JPH09177087A - Gravity type concrete structure - Google Patents

Gravity type concrete structure

Info

Publication number
JPH09177087A
JPH09177087A JP7337153A JP33715395A JPH09177087A JP H09177087 A JPH09177087 A JP H09177087A JP 7337153 A JP7337153 A JP 7337153A JP 33715395 A JP33715395 A JP 33715395A JP H09177087 A JPH09177087 A JP H09177087A
Authority
JP
Japan
Prior art keywords
nut
hole
rubber member
fixing nut
fixing
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
JP7337153A
Other languages
Japanese (ja)
Inventor
Yoshimasa Hayama
宜正 葉山
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.)
SUMI GOMME SANGYO KK
Sumitomo Rubber Industries Ltd
Hiroshima Kasei Ltd
Original Assignee
SUMI GOMME SANGYO KK
Sumitomo Rubber Industries Ltd
Hiroshima Kasei Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by SUMI GOMME SANGYO KK, Sumitomo Rubber Industries Ltd, Hiroshima Kasei Ltd filed Critical SUMI GOMME SANGYO KK
Priority to JP7337153A priority Critical patent/JPH09177087A/en
Publication of JPH09177087A publication Critical patent/JPH09177087A/en
Pending legal-status Critical Current

Links

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/11Hard structures, e.g. dams, dykes or breakwaters

Landscapes

  • Revetment (AREA)

Abstract

PROBLEM TO BE SOLVED: To firmly fix a rubber member to the bottom of a skeleton by adhering and fixing a fixing nut to the through-hole of the rubber member, and burying the head part of a fastening member inserted and screwed to the through-hole into a concrete skeleton bottom plate. SOLUTION: A fixing nut 6 having a washer 10 concentric to a through-hole 4 is adhered and fixed to a nut hole 5. A fastening member 13 formed of a hexagon bolt 11 and a fastening nut 12 screwed to the middle part of its screw part 11a is inserted to the through-hole 4. After the bolt 11 is supported in standing state with the bolt head part 11b up, the fastening nut 12 is fastened, whereby the bolt 11 is firmly fixed to a rubber member 3. After this work, the rubber member 3 is enclosed by a form, and concrete is pored thereto from above followed by curing and drying, whereby the upper part of the fastening member 13 is buried in the bottom plate 1a of a caisson skeleton 1, and the rubber member 3 can be firmly connected to the caisson skeleton 1.

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、コンクリート躯体
の底面に板状のゴム部材を設けてなる重力式コンクリー
ト構造物に関し、詳しくは、ゴム部材をコンクリート躯
体の底面に固定するための固定構造に関するものであ
る。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a gravity type concrete structure in which a plate-shaped rubber member is provided on the bottom surface of a concrete skeleton, and more specifically to a fixing structure for fixing the rubber member to the bottom surface of the concrete skeleton. It is a thing.

【0002】[0002]

【従来の技術】防波堤、埋立護岸、岸壁等のように水面
側と陸側とを分ける堤体を構築する際の工法の一つにケ
ーソン工法がある。この工法は、地上にて構築した中空
のケーソン躯体を水面に浮かせて船舶等で据付け位置ま
で曳航し、ケーソン躯体の中空部に水を注入してこれを
沈下させた後、中空部に砂、砂利、コンクリート等を充
填してケーソン躯体をその重みで海底に固定するもので
ある(このような固定方法を「重力式」という)。この
場合、ケーソン躯体を単に据付け面に載置するだけで
は、波等の圧力によってケーソン躯体が動きだすおそれ
があるので、通常はケーソン躯体と海底との間に滑動防
止構造を設けてケーソン躯体の滑動を防止している。
2. Description of the Related Art The caisson method is one of the methods for constructing a breakwater body that divides the water surface side from the land side, such as a breakwater, a land revetment, and a quay wall. This construction method floats the hollow caisson structure built on the ground on the water surface and tows it to the installation position with a ship etc., injects water into the hollow part of the caisson structure to let it sink, then sand in the hollow part, The caisson skeleton is fixed to the seabed by filling it with gravel, concrete, etc. (this type of fixing is called "gravity type"). In this case, simply placing the caisson frame on the installation surface may cause the caisson frame to start moving due to the pressure of waves, etc.Therefore, a slip prevention structure is usually provided between the caisson frame and the seabed to allow the caisson frame to slide. Is being prevented.

