JP3677446B2 - Seismic duct structure - Google Patents

Seismic duct structure Download PDF

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Publication number
JP3677446B2
JP3677446B2 JP2000340825A JP2000340825A JP3677446B2 JP 3677446 B2 JP3677446 B2 JP 3677446B2 JP 2000340825 A JP2000340825 A JP 2000340825A JP 2000340825 A JP2000340825 A JP 2000340825A JP 3677446 B2 JP3677446 B2 JP 3677446B2
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JP
Japan
Prior art keywords
flange
tube
locking member
retaining
flanges
Prior art date
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JP2000340825A
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Japanese (ja)
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JP2002147665A (en
Inventor
弘司 藤田
義徳 吉田
直岐 冨田
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Kurimoto Ltd
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Kurimoto Ltd
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Description

【0001】
【発明の属する技術分野】
この発明は、管継手部に離脱防止機能を有していない管路において、その離脱防止機能を付与した管路構造に関するものである。
【0002】
【従来の技術】
上下水道などの液体輸送施設(以下、管路という)の建設に用いられるダクタイル管の継手形式において、図13乃至図15に示す、A形、K形、T形などの継手は、伸縮機能は有するものの、離脱防止機能を有しない。すなわち、図13、図14に示すA形継手及びK形継手は、一の管1の受口1aに二の管1の挿し口2aを挿し込み、その受口1aと挿し口2aの間にゴム輪3を介在したのち、押し輪4をTボルト・ナット5により受口フランジ1bに締め付け、その締め付けによりゴム輪3を圧入した構成である。図15に示すT形継手は、受口1a内にゴム輪3を装填した後、挿し口2aを受口1aに挿入した構成である。
【0003】
これらのいずれの継手構造も、受口1aから挿し口2aが抜け出ない限りにおいて、一の管1に対し二の管1が軸方向に動くことにより、管1、1間の伸縮を吸収して、経年変化による地盤沈下や地震時における継手部の地盤変動などに対して地盤追従性を発揮し、止水性能を損なうことはない。
【0004】
しかし、管路設計時に想定していた伸縮量を越えた場合、例えば大地震などの場合には、受口1aから挿し口2aが抜け出る恐れがある。このため、伸縮時、最終的には、止水機能を保持するために、離脱阻止機能が働くことが求められる。この離脱阻止機能を有する継手構造として、図16、図17に示す、NS形継手、SII形継手などがある。両継手とも、受口1aの内面にロックリング6を設け、挿し口2aには突起7を設け、その突起7をロックリング6に係止することにより、受口1aから挿し口2aの抜け出しを阻止する。
【0005】
近年、耐震性が望まれることから、管路には上述のNS形、S形、SII形などの離脱阻止機能付き伸縮継手が採用されているが、旧来の管路にはA形などの離脱阻止機能のないものが使われている。このため、そのような管路を離脱阻止機能付き継手からなるものにするには、NS形継手などの管路への布設替えが考えられるが、コスト的に高いものとなる。
【0006】
このため、従来から、離脱阻止機能のない管路にその機能を付与する技術が開発され、その一つとして、特開平10−122456号公報で示されるものがある。この技術は、図18に示すように、受口1a及び挿し口2aにリング状板体11、12をそれぞれ嵌め、挿し口2aの板体12にはロック部材13を設け、このロック部材13をボルト14によって挿し口2aに圧接することにより、そのロック部材13を挿し口2a外周面に喰い込ませて板体12を固定している。その両板体11、12間にねじ棒15を掛け渡し、そのねじ棒15両端のナット16で許容される両板体11、12の接離により、受口1aと挿し口2a間の伸縮及び離脱を阻止する。
【0007】
【発明が解決しようとする課題】
図18に示す継手構造は、一方の板体12を食い込みによって挿し口2aに固定しているため、大地震などにより大きな引き抜き力が働くと、その喰い込み力では、その引き抜き力に抗することができず、受口1aから挿し口2aが抜け出る恐れがある。
【0008】
この発明は、離脱阻止機能を有しない管路にその機能を付加した場合において、その離脱防止を確実になし得るようにすることを課題とする。
【0009】
【課題を解決するための手段】
