JPS6123523Y2 - - Google Patents

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Publication number
JPS6123523Y2
JPS6123523Y2 JP3665681U JP3665681U JPS6123523Y2 JP S6123523 Y2 JPS6123523 Y2 JP S6123523Y2 JP 3665681 U JP3665681 U JP 3665681U JP 3665681 U JP3665681 U JP 3665681U JP S6123523 Y2 JPS6123523 Y2 JP S6123523Y2
Authority
JP
Japan
Prior art keywords
main body
fitting
concrete structure
ring plate
joint
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
JP3665681U
Other languages
Japanese (ja)
Other versions
JPS5727005U (en
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 filed Critical
Priority to JP3665681U priority Critical patent/JPS6123523Y2/ja
Publication of JPS5727005U publication Critical patent/JPS5727005U/ja
Application granted granted Critical
Publication of JPS6123523Y2 publication Critical patent/JPS6123523Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 本考案は、例えばセグメントなどのコンクリー
ト構造物同志を締結するためのコンクリート構造
物用継手金具に関する。
[Detailed Description of the Invention] The present invention relates to a joint fitting for concrete structures, for example, for connecting concrete structures such as segments.

最近、地震や火災などに備え、主として地下に
構築される貯水槽がある。この貯水槽として例え
ば工事期間の短縮、構築現場のスペースの縮少な
どの目的から、予め工場で規格化して生産された
円弧板状のコンクリート構造物を構築現場に運搬
してプレハブ方式に締結して組立て主として地下
に所望の円筒状の貯水槽を得るようにしたものが
ある。
Recently, water storage tanks have been constructed mainly underground to prepare for earthquakes, fires, etc. For the purpose of shortening the construction period and reducing the space at the construction site, for example, this water tank is made of arc plate-shaped concrete structures that are standardized and produced in advance at a factory, transported to the construction site, and fastened in a prefabricated manner. There is one that is assembled mainly underground to obtain a desired cylindrical water storage tank.

しかるに上述した相隣り合うコンクリート構造
物同志の締結は従来コンクリート構造物の端面を
一致させて該端面に設けた継手金具同志をボルト
締めすることによつてなされている。第1図に図
示するものは上記継手金具の従来例のひとつであ
つて継手金具1はコ字状に折り曲げた鋼板から成
るもので、フランジ部2,2及びその中央部に形
成された本体部3で構成され、該本体部3の中央
にはボルト締結用のボルト孔4を有し、フランジ
部2,2には埋め込み脚5・5,5・5を有して
いて、第2図に示すようにコンクリート構造物6
に上記両フランジ部2,2及び埋め込み脚5,
5,5・5を埋め込むとともに上記本体部3の外
面をコンクリート構造物6の端面に露呈させて構
成している。
However, the above-described connection between adjacent concrete structures has conventionally been achieved by aligning the end faces of the concrete structures and bolting joint fittings provided on the end faces. The one shown in FIG. 1 is one of the conventional examples of the above-mentioned joint metal fittings, and the joint metal fitting 1 is made of a steel plate bent into a U-shape. 3, the center of the main body part 3 has a bolt hole 4 for bolt fastening, and the flange parts 2, 2 have embedded legs 5, 5, 5, 5, as shown in FIG. Concrete structure 6 as shown
Both the flange parts 2, 2 and the embedded leg 5,
5, 5, and 5 are embedded, and the outer surface of the main body portion 3 is exposed to the end surface of the concrete structure 6.