【0003】この滑動防止構造は、図6に示すように、
据付け予定箇所の海底上にアスファルト舗装等からなる
基盤(20)を布設した上で、この基盤(20)の上に、底
板(21a)にケーソンマットと呼ばれる板状のゴム部材
(23)を貼着したケーソン躯体(21)を載置し、基盤
(20)とゴム材(23)とを密着させて両者間に作用する
摩擦力でケーソン躯体(21)の滑動を防止するものであ
る。
This slip prevention structure, as shown in FIG.
After laying a base (20) made of asphalt pavement, etc. on the seabed at the planned installation site, a plate-shaped rubber member (23) called a caisson mat is attached to the bottom plate (21a) on this base (20). The caisson skeleton body (21) is placed, and the base (20) and the rubber material (23) are brought into close contact with each other to prevent the caisson skeleton body (21) from sliding due to the frictional force acting between them.

【0004】[0004]

【発明が解決しようとする課題】ところで、このような
滑動防止構造では、ケーソン躯体(21)とケーソンマッ
ト(23)とを強固に固定しなければならない。従来の固
定構造としては、例えば実開平 5-22635号公報、特公昭
56-51246号公報並びに実公昭60-20662号公報等に記載さ
れた構造が公知である。
By the way, in such a slip prevention structure, the caisson frame (21) and the caisson mat (23) must be firmly fixed. As a conventional fixing structure, for example, Japanese Utility Model Publication No. 5-22635, Japanese Patent Publication Sho
The structures described in JP-A-56-51246 and JP-B-60-20662 are known.

【0005】このうちの一つの技術(実開平 5-22635
号)は、図7に示すように、ゴムマット(23)に貫通孔
(24)を穿設してその下面開口部に座ぐり部(25)を設
け、この座ぐり部(25)に頭部(26a)を収容して貫通
孔(24)にマット下面側からジベル(26)を挿入すると
共に、ジベル先端部をマット上面から止め具(27)によ
り固定し、コンクリートを打設してジベル先端部をケー
ソン躯体の底板(図示省略)に埋設したものである。
One of these technologies (Actual Kaihei 5-22635
7), as shown in FIG. 7, a through hole (24) is formed in a rubber mat (23) and a counterbore part (25) is provided in an opening portion of a lower surface of the rubber mat (23). (26a) is accommodated and the dowel (26) is inserted into the through hole (24) from the lower surface side of the mat, and the tip of the dowel is fixed from the upper surface of the mat with the stopper (27), and concrete is poured to give the dowel tip. The part is embedded in the bottom plate (not shown) of the caisson frame.

【0006】一方、残りの2つの技術(特公昭56-51246
号及び実公昭60-20662号)は、何れも図8に示すよう
に、取付用板部(30)とこの取付用板部(30)に突設し
たリブ(31)とからなる取付金具(32)をゴムブロック
(23)に埋め込んで一体成形すると共に、ゴムブロック
(23)上面にリブ(31)を突出させ、このリブ(31)に
ケーソン躯体(21)の底部配筋(33)を挿通した上でコ
ンクリートを打ち込んで、ゴムマット(23)をケーソン
躯体(21)の底板(21a)と一体化したものである。
On the other hand, the remaining two technologies (Japanese Patent Publication No. 56-51246)
8 and No. 60-20662), as shown in FIG. 8, a mounting bracket (30) and a mounting bracket (31) protruding from the mounting plate (30) ( 32) is embedded in the rubber block (23) and integrally molded, and the rib (31) is projected on the upper surface of the rubber block (23), and the bottom bar arrangement (33) of the caisson body (21) is attached to this rib (31). The rubber mat (23) is integrated with the bottom plate (21a) of the caisson frame (21) by inserting concrete after inserting the rubber mat (23).