上記課題を達成するために、この発明は、まず、フランジ付き受口から成る管継手の管路を前提とし、その隣接する管のフランジ間に杆を掛け渡し、この杆によって、両フランジの接離を規制することとしたのである。
【0010】
受口に設けたフランジであるため、そのフランジは、破損しないかぎり十分な耐抗力を有し、また、杆の破損及び両端のフランジとの係止部の破損を招かないかぎり、フランジ間は規制される。このため、離脱阻止機能が破損する恐れは極力少なくなる。
【0011】
【発明の実施の形態】
この発明の実施形態としては、一の管のフランジ付き受口に、二の管の挿し口を抜き差し可能に挿し込み、さらに、その二の管のフランジ付き受口に、三の管の挿し口を抜き差し可能に挿し込み、以後同様にして管路を構築した管路構造において、前記隣接する管のフランジ間に抜け止め杆を掛け渡し、その抜け止め杆は、その両管の受口と挿し口が抜け出ない程度のフランジ間の伸長を許容し、それ以上の伸長を阻止するようにフランジに係止されている構成を採用する。
【0012】
上記抜け止め杆のフランジへの係止手段としては、前記フランジに係止部材を嵌め、その係止部材に前記抜け止め杆を挿し通し、その抜け止め杆の端には係止部材からの抜け止め用突部を設けた構成を採用できる。このとき、前記係止部材の側壁から前記フランジに当接するボルトをねじ込んだ構成とすれば、係止部材とフランジの固定を確実に行うことができ、係止部材とフランジの嵌合公差の影響が少なくなって、管継手部の設計伸縮量の施工精度を向上することができる。
【0013】
上記係止部材は、管外面に当てがわれる突片と、その突片から前記フランジに延びて係止するフックとから成り、前記突片に前記抜け止め杆を挿し通して、その抜け止め杆の端には係止部材からの抜け止め用突部を設けた構成とし得る。この構成の係止部材であれば、A形、K形継手などの押し輪及びTボルト・ナット等を有するものにおいて、その挿し輪を迂回して抜け止め杆をフランジ間に掛け渡し得る利点がある。
【0014】
この係止部材の構成において、管の周方向に分割されたものにあっては、その各係止部材の外周全長に亘る拘束部材を設けて、各分割部材の浮き上がりを防止するとよい。
【0015】
【実施例】
一実施例を図1、図2に示し、この実施例は、K形継手による管路に係り、各受口1aのフランジ1bに、半割りリング状の係止部材20を嵌合し、その係止部材20間にPC鋼棒から成る抜け止め杆30を挿し通し、その杆30の両端にナット31をねじ込み溶着したものである。抜け止め杆30の長さは、ナット31、31間が両管1、1の継手部の許容伸長長さとなるように適宜に選定する。
【0016】
係止部材20は半割り状の分割部材の両端の突片21、21をボルト・ナット22で締結してリング状とされる。また、係止部材20の断面はコ字状で、このコ字状部23が受口1aのフランジ1bに嵌合される。コ字状部23の両側壁には周囲6等分位に突部24が形成されており、この突部24がフランジ1bに深く係止して左右両方向への離脱を確実に防止する。これらの係止部材20及び抜け止め杆30の取付けは、図1鎖線のごとく既設管路の周りを所要長さ掘削して行う(掘削溝H)。
【0017】
この係止部材20と抜け止め杆30によって連結された管1……から成る管路は、各管1……の抜け出し方向への移動に対しては、受口1aに対し挿し口2aが前記抜け止め杆30で規制される範囲内において移動し、その変位を吸収して水密性が維持される。変位量が許容量に達すると、抜け止め杆30のナット31が係止部材20に当接してそれ以上の変位を阻止して、受口1aからの挿し口2aの抜け出しを防止する。このとき、隣り合う管1、1の継手部において、その受口1aに対する挿し口2aの変位量が許容値に達していなければ、抜け止めを阻止された管1側からの力でもって、その変位量が許容値になるまで管1が移動させられる。このようにして、この構成の管路は、その伸縮を管路全体によって吸収する。
【0018】
なお、抜け止め杆30の管周方向の数及び太さは適用継手部の伸長力を考慮して適宜に設定する。また、抜け止め杆30には、PC鋼棒に代えてPC鋼線を使用でき、これらの棒(線)30の伸びは、線長が短いため、継手の抜け出しには考慮する必要はない。
【0019】
図3には、係止部材20のコ字状部23の他方の側壁に調整ボルト25をねじ込んだ実施例を示し、そのボルト25をフランジ1bに当接することにより、係止部材20がフランジ1bに確実に(ガタツクことなく)係止する。このため、フランジ1bの厚み公差等の影響が少なくなり、設計伸縮量の施工精度を高くし得る。
【0020】
図4乃至図8に示す実施例は、係止部材20をフランジ1bを跨ぐサドル状としたものであり、図5、図6に受口側のもの20a、図7、図8に挿し口側のもの20bを示す。いずれも、抜け止め杆30が挿通係止される伝達部(突片)26とフランジ1bに係止する鉤状部(フック)27とから成る。各係止部材20a、20bは半割りとなっており、前述と同様にボルト・ナット22よりリング状に締結される。なお、この係止部材20a、20bも含め、前述の係止部材20の分割数は2個に限らず3個以上と任意である。
【0021】
この実施例は、図4(a)に示すように、一継手部に両係止部材20a、20bを嵌め、その係止部材20a、20bは、同図(b)のごとく鉤状部27を周方向にずらしてフランジ1bに係止させる。このとき、受口側係止部材20aの鉤状部27及び係止片27aはその厚みtを挿し口側係止部材20bのそれに比べて薄くして、フランジ1bと押し輪4の間に入り易くしてある。この受口側係止片27aの厚みtを薄くしたことにより、挿し口側に比べてその受口側係止片27aの幅wを広くして引張り力に対して挿し口側と同一の強度としている。
【0022】
