の後方10における乱流の
発生は防止または大幅に抑制され、水流は軸脚7の影響
を余り受けずにスムーズに流れる。そのため、地盤の洗
堀が防止され、コマ型ブロック1が傾斜したり転倒する
ことがない。
As described above, in the underwater top block 1 of the present invention, the inverted frustoconical or inverted pyramidal trapezoidal body 2 having the circular or prismatic head 3 has an elliptical, streamlined or raindrop-shaped cross section at the lower center. A shaft leg 7 of is provided, and in the case of an elliptical shape,
When laying so that the major axis direction coincides with the direction of the water stream and the streamline or raindrop shape is used, the longitudinal axis matches the direction of the water stream, and the wide portion of the streamline or raindrop shape flows first. The turbulent flow is prevented or significantly suppressed in the rear portion 10 of the shaft leg 7, and the water flow smoothly flows without being greatly affected by the shaft leg 7. Therefore, scour of the ground is prevented, and the top block 1 does not tilt or fall.

【0017】また、胴体2と軸脚7を分離構造とすれ
ば、軸脚の長さの異なる毎に一体成型用型枠を多種類準
備する必要がなく、コストの削減が図られる。また、コ
マ型ブロック1の布設の際には、軸脚7を地盤に打ち込
んだ後、胴体2を軸脚7の連結棒部9に挿通し、該連結
棒部9と胴体2を接合材13で固着一体化することによ
って、据付位置の決定が容易となり、布設の作業性が向
上する。
Further, if the body 2 and the shaft leg 7 are separated from each other, it is not necessary to prepare many kinds of integrally-molding frames for each different length of the shaft leg, and the cost can be reduced. When installing the top block 1, after the shaft leg 7 is driven into the ground, the body 2 is inserted into the connecting rod portion 9 of the shaft leg 7, and the connecting rod portion 9 and the body 2 are joined together by a joining material 13 By fixing and integrating with, the installation position can be easily determined and the workability of installation is improved.

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

【図1】本発明の一実施例に係る胴体と楕円形断面の軸
脚とが一体構造となった、水中用コマ型ブロックの正面
図である。
FIG. 1 is a front view of an underwater top block in which a body according to an embodiment of the present invention and a shaft leg having an elliptical cross section are integrated.

【図2】図1のコマ型ブロックの底面図である。2 is a bottom view of the top block of FIG. 1. FIG.

【図3】本発明の別の実施例に係る胴体と流線形断面の
軸脚とが一体構造となった、水中用コマ型ブロックの正
面図である。
FIG. 3 is a front view of an underwater top block in which a body according to another embodiment of the present invention and a shaft leg having a streamlined cross section are integrated.

【図4】図3のコマ型ブロックの底面図である。4 is a bottom view of the top block of FIG. 3. FIG.

【図5】本発明の別の実施例に係る胴体と楕円形ないし
雨滴形断面の軸脚とが分離構造となった、水中用コマ型
ブロックの分解状態の斜視図である。
FIG. 5 is a perspective view of a disassembled state of an underwater top block in which a body according to another embodiment of the present invention and a shaft leg having an elliptical or raindrop-shaped cross section have a separated structure.

【図6】図5のコマ型ブロックの組立状態の縦断面図で
ある。
6 is a vertical cross-sectional view of an assembled state of the top block of FIG.

【図7】本発明の更に別の実施例に係る胴体と流線形な
いし雨滴形断面の軸脚とが分離構造となった、水中用コ
マ型ブロックの分解状態の斜視図である。
FIG. 7 is a perspective view of an exploded state of an underwater top block in which a body according to still another embodiment of the present invention and a shaft leg having a streamline or raindrop-shaped cross section are separated.

【図8】図7のコマ型ブロックの組立状態の縦断面図で
ある。
FIG. 8 is a vertical cross-sectional view of an assembled state of the top block of FIG.

【図9】図1の水中用コマ型ブロック群の布設状態の要
部縦断面図である。
9 is a longitudinal cross-sectional view of essential parts of a state where the underwater frame block group of FIG. 1 is laid.

