JPS6219748Y2 - - Google Patents

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Publication number
JPS6219748Y2
JPS6219748Y2 JP318981U JP318981U JPS6219748Y2 JP S6219748 Y2 JPS6219748 Y2 JP S6219748Y2 JP 318981 U JP318981 U JP 318981U JP 318981 U JP318981 U JP 318981U JP S6219748 Y2 JPS6219748 Y2 JP S6219748Y2
Authority
JP
Japan
Prior art keywords
flexible
tube
joint
cylindrical body
connecting arms
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
JP318981U
Other languages
Japanese (ja)
Other versions
JPS57119865U (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
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Priority to JP318981U priority Critical patent/JPS6219748Y2/ja
Publication of JPS57119865U publication Critical patent/JPS57119865U/ja
Application granted granted Critical
Publication of JPS6219748Y2 publication Critical patent/JPS6219748Y2/ja
Expired legal-status Critical Current

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  • Joints Allowing Movement (AREA)

Description

【考案の詳細な説明】 本考案は、多角形即ち角形状断面の上、下水
道、共同溝、地下道、トンネルなどの暗渠等の接
続に用いられる筒状体の可撓伸縮継手に関するも
のである。
[Detailed Description of the Invention] The present invention relates to a flexible expansion joint of a cylindrical body, which is used for connecting culverts of polygonal or rectangular cross sections, sewers, public ditches, underground passages, tunnels, and the like.

暗渠の継手には、接続すべき一対の暗渠の夫々
に筐体部を有する碇着部材を取り付け、両碇着部
材間に渡設した耐力部材の両端部を碇着部材の筐
体部内に抜け外れ不能に挿入すると共に、耐力部
材の内外周側に筒状の可撓止水部材を配設して、
両暗渠を相対変位可能に且つ水密に接続する型式
のものがある。
Attach an anchoring member having a casing to each of the pair of culverts to be connected to the joint of the culvert, and insert both ends of the load-bearing member provided between the two anchoring members into the casing of the anchoring member. In addition to being inserted in a manner that cannot be removed, cylindrical flexible water-stopping members are arranged on the inner and outer peripheral sides of the load-bearing member,
There is a type that connects both culverts so that they can be moved relative to each other and in a watertight manner.

この様な型式の暗渠の継手は、上述の如く一対
の暗渠の相対変位を許容できるが、その相対変位
許容量は必ずしも充分に大きなものではなかつ
た。
Although this type of underdrain joint can tolerate relative displacement between a pair of underdrains as described above, the relative displacement tolerance has not always been sufficiently large.

本考案は、この点に鑑み、接続すべき一対の筒
状体の相対変位量を十分に許容できる筒状体の可
撓伸縮継手を提供するものである。
In view of this point, the present invention provides a flexible expansion joint for cylindrical bodies that can sufficiently tolerate the amount of relative displacement between a pair of cylindrical bodies to be connected.

本考案は、角形状断面を有する可撓伸縮性の継
手筒を、少なくとも2以上の可撓伸縮筒と該可撓
伸縮筒同志を連設している剛直筒から構成し、隣
接する角形状断面の筒状体の端部同志を前記継手
筒により一体的に連設し、前記隣接する筒状体同
志に直接又は間接に跨る少なくとも2以上の連結
アームを互いに平行に且つ上下に間隔をおいて前
記継手筒の側面に配設し、該各連結アームの中間
部を前記剛直筒の側面に回動自在に枢着し、前記
連結アームの両端部にその長手方向に延びる長孔
をそれぞれ穿設し、前記各長孔に挿入したピンを
前記各筒状体側の側面に直接又は継手筒の端部に
装着することにより間接に装着した点に構成上の
特徴を有する。
In the present invention, a flexible and stretchable joint tube having a square cross section is composed of at least two flexible tubes and a rigid tube that connects the flexible tubes, and the flexible tubes have adjacent square cross sections. The ends of the cylindrical bodies are integrally connected by the joint tube, and at least two or more connecting arms directly or indirectly spanning the adjacent cylindrical bodies are arranged parallel to each other and spaced apart vertically. disposed on the side surface of the joint tube, the intermediate portion of each of the connecting arms is rotatably pivoted to the side surface of the rigid tube, and elongated holes extending in the longitudinal direction are formed in both ends of the connecting arms, respectively. However, the structure is characterized in that the pins inserted into each of the elongated holes are attached directly to the side surface of each of the cylindrical bodies or indirectly by being attached to the end of the joint tube.