なお、この実施例では、各継手部間の抜け止め杆30の位置が管軸方向に向かって順々に周方向にズレていくが、両係止部材20a、20bにおいて、図9に示すように、抜け止め杆30の孔29を長孔としたり、周方向にズラすことにより、管軸方向全長に亘って抜け止め杆30を同一軸線上とし得る。
【0023】
図10乃至図11に示す実施例は、上記実施例において、係止部材20a、20bを、抜け止め杆30の数に対応して分割したもの(分割サドル片20a’、20b’)である。この実施例では、図10に示すように、図11(c)の半割りの拘束具28でもって、各分割サドル片20a’、20b’を締結する。その締結個所は、伝達部26と鉤状部27の連結部分及び鉤状部27の中程部分の両者又はどちらか一方を適宜に選択する。
【0024】
図12にはT形継手の場合の施工例を示す。この実施例も図3に示す調整ボルト25を採用し得る。
【0025】
【発明の効果】
この発明は、以上のように、隣接する管のフランジ間に杆を掛け渡し、この杆により、両フランジ間の接離を規制して、継手部の抜け出を阻止するようにしたので、その阻止効果が確実である。
【図面の簡単な説明】
【図1】一実施例の一部切断正面図
【図2】図1の管継手部を示し、(a)は切断右側面図、(b)は要部切断正面図
【図3】他の実施例を示し、(a)は要部切断正面図、(b)は要部切断右側面図
【図4】他の実施例を示し、(a)は要部切断正面図、(b)は(a)のA−A線断面図
【図5】同実施例の受口側係止部材の斜視図
【図6】(a)は同係止部材の左側面図、(b)は同切断正面図、(c)は同右側面図
【図7】同実施例の挿し口側係止部材の斜視図
【図8】(a)は同係止部材の左側面図、(b)は同切断正面図、(c)は同右側面図
【図9】(a)、(b)ともに同係止部材の他側の側面図
【図10】他の実施例を示し、(a)は要部切断正面図、(b)は(a)のA−A線断面図
【図11】(a)は同実施例の受口側分割サドル片の斜視図、(b)は同挿し口側分割サドルの斜視図、(c)は同拘束具の斜視図
【図12】他の実施例の要部切断正面図
【図13】A形管継手の要部断面図
【図14】K形管継手の要部断面図
【図15】T形管継手の要部断面図
【図16】NS形管継手の要部断面図
【図17】SII形管継手の要部断面図
【図18】従来例の要部断面図
【符号の説明】
1、1’ 管
1a 受口
1b 受口フランジ
2a 挿し口
20、20a、20b 係止部材
20a’、20b’ 分割サドル片
22 ボルト・ナット
23 係止部材コ字状部
24 係止突起(ナット)
25 調整ボルト
26 伝達部(突片)
27 鉤状部(フック)
28 拘束具
30 抜け止め杆(PC鋼棒、PC鋼線)
31 ナット(抜け止め用突起)
35 拘束具
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a pipe structure in which a pipe joint portion has no separation preventing function in a pipe line having no separation preventing function.
[0002]
[Prior art]
In the joint type of ductile pipes used for construction of liquid transportation facilities such as water and sewage (hereinafter referred to as pipes), the joints such as A type, K type and T type shown in FIG. 13 to FIG. Although it has, it does not have a function of preventing separation. That is, in the A-shaped joint and the K-shaped joint shown in FIGS. 13 and 14, the insertion port 2a of the second tube 1 is inserted into the reception port 1a of the first tube 1, and between the reception port 1a and the insertion port 2a. After the rubber ring 3 is interposed, the push ring 4 is fastened to the receiving flange 1b with T bolts and nuts 5, and the rubber ring 3 is press-fitted by the fastening. The T-shaped joint shown in FIG. 15 has a configuration in which after inserting the rubber ring 3 in the receiving port 1a, the insertion port 2a is inserted into the receiving port 1a.
[0003]