【0007】しかしながら、図7に示す構造では、施工
現場において、先ず重いゴムマット裏返しにして貫通孔
にジベルを挿入し、再度ゴムマットを裏返した上でコン
クリートを打ち込む必要があり、作業者の負担が大きく
なる。
However, in the construction shown in FIG. 7, it is necessary to turn the heavy rubber mat inside out, insert the dowel into the through hole, and then turn the rubber mat inside out and pour concrete into the construction site. Become.

【0008】また、ゴムマットを吊り上げ、この状態で
作業者がマットの下にもぐり込んでジベルを挿入するこ
とも可能であるが、これでは作業者の安全性が損なわれ
ることとなる。さらに、特殊部品であるジベルを使用す
るために部品コストが高騰する傾向にある。
It is also possible for the operator to hang the rubber mat and, in this state, slip under the mat and insert the dowel, but this would impair the safety of the operator. Further, the parts cost tends to increase because the special part, the gibbel, is used.

【0009】また、図8に示す固定構造では、コンクリ
ートの打ち込み前に、各配筋(33)をリブ(31)の複数
箇所に設けた穴に挿通しなければならないため、施工手
順が複雑であり、そのために施工コストも高騰する欠点
がある。
Further, in the fixing structure shown in FIG. 8, each reinforcing bar (33) has to be inserted into the holes provided at a plurality of positions of the rib (31) before the concrete is driven, so that the construction procedure is complicated. However, there is a drawback that the construction cost also rises accordingly.

【0010】そこで、本発明では、ケーソン躯体の底面
に強固にゴム材を固定することができ、しかも、特殊な
部品を用いることなく簡単な手順で施工可能であって、
作業者に過度の負担を強いることなく安全に施工可能な
固定構造を提供することを目的とする。
Therefore, in the present invention, the rubber material can be firmly fixed to the bottom surface of the caisson frame, and the construction can be performed by a simple procedure without using any special parts.
An object of the present invention is to provide a fixing structure that can be safely installed without imposing an excessive burden on an operator.

【0011】[0011]

【課題を解決するための手段】上記目的を達成すべく、
本発明では、コンクリート躯体の底面にゴム部材を設け
たものにおいて、ゴム部材に貫通孔を形成し、この貫通
孔の下方開口部に固定ナットを配すると共に、貫通孔に
上面側から締結部材を挿入して前記固定ナットと螺合さ
せ、締結部材の頭部をコンクリート躯体の底板中に埋設
した。
In order to achieve the above object,
In the present invention, in the one in which the rubber member is provided on the bottom surface of the concrete skeleton, the through hole is formed in the rubber member, the fixing nut is arranged in the lower opening portion of this through hole, and the fastening member is attached to the through hole from the upper surface side. The head part of the fastening member was embedded in the bottom plate of the concrete skeleton by inserting it and screwing it into the fixing nut.

【0012】固定ナットは、接着剤によって又は加硫接
着によってゴム部材に装着するのが望ましい。
The fixing nut is preferably attached to the rubber member by an adhesive or by vulcanization adhesion.

【0013】固定ナットをゴム部材の下面に陥没形成し
たナット穴に収納してもよい。
The fixing nut may be housed in a nut hole formed in the lower surface of the rubber member.

【0014】固定ナットを、角ナット若しくは角ワッシ
ャと一体化したものとすると共に、ナット穴を角穴状と
するとよい。
The fixing nut may be integrated with a square nut or square washer, and the nut hole may have a square hole shape.

【0015】ナット穴の奥部角部は、半径1.5mm以
上の曲面状に形成するのがよい。
The inner corner portion of the nut hole is preferably formed into a curved surface having a radius of 1.5 mm or more.

【0016】[0016]

【発明の実施の形態】以下、本発明の一実施形態を、図
1乃至図5に基づいて説明する。
BEST MODE FOR CARRYING OUT THE INVENTION An embodiment of the present invention will be described below with reference to FIGS.