しかるに貯水槽の各コンクリート構造物が(特
に地下貯水槽においては)種々の応力を受ける。
従つて上述した如き従来例の継手金具では特に連
結したコンクリート構造物間に引張力が働いた場
合に第3図に示すように中央の本体部3,3が外
方に湾曲して膨み、そのため接合した両コンクリ
ート構造物の端面に隙間が生ずるおそれがあつ
た。なお図中7,8は二つの継手金具の本体部
3,3をそれらのボルト孔4,4を通して締結す
るボルト及びナツトであり、9,9はボルト締結
操作のため本体部3,3の後方に設けた開口部で
ある。このため水密性が絶対の要件である貯水槽
としては甚だ不都合であるばかりでなく貯水槽の
構造が弱体化して不都合でもあつた。
However, each concrete structure of a water tank (especially in an underground water tank) is subject to various stresses.
Therefore, in the conventional joint fittings as described above, especially when a tensile force is applied between the connected concrete structures, the central main body parts 3, 3 curve and swell outward as shown in FIG. Therefore, there was a risk that a gap would occur between the end faces of both concrete structures that were joined together. In the figure, 7 and 8 are bolts and nuts that fasten the main bodies 3 and 3 of the two joint fittings through their bolt holes 4 and 4, and 9 and 9 are the bolts and nuts that are connected to the rear of the main bodies 3 and 3 for the bolt fastening operation. This is an opening provided in the This is not only extremely inconvenient for a water tank where watertightness is an absolute requirement, but it is also inconvenient because the structure of the water tank is weakened.

本考案は上記の欠点を解消すべく案出されたも
ので、継手金具の本体部内面に、その本体部の円
形ボルト孔を囲む輪板とこの輪板の外周面から放
射状に延びる補強リブとからなる補強部材を溶接
した構造とすることにより、本体部が膨出するこ
とのない極めて強固なコンクリート構造物用継手
金具を提供しようとするものである。
The present invention was devised to solve the above-mentioned drawbacks, and includes a ring plate surrounding the circular bolt hole of the main body and reinforcing ribs extending radially from the outer peripheral surface of the ring plate on the inner surface of the main body of the fitting. The present invention aims to provide an extremely strong joint fitting for concrete structures in which the main body part does not bulge by having a structure in which reinforcing members made of the above are welded together.

以下、本考案の一実施例を添付の第4図を参照
して説明する。
Hereinafter, one embodiment of the present invention will be described with reference to the attached FIG. 4.

図において、符号10は矩形状に形成された本
体部で、この本体部10の左右(長手方向)両端
近くの内面10aにはその内面10aに直交しか
つ互いに平行になつたフランジ部11,11が本
体部10と一体的にそれぞれ設けられ、これによ
りその外形が断面ほぼコ字状に形成されている。
また、前記本体部10の中央部には円形のボルト
孔12(第5図参照)が形成されており、さらに
この本体部10の内面10a側には、上記ボルト
孔12を囲む輪板13aとこの輪板13aの外周
面から放射状に延びる複数個(図示例では4個)
の補強リブ13b…とからなる鋼製の補強部材1
3が溶接によつて取り付けられており、かつ上記
各補強リブ13b…の各々の先端面は第5図に示
すように上記両フランジ部11,11の内面11
a,11aにそれぞれ面接触するように形成され
ている。
In the figure, reference numeral 10 denotes a main body formed in a rectangular shape, and on an inner surface 10a near both left and right (longitudinal) ends of the main body 10, flange portions 11, 11 are perpendicular to the inner surface 10a and parallel to each other. are provided integrally with the main body portion 10, thereby forming an approximately U-shaped outer shape in cross section.
Further, a circular bolt hole 12 (see FIG. 5) is formed in the center of the main body 10, and a ring plate 13a surrounding the bolt hole 12 is formed on the inner surface 10a of the main body 10. A plurality of pieces (four pieces in the illustrated example) extend radially from the outer peripheral surface of the ring plate 13a.
A steel reinforcing member 1 consisting of reinforcing ribs 13b...
3 are attached by welding, and the tip surfaces of each of the reinforcing ribs 13b... are connected to the inner surfaces 11 of the flange portions 11, 11, as shown in FIG.
They are formed so as to be in surface contact with a and 11a, respectively.

なお、符号14は上記両フランジ部11,11
の外面側にその一端を溶接することによつて取り
付けた鉄筋等からなる埋め込み脚を示している。
Note that the reference numeral 14 indicates both the flange portions 11, 11.
The figure shows an embedded leg made of reinforcing steel or the like attached by welding one end to the outer surface of the base.