以下、本考案の実施例を図面にしたがつて説明
する。
Embodiments of the present invention will be described below with reference to the drawings.

第1図は、本考案の可撓伸縮継手で接続する筒
状体の一例を示したもので、筒状体であるコンク
リート暗渠1,1′はその断面形状が方形に形成
されている。この隣接するコンクリート暗渠1,
1′の対向端同志は、本考案に係る可撓伸縮継手
2により連設されている。
FIG. 1 shows an example of a cylindrical body connected by the flexible expansion joint of the present invention, and the cylindrical concrete culverts 1 and 1' have a rectangular cross-sectional shape. This adjacent concrete culvert 1,
1' are connected to each other by a flexible expansion joint 2 according to the present invention.

第2図は第1図に示した可撓伸縮継手2を拡大
して示したもので、図中、3,3′は第1図に示
したコンクリート暗渠1,1′の対向端に固着さ
れた碇着部材である。また、可撓伸縮継手2は、
コンクリート暗渠1,1′と同様にその断面が略
方形状に形成された可撓伸縮性の継手筒4を有す
る。
Figure 2 is an enlarged view of the flexible expansion joint 2 shown in Figure 1, where 3 and 3' are fixed to opposite ends of the concrete culverts 1 and 1' shown in Figure 1. This is the anchoring member. In addition, the flexible expansion joint 2 is
Like the concrete culverts 1 and 1', it has a flexible and extensible joint tube 4 whose cross section is formed into a substantially rectangular shape.

継手筒4は、断面が略方形状の短い剛直筒5
と、剛直筒5と碇着部材3を連設している可撓伸
縮筒6と、剛直筒5と碇着部材3′を連設してい
る可撓伸縮筒6′を有する。
The joint tube 4 is a short rigid tube 5 with a substantially rectangular cross section.
, a flexible telescopic cylinder 6 in which the rigid cylinder 5 and the anchoring member 3 are connected together, and a flexible telescoping cylinder 6' in which the rigid cylinder 5 and the anchoring member 3' are connected in series.

この可撓伸縮筒6,6′は同一構造であるの
で、可撓伸縮筒6の構造を以下に説明して可撓伸
縮筒6′の説明は相当する部分に同一符号にダツ
シユをつけた符号を付すことにより省略する。
Since the flexible telescoping tubes 6 and 6' have the same structure, the structure of the flexible telescoping tube 6 will be explained below, and the description of the flexible telescoping tube 6' will be explained using the same reference numerals with a dash added to corresponding parts. Omitted by adding .