Any of these joint structures absorbs expansion and contraction between the tubes 1 and 1 by moving the second tube 1 in the axial direction with respect to the first tube 1 as long as the insertion port 2a does not come out from the receiving port 1a. In addition, it exhibits ground following performance against ground subsidence due to secular change and ground deformation of joints during earthquakes, etc., and does not impair the water stop performance.
[0004]
However, when the amount of expansion and contraction assumed at the time of pipeline design is exceeded, for example in the case of a large earthquake, the insertion port 2a may come out from the receiving port 1a. For this reason, at the time of expansion and contraction, in order to maintain the water stop function, it is required that the separation preventing function works. As the joint structure having the separation preventing function, there are an NS-type joint, an SII-type joint, and the like shown in FIGS. In both joints, a lock ring 6 is provided on the inner surface of the receiving port 1a, a projection 7 is provided on the insertion port 2a, and the projection 7 is engaged with the lock ring 6 so that the insertion port 2a is removed from the receiving port 1a. Stop.
[0005]
In recent years, since seismic resistance is desired, the expansion joints with the above-mentioned separation prevention function such as NS, S, and SII have been adopted for the pipes. Something without a blocking function is used. For this reason, in order to make such a pipe line composed of a joint with a separation preventing function, it is possible to replace the pipe with a pipe line such as an NS type joint, but the cost becomes high.
[0006]
For this reason, conventionally, a technique for imparting a function to a pipeline having no separation preventing function has been developed, and one of them is disclosed in Japanese Patent Laid-Open No. 10-122456. In this technique, as shown in FIG. 18, ring-shaped plates 11 and 12 are respectively fitted to the receiving port 1a and the insertion port 2a, and a lock member 13 is provided on the plate 12 of the insertion port 2a. By press-contacting the insertion port 2a with the bolt 14, the lock member 13 is inserted into the outer peripheral surface of the insertion port 2a to fix the plate body 12. The screw rod 15 is passed between the plate bodies 11 and 12, and the expansion and contraction between the receiving port 1a and the insertion port 2a is achieved by the contact and separation of the plate bodies 11 and 12 which are allowed by the nuts 16 at both ends of the screw rod 15. Stop withdrawal.