第5図は上記のように構成された継手金具Aを
セグメントなどのコンクリート構造物に埋設した
状態を示すもので、両フランジ部11,11およ
び埋め込み脚14…はそのコンクリート構造物内
に埋め込まれ、中央の本体部10の外面はコンク
リート構造物の端面に一致するように露呈されて
いる。
Fig. 5 shows a state in which the fitting A configured as described above is buried in a concrete structure such as a segment, and both flanges 11, 11 and embedded legs 14 are embedded in the concrete structure. , the outer surface of the central body portion 10 is exposed to match the end surface of the concrete structure.

さて、このように本体部10の内面10aに、
輪板13aと複数個の補強リブ13b…とからな
る補強部材13を設けた場合、本体部10はその
補強部材13自体によつて直接補強されることは
もちろん、その補強部材13の各補強リブ13b
の先端面が両フランジ部11,11の内面11
a,11aにそれぞれ面接触しているので、この
補強部材13は両フランジ部11,11間の支え
部材としての作用も発揮し、したがつて両フラン
ジ部11,11が互いに接近するように容易に変
形しないので本体部10の膨出は確実に防止され
る。ところで、このようなコ字状をなす継手金具
にあつては、これを利用して連結したコンクリー
ト構造物間に引張力が働いた場合には、例えば第
3図に示すように本体部を外方へ湾曲させようと
する力が作用するが、その場合において引張力が
最も大きく作用する部分でかつその引張力に対し
応力が最も弱い部分は本体部の中央、つまりボル
ト孔の周囲である。しかして本考案による継手金
具では、締結用のボルトを介してその本体部10
のボルト孔12の周囲に作用するせん断荷重や曲
げ荷重は上記輪板13aおよび各補強リブ13b
によつて放射状に分散されるので、それらの荷重
が局部的に作用するところがなく、理想的に補強
されている。
Now, in this way, on the inner surface 10a of the main body part 10,
When a reinforcing member 13 consisting of a ring plate 13a and a plurality of reinforcing ribs 13b is provided, the main body portion 10 is not only directly reinforced by the reinforcing member 13 itself, but also by each reinforcing rib of the reinforcing member 13. 13b
The tip end surface is the inner surface 11 of both flange parts 11, 11.
Since the reinforcing member 13 is in surface contact with a and 11a, it also functions as a supporting member between the flange parts 11 and 11, and therefore allows the flange parts 11 and 11 to approach each other easily. Since the main body portion 10 is not deformed, bulging of the main body portion 10 is reliably prevented. By the way, in the case of such a U-shaped joint fitting, if a tensile force is applied between the concrete structures connected using it, the main body may be removed, for example, as shown in Figure 3. In this case, the part where the tensile force is greatest and the part where the stress is the weakest relative to the tensile force is the center of the main body, that is, around the bolt hole. However, in the joint fitting according to the present invention, the body portion 10 is
The shearing load and bending load acting around the bolt hole 12 are applied to the ring plate 13a and each reinforcing rib 13b.
Since the load is distributed radially by the steel, there is no localized area where the load is applied, providing ideal reinforcement.

一方、この補強部材13を製作面からみた場
合、適宜の肉厚をもつ鋼板等を打抜加工などの方
法により簡単に形成することができ、またこの補
強部材13の本体部10に対する取り付けも数個
所点溶接する程度で確実に取り付けることができ
る。
On the other hand, when looking at the reinforcing member 13 from the manufacturing point of view, it is possible to easily form a steel plate or the like with an appropriate thickness by punching or other methods, and the reinforcing member 13 can be easily attached to the main body 10 in several ways. It can be installed securely with spot welding.

なお、上記実施例では本体部10と両フランジ
部11,11とを一体的に形成したものに補強部
材13を取り付けた例を示したが、前記両フラン
ジ部11,11を本体部10に溶接により取り付
けたもの、あるいは1枚の鋼板をコ字状に折り曲
げて形成したものなどに補強部材13を取り付け
て継手金具を形成してもよい。
In the above embodiment, the reinforcing member 13 is attached to the main body 10 and the flange parts 11, 11 formed integrally, but the flange parts 11, 11 may be welded to the main body 10. The joint fitting may be formed by attaching the reinforcing member 13 to a piece that is attached by a method or a piece that is formed by bending a single steel plate into a U-shape.

