JP2982084B2 - Truss structure - Google Patents
Truss structureInfo
- Publication number
- JP2982084B2 JP2982084B2 JP3193687A JP19368791A JP2982084B2 JP 2982084 B2 JP2982084 B2 JP 2982084B2 JP 3193687 A JP3193687 A JP 3193687A JP 19368791 A JP19368791 A JP 19368791A JP 2982084 B2 JP2982084 B2 JP 2982084B2
- Authority
- JP
- Japan
- Prior art keywords
- truss structure
- ball
- bar
- steel pipe
- present
- 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 - Lifetime
Links
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/80—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in fisheries management
- Y02A40/81—Aquaculture, e.g. of fish
Landscapes
- Artificial Fish Reefs (AREA)
- Revetment (AREA)
- Joining Of Building Structures In Genera (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、複数のバー部材をボー
ルにてジョイントすることによって構成されるトラス構
造物に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a truss structure constituted by joining a plurality of bar members with balls.
【0002】[0002]
【従来の技術】トラス構造物を海底に沈め、これを魚礁
として、或いは波浪を緩和する緩衝体として使用するこ
とが行なわれるが、斯かるトラス構造物は、例えば複数
のバー部材をコンクリート製のボールによってジョイン
トすることによって構築される。尚、バー部材として
は、例えばコンクリート製の円筒状バーの内部に金属製
のテンションロープ等のテンション部材を挿通したもの
が使用され、該バー部材に作用する引張力はテンション
部材によって受けられ、圧縮力は円筒状バーによって受
けられる。2. Description of the Related Art A truss structure is submerged on the seabed and used as a fish reef or as a buffer for mitigating waves. Such a truss structure includes, for example, a plurality of bar members made of concrete. Constructed by joining with balls. As the bar member, for example, a member in which a tension member such as a metal tension rope is inserted through a cylindrical cylindrical bar made of concrete is used, and the tensile force acting on the bar member is received by the tension member, and the bar member is compressed. The force is received by the cylindrical bar.
【0003】[0003]
【発明が解決しようとする課題】ところで、従来のトラ
ス構造物においては、テンション部材のボールへの組付
けは、例えば該テンション部材の端部に固着された突起
部材をボールに形成された孔に圧入することによってな
されていた(特公昭52−3487号公報参照)ため、
組付性が悪いという問題があった。By the way, in the conventional truss structure, the assembling of the tension member to the ball is performed, for example, by attaching a projection member fixed to an end of the tension member to a hole formed in the ball. It was made by press-fitting (see Japanese Patent Publication No. 52-3487).
There was a problem that assembly was poor.
【0004】又、バー部材は円筒状バーとテンション部
材から成る二重構造を有しているため、構造が複雑化
し、コストが高くなるという欠点もあった。Further, since the bar member has a double structure composed of a cylindrical bar and a tension member, there is a disadvantage that the structure is complicated and the cost is high.
【0005】本発明は上記問題に鑑みてなされたもの
で、その目的とする処は、組付性の向上、構造単純化、
コストダウン等を図ることができるトラス構造物を提供
することにある。[0005] The present invention has been made in view of the above problems, and its object is to improve the assemblability, simplify the structure,
An object of the present invention is to provide a truss structure capable of reducing costs and the like.
【0006】[0006]
【課題を解決するための手段】上記目的を達成すべく本
発明は、バー部材を鋼管で構成し、該鋼管の端部を、ボ
ールに結着された係止部材にボルト結合してトラス構造
物を構成したことをその特徴とする。In order to achieve the above object, the present invention provides a truss structure in which a bar member is formed of a steel pipe, and an end of the steel pipe is bolted to a locking member bonded to a ball. The feature is that it constitutes an object.
【0007】[0007]
【作用】本発明によれば、バー部材を構成する鋼管の端
部を、ボールに結着された係止部材に直接ボルト結合す
ることによってトラス構造物が簡単に組み付けられるた
め、該トラス構造物の組付性が高められる。尚、ボール
の芯間距離は、鋼管と係止部材の間に挟み込まれるシム
によって調整される。According to the present invention, the truss structure can be easily assembled by directly bolting the end of the steel pipe constituting the bar member to the locking member attached to the ball. Is easy to assemble. The center distance of the ball is adjusted by a shim inserted between the steel pipe and the locking member.
【0008】又、バー部材は鋼管のみによって構成され
るため、当該トラス構造物の構造が単純化し、コストダ
ウンが図られる。尚、鋼管は高い引張強度と圧縮強度を
有するため、引張力と圧縮力は共に鋼管によって十分受
けられる。Further, since the bar member is constituted only by the steel pipe, the structure of the truss structure is simplified, and the cost is reduced. Since the steel pipe has high tensile strength and high compressive strength, both the tensile force and the compressive force can be sufficiently received by the steel pipe.
【0009】[0009]
【実施例】以下に本発明の一実施例を添付図面に基づい
て説明する。An embodiment of the present invention will be described below with reference to the accompanying drawings.