【0017】図1及び図2に示すように、ケーソン躯体
(1)の底板(1a)には、固定構造(2)を介してゴム
部材(3)が装着される。ゴム部材(3)は、ケーソン
躯体(1)の底板(1a)全面を覆う一枚板状のゴム板か
らなり、その厚み方向には複数の貫通孔(4)が形成さ
れている。各貫通孔(4)の下方開口部には、ゴム部材
(3)の下面をえぐるようにして複数のナット穴(5)
が陥没形成される。このナット穴(5)の深さは、後述
する固定ナット(6)がゴム部材(3)の下面よりも下
方に突出しないよう、固定ナット(6)の厚みよりも大
きく設定されている。ナット穴(5)は、ゴム部材
(3)の成形時に金型に凸部を設けたり、あるいは、成
形後にゴム部材(3)を切削加工することにより形成可
能である。
As shown in FIGS. 1 and 2, a rubber member (3) is attached to the bottom plate (1a) of the caisson frame (1) through a fixing structure (2). The rubber member (3) is a single plate-shaped rubber plate that covers the entire surface of the bottom plate (1a) of the caisson frame (1), and has a plurality of through holes (4) formed in its thickness direction. At the lower opening of each through hole (4), a plurality of nut holes (5) are formed by scooping the lower surface of the rubber member (3).
Is depressed. The depth of the nut hole (5) is set to be larger than the thickness of the fixed nut (6) so that the fixed nut (6) described later does not protrude below the lower surface of the rubber member (3). The nut hole (5) can be formed by providing a convex portion on the mold when molding the rubber member (3) or by cutting the rubber member (3) after molding.

【0018】ゴム部材(3)の下面には、水逃がし用の
凹溝(7)が形成される。この凹溝(7)は、その両端
部をそれぞれゴム部材(3)の両端面に開口させて形成
され、ケーソン躯体(1)の据付け時には、ゴム部材
(3)と地面との間に封入された水を外に逃がしてケー
ソン躯体(1)の滑りを防止する。
On the lower surface of the rubber member (3), a groove (7) for releasing water is formed. The recessed groove (7) is formed by opening both ends thereof to both end surfaces of the rubber member (3), and is enclosed between the rubber member (3) and the ground when the caisson frame (1) is installed. The caisson body (1) is prevented from slipping by letting out the released water to the outside.

【0019】ナット穴(5)には、貫通孔(4)と同軸
に配置したワッシャ(10)付きの固定ナット(6)が接
着固定される。この固定ナット(6)の接着作業は、接
着剤を使用して行なう他、ゴム部材(3)の加硫成形時
にゴム部材(3)と固定ナット(6)とを加硫接着する
ことによっても行なうことができる。
A fixing nut (6) with a washer (10) arranged coaxially with the through hole (4) is adhesively fixed to the nut hole (5). The fixing work of the fixing nut (6) is performed by using an adhesive, or by vulcanizing and adhering the rubber member (3) and the fixing nut (6) at the time of vulcanization molding of the rubber member (3). Can be done.

【0020】貫通孔(4)には、六角ボルト(11)と、
そのねじ部(11a)の略中間部に螺合した締付けナット
(12)とからなる締結部材(13)が挿入される。この締
結部材(13)は、締付けナット(12)とゴム部材(3)
との間にワッシャ(14)を介在させ、ボルト頭部(11
b)を上にした状態で先端部を貫通孔(4)に挿入し、
さらに先端部をナット穴(5)内の固定ナット(6)に
螺合させて起立状態に支持される。その後、締付けナッ
ト(12)を締付けると、ボルト(11)がゴム部材(3)
に強固に固定される。締結部材(13)を固定ナット
(6)にねじ込む際には、固定ナット(6)がゴム部材
(3)に固定されているので、ねじ込みに伴って固定ナ
ット(6)が共回りすることはなく、容易に両者を螺合
させることができる。
In the through hole (4), a hexagon bolt (11),
A fastening member (13) consisting of a fastening nut (12) screwed into a substantially middle portion of the screw portion (11a) is inserted. The fastening member (13) includes a fastening nut (12) and a rubber member (3).
Insert a washer (14) between the
Insert the tip into the through hole (4) with b) facing up,
Further, the tip portion is screwed into the fixing nut (6) in the nut hole (5) and is supported in an upright state. After that, when the tightening nut (12) is tightened, the bolt (11) is attached to the rubber member (3).
Firmly fixed to When the fastening member (13) is screwed into the fixing nut (6), since the fixing nut (6) is fixed to the rubber member (3), the fixing nut (6) does not rotate together with the screwing. Both can be easily screwed together.