以上のように本考案によれば、本体部内面に、
その本体部の円形ボルト孔を囲む輪板とこの輪板
の外周面から放射状に延びる補強リブとからなる
補強部材を溶接した構造としてので、本体部が膨
出することのない極めて強固なコンクリート構造
物用継手金具を提供することができる。
As described above, according to the present invention, on the inner surface of the main body,
The structure is made by welding reinforcing members consisting of a ring plate that surrounds the circular bolt hole in the main body and reinforcing ribs that extend radially from the outer peripheral surface of the ring plate, so the main body has an extremely strong concrete structure that will not bulge out. It is possible to provide joint fittings for objects.

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

第1図は従来の継手金具を示す斜視図、第2図
は第1図に示す継手金具がコンクリート構造物に
取り付けられた状態を示す断面図、第3図は第2
図に示す継手金具が歪曲した状態を示す断面説明
図、第4図は本考案の一実施例を示す一部切欠斜
視図、第5図は第4図に示す継手金具が取り付け
られたコンクリート構造物を示す斜視図である。 10……本体部、10a……内面、11,11
……フランジ部、11a,11a……内面、12
……ボルト孔、13……補強部材、13a……輪
板、13b……補強リブ。
Fig. 1 is a perspective view showing a conventional joint fitting, Fig. 2 is a sectional view showing the fitting shown in Fig. 1 attached to a concrete structure, and Fig. 3 is a perspective view showing a conventional fitting.
Fig. 4 is a partially cutaway perspective view showing an embodiment of the present invention, and Fig. 5 is a concrete structure to which the fitting shown in Fig. 4 is attached. It is a perspective view showing an object. 10... Main body, 10a... Inner surface, 11, 11
...Flange part, 11a, 11a...Inner surface, 12
... Bolt hole, 13 ... Reinforcement member, 13a ... Ring plate, 13b ... Reinforcement rib.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 断面ほぼコ字状に形成された継手金具の両フラ
ンジ部をコンクリート構造物内に埋め込むととも
に、この継手金具の本体部外面を上記コンクリー
ト構造物の端面に露呈させ、この本体部と他のコ
ンクリート構造物に同様に埋め込まれた継手金具
の本体部とをこれら本体部の中央部にそれぞれ形
成された円形ボルト孔を利用してボルト締めによ
つて締結する構造の継手金具において、上記継手
金具の本体部内面に、その本体部の円形ボルト孔
を囲む輪板とこの輪板の外周面から放射状に延び
る複数の補強リブとからなる補強部材を溶接し、
かつ前記各補強リブの先端面を上記両フランジ部
内面にそれぞれ面接触させたことを特徴とするコ
ンクリート構造物用継手金具。
Both flanges of the fitting, which has a substantially U-shaped cross section, are embedded in the concrete structure, and the outer surface of the main body of the fitting is exposed to the end surface of the concrete structure, so that the main body and other concrete structures are exposed. In a joint fitting having a structure in which the main body parts of the joint fittings similarly embedded in an object are fastened by bolting using circular bolt holes respectively formed in the center parts of these main body parts, A reinforcing member consisting of a ring plate surrounding the circular bolt hole of the main body part and a plurality of reinforcing ribs extending radially from the outer peripheral surface of the ring plate is welded to the inner surface of the part,
A joint fitting for a concrete structure, characterized in that the end surfaces of each of the reinforcing ribs are brought into surface contact with the inner surfaces of both the flange parts.
JP3665681U 1981-03-16 1981-03-16 Expired JPS6123523Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP3665681U JPS6123523Y2 (en) 1981-03-16 1981-03-16

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP3665681U JPS6123523Y2 (en) 1981-03-16 1981-03-16

Publications (2)

Publication Number Publication Date
JPS5727005U JPS5727005U (en) 1982-02-12
JPS6123523Y2 true JPS6123523Y2 (en) 1986-07-15

Family

ID=29434714

Family Applications (1)

Application Number Title Priority Date Filing Date
JP3665681U Expired JPS6123523Y2 (en) 1981-03-16 1981-03-16

Country Status (1)

Country Link
JP (1) JPS6123523Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0225004Y2 (en) * 1985-02-12 1990-07-10

Also Published As

Publication number Publication date
JPS5727005U (en) 1982-02-12

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