可撓伸縮筒6は、耐力部材7,8及びゴム、合
成樹脂等からなる蛇復状の可撓止水部材9等から
構成されている(第3図参照)。第3図中、1
0,11は碇着部材3と剛直筒5の対向端部に設
けられた筐体部で、筐体部10には空間10a,
10bが形成され、筐体部11には空間11a,
11bが形成されている。上述した耐力部材7の
両端部は空間10a,11a内に抜け外れ不能に
挿入されており、耐力部材8の両端部は空間10
b,11b内に抜け外れ不能に挿入されている。
しかも、可撓止水部材9は、耐力部材7,8間に
配設されていて、その両端部が筐体部10,11
に水密的に固定されている。この様な構造によ
り、碇着部材3と剛直筒5は、互いに接近・離反
する方向及びコンクリート暗渠1,1′を横断す
る方向に若干相対変位できるようになつている。
The flexible telescoping tube 6 is composed of force-bearing members 7, 8, a serpentine-shaped flexible water-stopping member 9 made of rubber, synthetic resin, etc. (see FIG. 3). In Figure 3, 1
Reference numerals 0 and 11 designate casing sections provided at opposite ends of the anchoring member 3 and the rigid cylinder 5, and the casing section 10 has spaces 10a,
10b is formed, and the housing portion 11 has spaces 11a,
11b is formed. Both ends of the force-bearing member 7 described above are inserted into the spaces 10a and 11a in a manner that cannot be removed, and both ends of the force-bearing member 8 are inserted into the spaces 10a and 11a.
b, 11b so that they cannot be removed.
Moreover, the flexible water-stopping member 9 is disposed between the load-bearing members 7 and 8, and both ends thereof are connected to the housing parts 10 and 11.
is fixed in a watertight manner. With this structure, the anchoring member 3 and the rigid tube 5 can be slightly displaced relative to each other in the directions toward and away from each other and in the direction across the concrete culverts 1 and 1'.

碇着部材3の側面には、上下に間隔をおいてア
ーム支持部材12,13が固着されている。この
アーム支持部材12,13は、第4図に示すよう
に仕切壁14で区画される空間A,Bを有する。
碇着部材3′及び剛直筒5にも同様な構造のアー
ム支持部材12′,13′及び12″,13″がそれ
ぞれ固着されている。
Arm support members 12 and 13 are fixed to the side surface of the anchoring member 3 at intervals vertically. The arm support members 12 and 13 have spaces A and B defined by a partition wall 14, as shown in FIG.
Arm support members 12', 13' and 12'', 13'' of similar structure are also fixed to the anchoring member 3' and the rigid cylinder 5, respectively.

継手筒4の側面には碇着部材3,3′間に跨る
長さの連結アーム15,16が上下に間隔をおい
て平行に配設されている。この連結アーム15
は、アーム支持部材12,12′,12″の各空間
A内に挿入されていて、その中間部はピン17に
よりアーム支持部材12″に回動自在に支持され
ている。連結アーム15の両端部にはその長手方
向に延びる長孔15a,15bが穿設されてい
て、この長孔15a,15bに挿入したピン1
8,19はアーム支持部材12,12′に装着さ
れている。連結アーム16も同様にしてアーム支
持部材13,13′,13″に支持されており、図
中、16a,16bは連結アーム16の両端部に
穿設された長孔、20は連結アーム16の中間部
をアーム支持部材13″に回動自在に支持してい
るピン、21,22は長孔16a,16bに挿入
され且つアーム支持部材13,13″に装着され
たピンである。
On the side surface of the joint tube 4, connection arms 15 and 16 are arranged in parallel with each other and spaced apart from each other in the vertical direction and have a length spanning between the anchoring members 3 and 3'. This connecting arm 15
is inserted into each space A of the arm support members 12, 12', 12'', and its intermediate portion is rotatably supported by the arm support member 12'' by a pin 17. Long holes 15a and 15b extending in the longitudinal direction are bored at both ends of the connecting arm 15, and the pin 1 inserted into the long holes 15a and 15b is inserted into the long holes 15a and 15b.
8 and 19 are attached to arm support members 12 and 12'. The connecting arm 16 is similarly supported by arm support members 13, 13', 13'', and in the figure, 16a and 16b are long holes bored at both ends of the connecting arm 16, and 20 is a hole in the connecting arm 16. Pins 21 and 22, which rotatably support the intermediate portion on the arm support member 13'', are pins inserted into the elongated holes 16a and 16b and attached to the arm support members 13 and 13''.

次に、このような構成の筒状体の可撓伸縮継手
の作用を説明する。
Next, the operation of the flexible expansion joint of the cylindrical body having such a configuration will be explained.