【0021】以上の作業を行なった後、ゴム部材(3)
を型枠で囲み、上からコンクリートを流し込んで養生・
乾燥させると、図2に示すように、締結部材(13)の上
部がケーソン躯体(1)の底板(1a)に埋設されるの
で、ゴム部材(3)とケーソン躯体(1)とを強固に連
結することが可能となる。この時、ねじ部(11a)より
も大径のボルト頭部(11b)が底板(1a)中に埋設され
ていることから、ボルト(11)の底板(1a)からの抜け
も確実に阻止される。
After performing the above work, the rubber member (3)
Enclose with a formwork and pour concrete from above to cure
When dried, as shown in FIG. 2, the upper part of the fastening member (13) is embedded in the bottom plate (1a) of the caisson body (1), so that the rubber member (3) and the caisson body (1) are firmly fixed. It becomes possible to connect. At this time, since the bolt head (11b) having a larger diameter than the screw portion (11a) is embedded in the bottom plate (1a), the bolt (11) is surely prevented from coming off the bottom plate (1a). It

【0022】このように本発明によれば、貫通孔(4)
の下方開口部に設けたナット穴(5)に固定ナット
(6)を接着固定し、上面側から貫通孔(4)に挿入し
た締結部材(13)をこの固定ナット(6)と螺合させて
いるので、組立作業が簡単且つ安全に行なえる。すなわ
ち、ナット穴(5)への固定ナット(6)の接着固定を
予め行なっていれば、図7に示す従来構造のように、現
場でゴム部材(3)を何度も裏返す必要はなく、また、
ゴム部材(3)を吊り上げる必要もない。従って、作業
者の負担を軽減しつつその安全性を十分に確保すること
ができる。
Thus, according to the present invention, the through hole (4)
The fixing nut (6) is adhesively fixed to the nut hole (5) provided in the lower opening of the, and the fastening member (13) inserted into the through hole (4) from the upper surface side is screwed with the fixing nut (6). Therefore, the assembly work can be performed easily and safely. That is, if the fixing nut (6) is bonded and fixed to the nut hole (5) in advance, it is not necessary to turn over the rubber member (3) many times on site, unlike the conventional structure shown in FIG. Also,
It is not necessary to lift the rubber member (3). Therefore, it is possible to ensure the safety while reducing the burden on the operator.

【0023】また、図8に示す構造のように、配筋(3
3)をリブ(31)の穴に挿通するといった面倒な作業を
必要とせず、簡単な手順で施工することができるので、
施工コストの低減も図ることができる。
Further, as shown in the structure of FIG.
Since it does not require troublesome work such as inserting 3) into the hole of the rib (31), it can be installed by a simple procedure,
The construction cost can also be reduced.

【0024】なお、ここで「締結部材」とは、固定ナッ
ト(6)とねじ結合可能な部材という意味であり、上述
した六角ボルト(11)と締付けナット(12)との組合せ
に限定されるものではない。例えば、不要であれば締付
けナット(12)を省略して六角ボルト(11)のみで「締
結部材」を構成してもよく、また、六角ボルト以外の他
のねじ部材で「締結部材」を構成してもよい。
The term "fastening member" as used herein means a member that can be screwed to the fixed nut (6), and is limited to the combination of the hexagon bolt (11) and the tightening nut (12) described above. Not a thing. For example, if not necessary, the tightening nut (12) may be omitted and the "fastening member" may be configured only by the hexagon bolt (11), or the "fastening member" may be configured by a screw member other than the hexagon bolt. You may.