[0007]
[Problems to be solved by the invention]
In the joint structure shown in FIG. 18, since one plate 12 is fixed to the insertion port 2a by biting, if a large pulling force acts due to a large earthquake or the like, the biting force resists the pulling force. There is a risk that the insertion port 2a may come out of the receiving port 1a.
[0008]
It is an object of the present invention to reliably prevent the separation when the function is added to a pipeline having no separation prevention function.
[0009]
[Means for Solving the Problems]
In order to achieve the above-mentioned object, the present invention first assumes a pipe joint comprising a flanged receiving port, spans a flange between adjacent flanges of the pipe, and the flange connects the flanges. It was decided to regulate separation.
[0010]
Since it is a flange provided at the receiving port, the flange has sufficient resistance unless it is damaged, and the flange is restricted as long as it does not cause damage to the flange and damage to the locking parts on both ends. Is done. For this reason, the possibility of breakage of the separation preventing function is minimized.
[0011]
DETAILED DESCRIPTION OF THE INVENTION
As an embodiment of the present invention, the insertion opening of the second pipe is removably inserted into the receiving opening with the flange of one pipe, and the insertion opening of the third pipe is inserted into the receiving opening with the flange of the second pipe. In the pipe structure in which the pipe is constructed in the same manner thereafter, a retaining rod is spanned between the flanges of the adjacent tubes, and the retaining rod is inserted into the receptacles of both the tubes. A configuration is adopted in which the flange is allowed to extend so that the mouth does not come out and is locked to the flange so as to prevent further extension.
[0012]
As a means for locking the retaining rod to the flange, a retaining member is fitted into the flange, the retaining rod is inserted into the retaining member, and the end of the retaining rod is detached from the retaining member. A structure provided with a stopping projection can be employed. At this time, if the bolt that contacts the flange is screwed in from the side wall of the locking member, the locking member and the flange can be securely fixed, and the influence of the fitting tolerance between the locking member and the flange is affected. Therefore, the construction accuracy of the design expansion / contraction amount of the pipe joint portion can be improved.
[0013]
The locking member includes a projecting piece applied to the outer surface of the pipe and a hook that extends from the projecting piece to the flange and engages, and the retaining member is inserted through the projecting piece. The end may be provided with a protrusion for preventing the locking member from coming off. In the case of a locking member having this configuration, there is an advantage that a retaining rod can be routed between the flanges by bypassing the insertion wheel in the case of having a pushing wheel such as an A-shaped or K-shaped joint and a T bolt / nut. is there.
[0014]
In the structure of this locking member, if it is divided in the circumferential direction of the tube, it is preferable to provide a restraining member that extends over the entire outer circumference of each locking member to prevent the floating of each divided member.
[0015]
【Example】
FIG. 1 and FIG. 2 show an embodiment. This embodiment relates to a pipe line formed by a K-shaped joint, and a half ring-shaped locking member 20 is fitted to the flange 1b of each receiving port 1a. A retaining rod 30 made of a PC steel rod is inserted between the locking members 20, and nuts 31 are screwed and welded to both ends of the rod 30. The length of the retaining rod 30 is appropriately selected so that the space between the nuts 31 and 31 is the allowable extension length of the joint portion of both pipes 1 and 1.
[0016]
The locking member 20 is formed into a ring shape by fastening the projecting pieces 21 and 21 at both ends of the half-divided divided member with bolts and nuts 22. The cross section of the locking member 20 is U-shaped, and the U-shaped portion 23 is fitted to the flange 1b of the receiving port 1a. Protrusions 24 are formed on the both side walls of the U-shaped portion 23 at a circumference of about six equal parts, and the protrusions 24 are deeply locked to the flange 1b to reliably prevent left and right detachment. The locking member 20 and the retaining rod 30 are attached by excavating the required length around the existing pipeline (excavation groove H) as shown by a chain line in FIG.