【0010】図3は本発明に係るトラス構造物の基本ト
ラスユニットの斜視図であり、該基本トラスユニットは
6本のバー部材1…を4つのボール2…にてジョイント
することによって図示のように三次元のトラス構造とし
て構成され、この基本トラスユニットが複数組み合わさ
れて1つのトラス構造物が構築される。FIG. 3 is a perspective view of a basic truss unit of a truss structure according to the present invention. The basic truss unit is formed by joining six bar members 1... With four balls 2. Is constructed as a three-dimensional truss structure, and a plurality of the basic truss units are combined to construct one truss structure.
【0011】ここで、本発明に係るトラス構造物のジョ
イント構造の詳細を図1及び図2に基づいて説明する。
尚、図1は本発明に係るトラス構造物のジョイント構造
を示す部分断面図、図2はバー部材のボールへの組付け
要領を示す分解断面図である。Here, the joint structure of the truss structure according to the present invention will be described in detail with reference to FIGS.
FIG. 1 is a partial sectional view showing a joint structure of a truss structure according to the present invention, and FIG. 2 is an exploded sectional view showing how to attach a bar member to a ball.
【0012】図1に示すように、前記ボール2はゴム製
の中空の球体であって、これは内部に金属又は強化プラ
スチック(FRP)から成る球殻体3を埋め込んで構成
される。そして、この球殻体3には複数のボルト4…が
放射状に取り付けられており、該ボルト4…はストッパ
リング15…によって抜け止めが図られており、ボール
2の外表面のボルト4…が突出する部位には円形の皿状
溝5…が形成されている。そして、各ボルト4には、係
止部材6が挿通され、該係止部材6はボルト4に螺合す
るダブルロックナット7,7によってボール2に結着さ
れている。尚、係止部材6は、皿状に成形された金属製
のヘッドカップ8とバーエンドソケット9で金属製のカ
ラー10を挟持して構成される。As shown in FIG. 1, the ball 2 is a hollow sphere made of rubber and has a spherical shell 3 made of metal or reinforced plastic (FRP) embedded therein. A plurality of bolts 4 are radially attached to the spherical shell 3, and the bolts 4 are prevented from coming off by stopper rings 15. The bolts 4 on the outer surface of the ball 2 are Circular dish-shaped grooves 5 are formed at the protruding portions. A locking member 6 is inserted through each bolt 4, and the locking member 6 is connected to the ball 2 by double lock nuts 7 and 7 screwed to the bolt 4. The locking member 6 is configured by sandwiching a metal collar 10 between a metal head cup 8 formed into a dish shape and a bar end socket 9.
【0013】一方、前記バー部材1は鋼管で構成されて
おり、該バー部材1の端部にはフランジ11が溶着され
ている。On the other hand, the bar member 1 is made of a steel pipe, and a flange 11 is welded to an end of the bar member 1.
【0014】次に、各バー部材1をボール2にジョイン
トする要領を図2を参照しながら説明する。Next, the procedure for joining each bar member 1 to the ball 2 will be described with reference to FIG.
【0015】図2に示すように、各係止部材6は予めボ
ール2に結着されており、該係止部材6には、間にリン
グ状のシム12を介在させて、バー部材1のフランジ1
1が接合され、バー部材1は、フランジ11、シム12
及び係止部材6に挿通する複数本のボルト13…及びこ
れらボルト13…に螺合するナット14…によって係止
部材6に直結される。As shown in FIG. 2, each locking member 6 is previously bound to the ball 2, and a ring-shaped shim 12 is interposed between the locking members 6 so that the bar member 1 Flange 1
1 are joined, and the bar member 1 includes a flange 11 and a shim 12.
And a plurality of bolts 13 inserted into the locking member 6 and nuts 14 screwed to the bolts 13 are directly connected to the locking member 6.
【0016】而して、以上のジョイント作業を繰り返す
ことによって1つのトラス構造物が構築されるが、ボー
ル2…の芯間距離はシム12の厚さを変えることによっ
て調整される。尚、トラスが或る程度組み上り、バー部
材1の両端の一対のボール2,2の位置が決まった時点
でバー部材1を組み付ける場合には、図2に鎖線にて示
すように、バー部材1を一対のボール2,2間に側方
(図2の矢印方向)から嵌め込めば良く、このときバー
部材1のフランジ11及び係止部材6のフランジ部がバ
ー部材1の長手方向と直交しているため、バー部材1を
側方から容易に嵌め込むことができる。Thus, one truss structure is constructed by repeating the above-described joint work. The center distance between the balls 2... Is adjusted by changing the thickness of the shim 12. When the truss is assembled to some extent and the positions of the pair of balls 2 at both ends of the bar member 1 are determined, the bar member 1 is assembled as shown by a chain line in FIG. 1 may be inserted between the pair of balls 2 and 2 from the side (in the direction of the arrow in FIG. 2). As a result, the bar member 1 can be easily fitted from the side.