【0025】また、ナット穴(5)を角穴(矩形状の
穴)とすると共に、固定ナット(6)をこれと係合する
角ナット(四角ナット)としたり、あるいは、固定ナッ
ト(6)に角ワッシャ(10)を溶接固定してこの角ワッ
シャ(10)を角穴状のナット穴(5)と係合させてもよ
い。このようにすれば、固定ナット(6)の回り止めが
なされるので、固定ナット(6)やボルト(11)の脱落
を長期間防止することが可能となる。また、ボルト(1
1)と固定ナット(6)とが少しでも噛み合えば、固定
ナット(6)の脱落が防止されるので、固定ナット
(6)とゴム部材(3)の接着強度を低くすることがで
きる。
Further, the nut hole (5) may be a square hole (rectangular hole) and the fixing nut (6) may be a square nut (square nut) engaging with the fixing nut (6), or the fixing nut (6). The square washer (10) may be fixed by welding to the square washer (10) to engage with the nut hole (5) having a square hole shape. By doing so, the fixing nut (6) is prevented from rotating, so that the fixing nut (6) and the bolt (11) can be prevented from falling off for a long period of time. Also, the bolt (1
If the fixing nut (6) and the fixing nut (6) are engaged with each other even a little, the fixing nut (6) is prevented from falling off, so that the adhesive strength between the fixing nut (6) and the rubber member (3) can be reduced.

【0026】図3(a)(b)は、締結部材(13)の抜
け止め機能をより強化させた構造の一例であり、このう
ち、(a)図は、締結部材(13)の上端部を下向きに湾
曲させたもの、また、(b)図は、各締結部材(13)の
上端部を、底板(1a)中に水平に埋設した連結部材(1
6)に螺合して締結部材(13)同士を連結したものであ
る。
3 (a) and 3 (b) show an example of a structure in which the retaining function of the fastening member (13) is further strengthened. Of these, FIG. 3 (a) shows the upper end of the fastening member (13). Is bent downward, and in the figure (b), the upper end of each fastening member (13) is horizontally embedded in the bottom plate (1a).
The fastening members (13) are connected to each other by screwing into 6).

【0027】図4に示すように、ナット穴(5)奥部の
円周方向の角部(17)は、角をなくして曲面状に形成す
るのがよい。この曲面部(17)により、ケーソン躯体
(1)とゴム部材(3)との間に離反方向の力が作用し
た場合でも、角部(17)での応力集中を緩和し、ゴム部
材(3)の割れによる締結部材(13)の抜けを防止する
ことができる。実験によれば、図5に示すように、曲面
部(17)の曲率半径(R)を1.5mm以上とすれば、
良好な引抜力(350kg程度)を発揮することがで
き、抜け止めとして有効に機能することが明らかになっ
た。
As shown in FIG. 4, the corners (17) in the circumferential direction of the inner part of the nut hole (5) are preferably formed in a curved shape with no corners. The curved surface portion (17) alleviates stress concentration at the corner portion (17) even when a force in a separating direction acts between the caisson frame (1) and the rubber member (3), and the rubber member (3) It is possible to prevent the fastening member (13) from coming off due to the crack of (1). According to the experiment, as shown in FIG. 5, if the curvature radius (R) of the curved surface part (17) is 1.5 mm or more,
It was revealed that a good pulling force (about 350 kg) can be exerted, and that it effectively functions as a retainer.

【0028】なお、以上の説明では、ゴム部材(3)
を、ケーソン躯体の底面を覆う一枚板状としているが、
ゴム部材(3)をブロック状に細分化し、ケーソン躯体
(1)底面の複数箇所に細分化した各ゴム部材(3)を
図1と同様の固定構造(2)で取付けても同様の効果が
奏される。
In the above description, the rubber member (3) is used.
Is a single plate that covers the bottom of the caisson frame,
Even if the rubber member (3) is subdivided into blocks and each of the subdivided rubber members (3) is attached to the bottom surface of the caisson frame (1) with the same fixing structure (2) as in FIG. 1, the same effect can be obtained. Played.