[0017]
The pipe formed by the pipes 1... Connected by the locking member 20 and the retaining rod 30 has the insertion port 2a with respect to the receiving port 1a when the pipes 1. It moves within the range regulated by the retaining rod 30 and absorbs the displacement to maintain water tightness. When the amount of displacement reaches an allowable amount, the nut 31 of the retaining rod 30 abuts against the locking member 20 to prevent further displacement, thereby preventing the insertion port 2a from coming out of the receiving port 1a. At this time, if the displacement amount of the insertion port 2a with respect to the receiving port 1a does not reach the allowable value in the joint portion of the adjacent tubes 1, 1, with the force from the tube 1 side from which the retaining is prevented, The tube 1 is moved until the amount of displacement reaches an allowable value. In this way, the pipe having this configuration absorbs the expansion and contraction by the whole pipe.
[0018]
The number and thickness of the retaining rods 30 in the pipe circumferential direction are appropriately set in consideration of the extension force of the applied joint portion. In addition, instead of the PC steel rod, a PC steel wire can be used for the retaining rod 30. Since the elongation of these rods (wires) 30 is short, it is not necessary to consider the withdrawal of the joint.
[0019]
FIG. 3 shows an embodiment in which an adjustment bolt 25 is screwed into the other side wall of the U-shaped portion 23 of the locking member 20, and the locking member 20 is brought into contact with the flange 1b by contacting the bolt 25 with the flange 1b. Securely (without rattling). For this reason, the influence of the thickness tolerance etc. of the flange 1b decreases, and the construction accuracy of the design expansion / contraction amount can be increased.
[0020]
In the embodiment shown in FIGS. 4 to 8, the locking member 20 has a saddle shape straddling the flange 1b. FIGS. 5 and 6 show the receiving side 20a, and FIGS. 7 and 8 show the insertion side. The thing 20b is shown. In either case, it is composed of a transmission portion (projection piece) 26 through which the retaining rod 30 is inserted and locked, and a hook-shaped portion (hook) 27 locked to the flange 1b. Each locking member 20a, 20b is divided in half, and is fastened in a ring shape from the bolt / nut 22 as described above. In addition, the number of divisions of the locking member 20 including the locking members 20a and 20b is not limited to two and may be three or more.
[0021]
In this embodiment, as shown in FIG. 4 (a), both locking members 20a and 20b are fitted into one joint, and the locking members 20a and 20b are provided with hook-shaped portions 27 as shown in FIG. 4 (b). Shift in the circumferential direction and engage with the flange 1b. At this time, the flange-like portion 27 and the locking piece 27a of the receiving side locking member 20a are inserted between the flange 1b and the push ring 4 so that the thickness t is made thinner than that of the opening side locking member 20b. It is easy. By reducing the thickness t of the receiving side locking piece 27a, the width w of the receiving side locking piece 27a is made wider than that of the insertion port side, and the same strength as the insertion port side with respect to the tensile force. It is said.
[0022]
In this embodiment, the position of the retaining rod 30 between each joint portion is shifted in the circumferential direction sequentially toward the tube axis direction, but as shown in FIG. 9 in both the locking members 20a and 20b. In addition, by making the hole 29 of the retaining rod 30 a long hole or shifting in the circumferential direction, the retaining rod 30 can be on the same axis over the entire length in the tube axis direction.
[0023]
The embodiment shown in FIGS. 10 to 11 is obtained by dividing the locking members 20a and 20b in accordance with the number of retaining rods 30 (divided saddle pieces 20a ′ and 20b ′). In this embodiment, as shown in FIG. 10, the divided saddle pieces 20 a ′ and 20 b ′ are fastened with the halved restraining tool 28 of FIG. As the fastening portion, either or both of the connecting portion of the transmission portion 26 and the hook-shaped portion 27 and the middle portion of the hook-shaped portion 27 are appropriately selected.