地盤等の不等沈下による土圧によつて、コンク
リート暗渠1,1′の一方が下降させられると、
連結アーム15,16がピン17,20を中心に
回動させられて、剛直筒5が下方に強制的に変位
させられると共に、可撓伸縮筒6,6′が伸縮し
て、地盤等の不等沈下を吸収し、コンクリート暗
渠1,1′の接続部の破損が防止される。また両
可撓伸縮筒6,6′が均等に変位し、変位が一方
に片よらない。
When one of concrete culverts 1 and 1' is lowered due to earth pressure due to uneven subsidence of the ground, etc.,
The connecting arms 15 and 16 are rotated around the pins 17 and 20, and the rigid cylinder 5 is forcibly displaced downward, and the flexible telescoping cylinders 6 and 6' are expanded and contracted to remove obstacles such as the ground. It absorbs subsidence and prevents damage to the joints of the concrete underdrains 1 and 1'. Further, both flexible telescoping tubes 6, 6' are equally displaced, and the displacement is not biased to one side.

以上説明した実施例において、アーム支持部材
12〜12″、13〜13″に第5図の如く補強リ
ブ23を設けてもよい。また、上述したピン1
7,18,19及び20,21,22を第6図の
如く碇着部材3,3′及び剛直筒5の側面に直接
固着してもよい。
In the embodiment described above, reinforcing ribs 23 may be provided on the arm support members 12 to 12'' and 13 to 13'' as shown in FIG. In addition, pin 1 mentioned above
7, 18, 19 and 20, 21, 22 may be directly fixed to the side surfaces of the anchoring members 3, 3' and the rigid cylinder 5 as shown in FIG.

さらに、以上説明した構造に可撓伸縮筒6′及
び剛直筒5を第7図の如く更に付加した構造とし
てもよいし、これらを更に増加した構成としても
よいし、また、上述した実施例では2本の連結ア
ーム15,16を用いた例を示したが連結アーム
は2本以上設けてもよい。
Furthermore, a structure may be adopted in which a flexible telescoping tube 6' and a rigid tube 5 are further added to the structure described above as shown in FIG. Although an example using two connecting arms 15 and 16 has been shown, two or more connecting arms may be provided.

なお、以上説明した実施例では、コンクリート
暗渠に本考案に係る可撓伸縮継手を適用した例を
示したが、必ずしもこれに限定されるものではな
く、本考案に係る可撓伸縮継手はコンクリート以
外の材料即ち、鋼管、種々の金属等からなる暗渠
の接続に用いてもよい。
In addition, in the embodiment described above, an example was shown in which the flexible expansion joint according to the present invention is applied to a concrete culvert, but the invention is not necessarily limited to this, and the flexible expansion joint according to the present invention can be applied to a concrete culvert. It may be used to connect underdrains made of materials such as steel pipes, various metals, etc.

また、本考案の可撓伸縮継手は、断面が方形の
筒状に限る必要はなく、多角形即ち角形であれば
そのうちから接合される筒状体に合わせて任意に
選択できるものである。
Furthermore, the flexible expansion joint of the present invention does not have to be limited to a cylindrical shape with a rectangular cross section; any polygonal or square shape can be selected depending on the cylindrical body to be joined.

また、本考案の可撓伸縮継手は、断面が角形の
筒状体であれば暗渠以外のダクト等にも使用でき
る。また、可撓伸縮筒は、上述した構造のもので
ある必要はなく、例えば、ゴム・合成樹脂・金属
等から蛇腹状に且つ伸縮可能に形成した筒状の構
造としてもよい。
Furthermore, the flexible expansion joint of the present invention can be used for ducts other than underdrains as long as the cylindrical body has a rectangular cross section. Further, the flexible telescoping tube does not need to have the above-described structure, and may have a bellows-like and expandable cylindrical structure made of rubber, synthetic resin, metal, etc., for example.

また、筒状体、碇着部材及び剛直筒は一体に形
成されたものを示したが、これは複数のセグメン
トを組み立てて、筒状に形成されたものでもよ
い。
Further, although the cylindrical body, the anchoring member, and the rigid cylinder are shown as being integrally formed, they may be formed into a cylindrical shape by assembling a plurality of segments.