【0029】また、上記固定構造(2)は、ケーソン躯
体(1)に限らず、同様の目的に使用されるコンクリー
トブロックやL型塊等の重力式コンクリート構造物に広
く適用可能である。
The fixing structure (2) is not limited to the caisson skeleton (1), but can be widely applied to gravity concrete structures such as concrete blocks and L-shaped blocks used for the same purpose.

【0030】[0030]

【発明の効果】このように、本発明によれば、コンクリ
ート構造物の底面に強固にゴム材を固定することがで
き、波等の圧力によるコンクリート構造物の滑動を確実
に防止することができる。また、現場でゴム部材を何度
も裏返す必要はなく、ゴム部材を吊り上げる必要もない
ので、作業者の負担を軽減しつつその安全性を十分に確
保することができる。さらには、配筋をリブの穴に挿通
するといった面倒な作業を必要とせず、また、ボルト、
ナット、ワッシャ等の一般に市販されている部材のみで
容易に製造できるので、施工コストの低減も図ることが
できる。
As described above, according to the present invention, the rubber material can be firmly fixed to the bottom surface of the concrete structure, and the sliding of the concrete structure due to the pressure of waves or the like can be reliably prevented. . Further, since it is not necessary to turn over the rubber member many times on site and it is not necessary to lift the rubber member, it is possible to reduce the burden on the operator and sufficiently secure the safety. Furthermore, it does not require the troublesome work of inserting the reinforcing bar into the hole of the rib, and the bolt,
Since it can be easily manufactured using only commercially available members such as nuts and washers, the construction cost can be reduced.

【0031】固定ナットを接着剤によって又は加硫接着
によってゴム部材に装着すれば、締結部材をねじ込む際
の固定ナットの共回りを防止でき、作業性が向上する。
If the fixing nut is attached to the rubber member by an adhesive or by vulcanization adhesion, co-rotation of the fixing nut when screwing the fastening member can be prevented, and workability is improved.

【0032】固定ナットをゴム部材の下面に陥没形成し
たナット穴に収納すれば、ゴム部材下面を平面にするこ
とができ、海底設置後のケーソン躯体の安定性を高める
ことができる。
If the fixing nut is housed in the nut hole formed in the lower surface of the rubber member, the lower surface of the rubber member can be made flat, and the stability of the caisson body after installation on the seabed can be enhanced.

【0033】固定ナットを、角ナット若しくは角ワッシ
ャと一体化したものとし、且つ、ナット穴を角穴状とす
れば、固定ナットの回り止めがなされるので、締結部材
を容易に固定ナットにねじ込むことができる。
If the fixing nut is integrated with the square nut or the square washer and the nut hole is formed into a square hole, the fixing nut is prevented from rotating, so that the fastening member can be easily screwed into the fixing nut. be able to.

【0034】ナット穴の奥部角部を半径1.5mm以上
の曲面状に形成すれば、奥部角部での応力集中を緩和
し、ゴム部材の割れによる締結部材の抜けを防止するこ
とができる。
If the inner corner portion of the nut hole is formed into a curved surface with a radius of 1.5 mm or more, stress concentration at the inner corner portion can be relieved and the fastening member can be prevented from coming off due to cracking of the rubber member. it can.

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

【図1】本発明にかかる重力式コンクリート構造物にお
けるゴム部材の固定構造を示す断面図である。
FIG. 1 is a sectional view showing a fixing structure of a rubber member in a gravity concrete structure according to the present invention.

【図2】コンクリート打設後における前記固定構造の断
面図である。
FIG. 2 is a cross-sectional view of the fixing structure after placing concrete.

【図3】本発明の他の実施形態を示す断面図である。FIG. 3 is a cross-sectional view showing another embodiment of the present invention.

【図4】ナット穴の実施形態を示す断面図である。FIG. 4 is a cross-sectional view showing an embodiment of a nut hole.

【図5】実験結果を示す図である。FIG. 5 is a diagram showing experimental results.

【図6】コンクリート構造物の滑動防止構造を示す断面
図である。
FIG. 6 is a cross-sectional view showing a structure for preventing slippage of a concrete structure.