[0024]
FIG. 12 shows a construction example in the case of a T-shaped joint. This embodiment can also employ the adjusting bolt 25 shown in FIG.
[0025]
【The invention's effect】
As described above, according to the present invention, the flange is spanned between the flanges of the adjacent pipes, and the contact between the flanges is regulated by the flange to prevent the joint portion from coming out. The effect is certain.
[Brief description of the drawings]
FIG. 1 is a partially cut front view of an embodiment. FIG. 2 shows the pipe joint portion of FIG. 1, (a) is a cut right side view, and (b) is a cut front view of the main part. An Example is shown, (a) is a principal part cutting front view, (b) is a principal part cutting | disconnection right side view. FIG. 4 shows another Example, (a) is a principal part cutting front view, (b) FIG. 5A is a perspective view of the receiving side locking member of the same embodiment. FIG. 6A is a left side view of the locking member, and FIG. Front view, (c) is the right side view. FIG. 7 is a perspective view of the insertion port side locking member of the embodiment. FIG. 8A is a left side view of the locking member, and FIG. Cut front view, (c) is the right side view. [FIG. 9] (a), (b) is a side view of the other side of the locking member. [FIG. 10] Another embodiment is shown. FIG. 11B is a sectional view taken along the line AA of FIG. 11A. FIG. 11A is a receiving side of the same embodiment. FIG. 12 is a perspective view of the split saddle piece, FIG. 13B is a perspective view of the insertion side split saddle, FIG. 12C is a perspective view of the restraint tool, and FIG. Fig. 14 is a cross-sectional view of an essential part of a K-shaped pipe joint. Fig. 15 is a cross-sectional view of an essential part of a T-shaped pipe joint. ] Cross-sectional view of relevant parts of SII type pipe joint [Fig. 18] Cross-sectional view of relevant parts of conventional example
1, 1 'pipe 1a receiving port 1b receiving flange 2a insertion port 20, 20a, 20b locking member 20a', 20b 'split saddle piece 22 bolt / nut 23 locking member U-shaped portion 24 locking projection (nut)
25 Adjustment bolt 26 Transmission part (projection piece)
27 Hook-shaped part (hook)
28 Restraint 30 Retaining rod (PC steel bar, PC steel wire)
31 Nut (Protrusion for retaining)
35 Restraint

Claims (4)

一の管1のフランジ1b付き受口1aに、二の管1の挿し口2aを抜き差し可能に挿し込み、さらに、その二の管1のフランジ1b付き受口1aに、三の管1の挿し口2aを抜き差し可能に挿し込み、以後同様にして管路を構築した管路構造において、
上記隣接する管1、1のフランジ1b、1bに、それぞれ断面コ字状の係止部材20をそのコ字状部23を嵌めて管軸方向に抜け止め状態に取付け、その両フランジ1b、1bの係止部材20に抜け止め杆30を挿し通して前記フランジ1b、1b間に掛け渡し、その抜け止め杆30の両端には係止部材20からの抜け止め用突部31をそれぞれ設けて、その抜け止め杆30は、その両管1、1の受口1aと挿し口2aが抜け出ない程度のフランジ1b、1b間の伸長を許容し、それ以上の伸長を阻止するように前記フランジ1bに係止されていることを特徴とする耐震管路構造。
The insertion port 2a of the second tube 1 is removably inserted into the receiving port 1a with the flange 1b of the first tube 1, and the third tube 1 is inserted into the receiving port 1a with the flange 1b of the second tube 1 In the pipe structure in which the mouth 2a is inserted and removably inserted and the pipe line is constructed in the same manner,
The flanges 1b of the adjacent tubes 1,1, in 1b, fitted with their respective U-shaped cross section of the locking member 20 in the retaining state is fitted to the U-shaped portion 23 in the axial direction of the tube, at both A retaining rod 30 is inserted through the locking member 20 of the flanges 1b and 1b and is passed between the flanges 1b and 1b, and protrusions 31 for retaining from the locking member 20 are provided at both ends of the retaining rod 30. The retaining rods 30 provided respectively allow the extension between the flanges 1b and 1b so that the receiving port 1a and the insertion port 2a of the pipes 1 and 1 do not come out, and prevent further extension. A seismic duct structure which is locked to the flange 1b.