なお、剛直筒の素材は鋼材、コンクリートまた
はその他の金属等よりなる剛直なものであればよ
い。
Note that the material of the rigid tube may be any rigid material such as steel, concrete, or other metal.

また、連結アームは、その両端部が碇着部材即
ち継手筒の両端部に装着されたものを示したが、
各碇着部材を越えて、各筒状体に直接装着したも
のでもよい。
In addition, although the connecting arm has both ends attached to both ends of the anchoring member, that is, the joint tube,
It may be directly attached to each cylindrical body beyond each anchoring member.

本考案は、以上説明したように、角形状断面を
有する可撓伸縮性の継手筒を、少なくとも2以上
の可撓伸縮筒と該可撓伸縮筒同志を連設している
剛直筒から構成し、隣接する角形状断面の筒状体
同志を前記継手筒により連設した構成としたの
で、従来では吸収しえなかつた不等沈下量でも良
好に吸収して、継手部分の破損を未然に防止でき
る。しかも、可撓伸縮筒の数を変えることにより
予め予測できる不等沈下量に応じてその吸収量を
変更できるので、材料を必要最小限とすることが
できる。
As explained above, the present invention comprises a flexible and extensible joint tube having a square cross section, consisting of at least two flexible extensible tubes and a rigid tube in which the flexible extensible tubes are connected to each other. Since the structure is such that adjacent cylindrical bodies with rectangular cross-sections are connected by the joint tube, even the amount of uneven settlement, which could not be absorbed in the past, can be well absorbed and damage to the joint part can be prevented. can. Furthermore, by changing the number of flexible telescoping tubes, the amount of absorption can be changed according to the amount of unequal subsidence that can be predicted in advance, so the amount of material can be minimized.

また、隣接する筒状体同志に直接又は間接に跨
る連結アームの中間部を前記剛直筒の側面に回動
自在に枢着し、該連結アームの両端部にその長手
方向に延びる長孔をそれぞれ穿設し、前記各長孔
に挿入したピンを前記筒状体に直接又は継手筒に
装着することにより間接にそれぞれ装着した構成
としたので、不等沈下に伴ない隣接する筒状体に
段差が生じて軸線がずれても、複数の可撓伸縮筒
のうちいずれか一つのみが伸縮変形させられて残
りが伸縮変形しないという事態が生ずるのを確実
に防止できる。
Further, an intermediate portion of a connecting arm that directly or indirectly straddles adjacent cylindrical bodies is rotatably pivoted to the side surface of the rigid cylinder, and long holes extending in the longitudinal direction are formed in both ends of the connecting arm. The pins drilled and inserted into each long hole are attached to the cylindrical body directly or indirectly by being attached to the joint tube, so that there is no difference in level between adjacent cylindrical bodies due to uneven settlement. Even if this occurs and the axis is shifted, it is possible to reliably prevent a situation in which only one of the plurality of flexible telescoping tubes is expanded and contracted and the rest are not expanded and deformed.

さらに、上述した連結アームを2以上並設した
ので、筒状体同志が土圧等によつて捩れる方向に
回動するのを防止できる。しかも、連結アームが
複数となるので、不等沈下時に可撓伸縮継手に作
用する伸縮力及び曲げ力等の一部を各連結アーム
に分散できる。
Furthermore, since two or more of the above-mentioned connecting arms are arranged in parallel, it is possible to prevent the cylindrical bodies from rotating in a twisting direction due to earth pressure or the like. Furthermore, since there are a plurality of connecting arms, part of the stretching force, bending force, etc. that acts on the flexible expansion joint during uneven settlement can be distributed to each connecting arm.