【図7】従来の固定構造の断面図である。FIG. 7 is a sectional view of a conventional fixing structure.

【図8】(a)は従来の固定構造を半断面にて示す正面
図、(b)図はコンクリート打設前の状態を示す平面図
である。
FIG. 8 (a) is a front view showing a conventional fixing structure in a half section, and FIG. 8 (b) is a plan view showing a state before placing concrete.

【符号の説明】[Explanation of symbols]

1 コンクリート躯体(ケーソン躯体) 1a 底板 2 固定構造 3 ゴム部材 4 貫通孔 5 ナット穴 6 固定ナット 13 締結部材 1 Concrete skeleton (caisson skeleton) 1a Bottom plate 2 Fixed structure 3 Rubber member 4 Through hole 5 Nut hole 6 Fixed nut 13 Fastening member

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート躯体の底面にゴム部材を設
けたものにおいて、ゴム部材に貫通孔を形成し、この貫
通孔の下方開口部に固定ナットを配すると共に、貫通孔
に上面側から締結部材を挿入して前記固定ナットと螺合
させ、締結部材の頭部をコンクリート躯体の底板中に埋
設したことを特徴とする重力式コンクリート構造物。
1. A concrete skeleton provided with a rubber member on a bottom surface thereof, wherein a through hole is formed in the rubber member, a fixing nut is arranged in a lower opening portion of the through hole, and a fastening member is attached to the through hole from an upper surface side. A gravitational concrete structure, characterized in that the head of the fastening member is embedded in the bottom plate of the concrete skeleton by inserting the screw into the fixing nut.
【請求項2】 固定ナットを接着剤によって又は加硫接
着によってゴム部材に装着することを特徴とする請求項
1記載の重力式コンクリート構造物。
2. The gravity type concrete structure according to claim 1, wherein the fixing nut is attached to the rubber member by an adhesive or by vulcanization adhesion.
【請求項3】 固定ナットをゴム部材の下面に陥没形成
したナット穴に収納したことを特徴とする請求項1記載
の重力式コンクリート構造物。
3. The gravity-type concrete structure according to claim 1, wherein the fixing nut is housed in a nut hole formed by recessing the lower surface of the rubber member.
【請求項4】 固定ナットが、角ナットであるか若しく
は角ワッシャと一体化したものであり、且つ、ナット穴
が角穴状であることを特徴とする請求項3記載の重力式
コンクリート構造物。
4. The gravity type concrete structure according to claim 3, wherein the fixing nut is a square nut or is integrated with a square washer, and the nut hole has a square hole shape. .
【請求項5】 ナット穴の奥部角部を半径1.5mm以
上の曲面に形成したことを特徴とする請求項3記載の重
力式コンクリート構造物。
5. The gravity-type concrete structure according to claim 3, wherein the inner corner portion of the nut hole is formed into a curved surface having a radius of 1.5 mm or more.
JP7337153A 1995-12-25 1995-12-25 Gravity type concrete structure Pending JPH09177087A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7337153A JPH09177087A (en) 1995-12-25 1995-12-25 Gravity type concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7337153A JPH09177087A (en) 1995-12-25 1995-12-25 Gravity type concrete structure

Publications (1)

Publication Number Publication Date
JPH09177087A true JPH09177087A (en) 1997-07-08

Family

ID=18305946

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7337153A Pending JPH09177087A (en) 1995-12-25 1995-12-25 Gravity type concrete structure

Country Status (1)

Country Link
JP (1) JPH09177087A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010112000A (en) * 2008-11-04 2010-05-20 Nhk Spring Co Ltd Landing seat for pallet for parking equipment, and the pallet for the parking equipment
JP2011117240A (en) * 2009-12-07 2011-06-16 Nippon Sharyo Seizo Kaisha Ltd Displacement limiting device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2010112000A (en) * 2008-11-04 2010-05-20 Nhk Spring Co Ltd Landing seat for pallet for parking equipment, and the pallet for the parking equipment
JP2011117240A (en) * 2009-12-07 2011-06-16 Nippon Sharyo Seizo Kaisha Ltd Displacement limiting device

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