上記係止部材の側壁から上記フランジ1に当接するボルト25をねじ込んだことを特徴とする請求項に記載の耐震管路構造。Seismic piping structure according to claim 1, characterized in that screwed abutting bolts 25 to the flange 1 b from the side wall of said locking member. 一の管1のフランジ1b付き受口1aに、二の管1の挿し口2aを抜き差し可能に挿し込み、さらに、その二の管1のフランジ1b付き受口1aに、三の管1の挿し口2aを抜き差し可能に挿し込み、以後同様にして管路を構築した管路構造において、
上記隣接する管1、1のフランジ1b、1bに、その両フランジ1b、1b間の管1外面に当てがわれる突片26と、その突片26から前記フランジ1bに延びて突片26方向への離脱ができないように係止するフック27とから成る係止部材20a、20bをそれぞれ取付け、前記両係止部材20a、20bの突片26に抜け止め杆30をそれぞれ挿し通して前記両突片26間に掛け渡し、その抜け止め杆30の端には係止部材20a、20bからの抜け止め用突部31をそれぞれ設けて、その抜け止め杆30は、その両管1、1の受口1aと挿し口2aが抜け出ない程度のフランジ1b、1b間の伸長を許容し、それ以上の伸長を阻止するように前記フランジ1bに取付けられていることを特徴とする耐震管路構造。
The insertion port 2a of the second tube 1 is removably inserted into the receiving port 1a with the flange 1b of the first tube 1, and the third tube 1 is inserted into the receiving port 1a with the flange 1b of the second tube 1 In the pipe structure in which the mouth 2a is inserted and removably inserted and the pipe line is constructed in the same manner,
A protruding piece 26 applied to the flanges 1b and 1b of the adjacent pipes 1 and 1 on the outer surface of the pipe 1 between the flanges 1b and 1b, and extends from the protruding piece 26 to the flange 1b toward the protruding piece 26. The locking members 20a and 20b, each of which includes a hook 27 for locking so as not to be disengaged, are respectively attached, and the retaining rods 30 are inserted into the protruding pieces 26 of the both locking members 20a and 20b, respectively. spanned between 26, the retaining locking member 20a at both ends of the rod 30, provided with a locking projection 31 from coming off the 20b respectively, the retaining rod 30 is received in the two pipe 1,1 A seismic duct structure characterized by being attached to the flange 1b so as to allow extension between the flanges 1b and 1b so that the opening 1a and the insertion opening 2a do not come out, and prevent further extension.
上記係止部材20a、20bが管1の周方向に分割されたものにあっては、その各係止部材の外周全長に亘る拘束部材28を設けたことを特徴とする請求項に記載の耐震管路構造。Said engaging member 20a, 20b is the apparatus having divided in the circumferential direction of the tube 1, according to claim 3, characterized in that a restraining member 28 over the outer periphery the total length of the respective locking member Seismic pipeline structure.
JP2000340825A 2000-11-08 2000-11-08 Seismic duct structure Expired - Fee Related JP3677446B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111550622A (en) * 2020-04-26 2020-08-18 赵艳 Butt joint device for industrial gas pipeline installation

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5340861B2 (en) * 2009-09-03 2013-11-13 日本ヴィクトリック株式会社 Telescopic flexible pipe joint
CN115846527A (en) * 2023-02-27 2023-03-28 山东龙口油管有限公司 Flaring structure for metal oil pipe port

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN111550622A (en) * 2020-04-26 2020-08-18 赵艳 Butt joint device for industrial gas pipeline installation

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