【図10】図9のコマ型ブロック群の平面図である。10 is a plan view of the top block group of FIG. 9. FIG.

【図11】本発明の実施例における軸脚の断面形状と水
流の方向を示す。
FIG. 11 shows the cross-sectional shape of the shaft leg and the direction of water flow in the embodiment of the present invention.

【符号の説明】[Explanation of symbols]

1 水中用コマ型ブロック 2 胴体 3 頭部 4 胴体下端面 5 上下貫通孔 6 吊下げ鉄筋 7 軸脚 8 段部 9 連結棒部 10 軸脚の後方 11 連結用筏 12 軸脚挿入部 13 接合材 14 縦鉄筋 15 横鉄筋 16 川床 17 基礎コンクリート 1 Underwater top block 2 Body 3 Head 4 Body lower end surface 5 Vertical through hole 6 Suspending rebar 7 Shaft leg 8 Step portion 9 Connecting rod portion 10 Rear of shaft leg 11 Connecting raft 12 Shaft leg insertion portion 13 Joining material 14 Vertical rebar 15 Horizontal rebar 16 Riverbed 17 Foundation concrete

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】 円形又は角形頭部3を有する倒立円錐台
形又は倒立角錐台形胴体2の下部中心に楕円形、流線形
あるいは雨滴形断面の軸脚7を設けた水中用コマ型ブロ
ック。
1. An underwater top block having an elliptical, streamlined, or raindrop-shaped axial leg 7 in the lower center of an inverted truncated cone or inverted truncated pyramidal body 2 having a circular or prismatic head 3.
【請求項2】 円形又は角形頭部3を有する倒立円錐台
形又は倒立角錐台形胴体2と、該胴体2の下端面4に当
接する段部8を中間部に設け、胴体2の中心部の上下貫
通孔5に挿通される連結棒部9を該段部8の上側に突設
した楕円形、流線形あるいは雨滴形断面の軸脚7とから
成り、胴体2の上下貫通孔5に軸脚7の連結棒部9を挿
通して、該胴体2の下端面4を軸脚7の段部8に載置
し、該連結棒部9と胴体2を接合材13で固着一体化す
る水中用コマ型ブロック
2. An inverted frustoconical or inverted pyramidal truncated pyramid body 2 having a circular or prismatic head 3 and a step portion 8 which abuts a lower end surface 4 of the body 2 are provided in an intermediate portion, and upper and lower parts of a central portion of the body 2 are provided. A connecting rod portion 9 inserted into the through hole 5 and an axial leg 7 having an elliptical, streamlined or raindrop-shaped cross section which is provided above the stepped portion 8 in a projecting manner. Of the underwater body in which the lower end surface 4 of the body 2 is placed on the step portion 8 of the shaft leg 7 by inserting the connecting rod portion 9 of the body 2, and the connecting rod portion 9 and the body 2 are fixedly integrated by the bonding material 13. Mold block
JP29928192A 1992-10-12 1992-10-12 Top type block for underwater Pending JPH06123119A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP29928192A JPH06123119A (en) 1992-10-12 1992-10-12 Top type block for underwater

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP29928192A JPH06123119A (en) 1992-10-12 1992-10-12 Top type block for underwater

Publications (1)

Publication Number Publication Date
JPH06123119A true JPH06123119A (en) 1994-05-06

Family

ID=17870517

Family Applications (1)

Application Number Title Priority Date Filing Date
JP29928192A Pending JPH06123119A (en) 1992-10-12 1992-10-12 Top type block for underwater

Country Status (1)

Country Link
JP (1) JPH06123119A (en)

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01280118A (en) * 1988-05-06 1989-11-10 Maikoma Seven:Kk Built-up type buried block and construction method
JPH03202502A (en) * 1989-12-28 1991-09-04 Maikoma Seven:Kk Underwater porous-type foundation block, and underwater foundation construction using this block

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH01280118A (en) * 1988-05-06 1989-11-10 Maikoma Seven:Kk Built-up type buried block and construction method
JPH03202502A (en) * 1989-12-28 1991-09-04 Maikoma Seven:Kk Underwater porous-type foundation block, and underwater foundation construction using this block

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