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

第1図は、本考案に係る可撓伸縮継手を用いて
接続したコンクリート暗渠の斜視図(連結アーム
に関する部分は省略)。第2図は、本考案の一実
施例を示す可撓伸縮継手の側面図。第3図は、第
2図に示した可撓伸縮筒の部分断面図。第4図
は、第2図に示したアーム支持体と連結アームと
の関係の一実施例を示す断面図。第5図、第6図
は、第2図に示したアーム支持体の他の構造を示
す断面図。第7図は、本考案の他の実施例を示す
可撓伸縮継手の側面図。 1,1′……コンクリート暗渠(筒状体)、2…
…可撓伸縮継手、3,3′……碇着部材、4……
継手筒、5……剛直筒、6,6′……可撓伸縮
筒、15,16……連結アーム、15a,15
b,16a,16b……長孔、17〜22……ピ
ン。
FIG. 1 is a perspective view of a concrete culvert connected using a flexible expansion joint according to the present invention (portions related to connecting arms are omitted). FIG. 2 is a side view of a flexible expansion joint showing an embodiment of the present invention. FIG. 3 is a partial sectional view of the flexible telescoping tube shown in FIG. 2. FIG. 4 is a sectional view showing an example of the relationship between the arm support and the connecting arm shown in FIG. 2. 5 and 6 are cross-sectional views showing other structures of the arm support shown in FIG. 2. FIG. 7 is a side view of a flexible expansion joint showing another embodiment of the present invention. 1, 1'... Concrete culvert (cylindrical body), 2...
...Flexible expansion joint, 3,3'... Anchoring member, 4...
Joint tube, 5... Rigid tube, 6, 6'... Flexible telescopic tube, 15, 16... Connection arm, 15a, 15
b, 16a, 16b...long hole, 17-22...pin.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 角形状断面を有する可撓伸縮性の継手筒を、少
なくとも2以上の可撓伸縮筒と該可撓伸縮筒同志
を連設している剛直筒から構成し、隣接する角形
状断面の筒状体の端部同志を前記継手筒により一
体的に連接し、前記隣接する筒状体間に少なくと
も2以上の連結アームを互いに平行に且つ上下に
間隔をおいて前記継手筒の側面に配設し、該各連
結アームを前記剛直筒の側面に回動自在に枢着
し、前記各連結アームの両端部にその長手方向に
延びる長孔をそれぞれ穿設し、前記各長孔に挿入
したピンを前記各筒状体側の側面に直接又は各筒
状体の端に取付けた碇着部材に装着することによ
り間接に装着したことを特徴とする角形状断面の
筒状体の可撓伸縮継手。
A flexible and stretchable joint tube with a square cross section is composed of at least two flexible tubes and a rigid tube in which the flexible tubes are connected to each other, and adjacent cylindrical bodies with a square cross section are connected to each other. the ends of which are integrally connected by the joint tube, and at least two or more connecting arms are arranged between the adjacent cylindrical bodies in parallel with each other and spaced apart from each other on the side surface of the joint tube, Each of the connecting arms is rotatably attached to a side surface of the rigid cylinder, long holes extending in the longitudinal direction are formed at both ends of each of the connecting arms, and pins inserted into the long holes are inserted into the long holes. A flexible expansion joint for a cylindrical body with a square cross section, characterized in that it is attached directly to the side surface of each cylindrical body or indirectly by being attached to an anchoring member attached to an end of each cylindrical body.
JP318981U 1981-01-13 1981-01-13 Expired JPS6219748Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP318981U JPS6219748Y2 (en) 1981-01-13 1981-01-13

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP318981U JPS6219748Y2 (en) 1981-01-13 1981-01-13

Publications (2)

Publication Number Publication Date
JPS57119865U JPS57119865U (en) 1982-07-26
JPS6219748Y2 true JPS6219748Y2 (en) 1987-05-20

Family

ID=29801619

Family Applications (1)

Application Number Title Priority Date Filing Date
JP318981U Expired JPS6219748Y2 (en) 1981-01-13 1981-01-13

Country Status (1)

Country Link
JP (1) JPS6219748Y2 (en)

Also Published As

Publication number Publication date
JPS57119865U (en) 1982-07-26

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