【0017】以上において、本実施例によれば、バー部
材1を構成する鋼管の端部を、ボール2に結着された係
止部材6に直接ボルト結合することによってトラス構造
物が簡単に組み付けられるため、該トラス構造物の組付
性が高められる。As described above, according to the present embodiment, the truss structure can be easily assembled by directly bolting the end of the steel pipe constituting the bar member 1 to the locking member 6 bonded to the ball 2. Therefore, the assemblability of the truss structure is improved.
【0018】又、バー部材1は鋼管のみによって構成さ
れるため、当該トラス構造物の構造が単純化し、コスト
ダウンが図られる。Further, since the bar member 1 is constituted only by the steel pipe, the structure of the truss structure is simplified, and the cost is reduced.
【0019】尚、以上の実施例では、ボール2をゴム製
としたが、図4に示すように、ボール2をコンクリート
製とし、係止部材6を構成するヘッドカップ8とバーエ
ンドソケット9の間にゴム製の弾性ヘッド16を介設す
るようにしても良い。この場合、前記実施例において用
いられたカラー10(図1参照)は不要となる。或い
は、図5に示すように、ボール2を金属製とし、該ボー
ル2にゴム製の弾性ヘッド16を直接焼き付けるように
しても良い。In the above embodiment, the ball 2 is made of rubber. However, as shown in FIG. 4, the ball 2 is made of concrete, and the space between the head cup 8 and the bar end socket 9 constituting the locking member 6 is formed. An elastic head 16 made of rubber may be interposed. In this case, the collar 10 (see FIG. 1) used in the above embodiment becomes unnecessary. Alternatively, as shown in FIG. 5, the ball 2 may be made of metal and a rubber elastic head 16 may be directly baked on the ball 2.
【0020】[0020]
【発明の効果】以上の説明で明らかな如く、本発明によ
れば、バー部材を鋼管で構成し、該鋼管の端部を、ボー
ルに結着された係止部材にボルト結合してトラス構造物
を構成したため、当該トラス構造物の組付性の向上、構
造単純化、コストダウン等を図ることができるという効
果が得られる。As is apparent from the above description, according to the present invention, the bar member is formed of a steel pipe, and the end of the steel pipe is bolted to the locking member fixed to the ball, thereby forming a truss structure. Since such a truss structure is constructed, it is possible to improve the assemblability of the truss structure, simplify the structure, and reduce the cost.
【図1】本発明に係るトラス構造物のジョイント構造を
示す部分断面図である。FIG. 1 is a partial sectional view showing a joint structure of a truss structure according to the present invention.
【図2】本発明に係るトラス構造物の組付け要領を示す
分解断面図である。FIG. 2 is an exploded cross-sectional view showing a procedure for assembling the truss structure according to the present invention.
【図3】本発明に係るトラス構造物の基本トラスユニッ
トの斜視図である。FIG. 3 is a perspective view of a basic truss unit of the truss structure according to the present invention.
【図4】本発明の変更実施例を示す部分断面図である。FIG. 4 is a partial sectional view showing a modified embodiment of the present invention.
【図5】本発明の変更実施例を示す部分断面図である。FIG. 5 is a partial sectional view showing a modified embodiment of the present invention.
【符号の説明】 1 バー部材 2 ボール 6 係止部材 11 フランジ 13 ボルト 14 ナット[Description of Signs] 1 Bar member 2 Ball 6 Locking member 11 Flange 13 Bolt 14 Nut
フロントページの続き (56)参考文献 特開 昭59−210135(JP,A) 特開 平1−255704(JP,A) 実開 昭52−94011(JP,U) 実公 昭41−3011(JP,Y1)Continuation of the front page (56) References JP-A-59-210135 (JP, A) JP-A-1-255704 (JP, A) JP-A 52-94011 (JP, U) JP-A 41-3011 (JP) , Y1)
Claims (1)
することによって構成されるトラス構造物であって、前
記バー部材を鋼管で構成し、該鋼管の端部を、前記ボー
ルに結着された係止部材にボルト結合して構成されるこ
とを特徴とするトラス構造物1. A truss structure constituted by joining a plurality of bar members with a ball, wherein the bar member is formed of a steel pipe, and an end of the steel pipe is bonded to the ball. A truss structure characterized by being bolted to a locking member
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3193687A JP2982084B2 (en) | 1991-07-09 | 1991-07-09 | Truss structure |
FR9208548A FR2679577A1 (en) | 1991-07-09 | 1992-07-09 | Connector for underwater structures |
US07/910,241 US5310273A (en) | 1991-07-09 | 1992-07-09 | Joint for truss structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP3193687A JP2982084B2 (en) | 1991-07-09 | 1991-07-09 | Truss structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH0518021A JPH0518021A (en) | 1993-01-26 |
JP2982084B2 true JP2982084B2 (en) | 1999-11-22 |
Family
ID=16312115
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP3193687A Expired - Lifetime JP2982084B2 (en) | 1991-07-09 | 1991-07-09 | Truss structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2982084B2 (en) |
-
1991
- 1991-07-09 JP JP3193687A patent/JP2982084B2/en not_active Expired - Lifetime
Also Published As
Publication number | Publication date |
---|---|
JPH0518021A (en) | 1993-01-26 |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
EXPY | Cancellation because of completion of term |