JP2678575B2 - Circumferential joint structure of water stop members in flexible joints of underground structures - Google Patents

Circumferential joint structure of water stop members in flexible joints of underground structures

Info

Publication number
JP2678575B2
JP2678575B2 JP6278249A JP27824994A JP2678575B2 JP 2678575 B2 JP2678575 B2 JP 2678575B2 JP 6278249 A JP6278249 A JP 6278249A JP 27824994 A JP27824994 A JP 27824994A JP 2678575 B2 JP2678575 B2 JP 2678575B2
Authority
JP
Japan
Prior art keywords
joint
water blocking
blocking member
flexible
edge
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
Application number
JP6278249A
Other languages
Japanese (ja)
Other versions
JPH08113976A (en
Inventor
一男 高野
挨二 棚田
孝正 真坂
Original Assignee
西武ポリマ化成株式会社
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 西武ポリマ化成株式会社 filed Critical 西武ポリマ化成株式会社
Priority to JP6278249A priority Critical patent/JP2678575B2/en
Publication of JPH08113976A publication Critical patent/JPH08113976A/en
Application granted granted Critical
Publication of JP2678575B2 publication Critical patent/JP2678575B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Sewage (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Joints With Sleeves (AREA)

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、上下水道、地下鉄、共
同溝、洞道、地下道、地下街又は各種地下トンネル等の
地下構築物の単位ブロックを、該単位ブロックの周縁に
沿って配設された止水部材を介して相対変位可能に結合
する可撓継手において、周方向に分断された止水部材を
接合一体化する接合部構造に関する。
INDUSTRIAL APPLICABILITY The present invention has unit blocks of underground construction such as water supply and sewerage, subways, common ditches, caves, underground passages, underground malls and various underground tunnels arranged along the periphery of the unit blocks. The present invention relates to a joint structure that joins and integrates a circumferentially divided water-stop member in a flexible joint that is relatively displaceably coupled via a water-stop member.

【0002】[0002]

【従来の技術】上下水道、地下鉄、共同溝、洞道、地下
道、地下街又は各種地下トンネル等の地下構築物の単位
ブロック間に介装されて前記単位ブロックを相対変位可
能に結合する可撓継手としては、例えば本出願人の提案
に係る特公昭61ー37515号公報又は特公昭63ー
58982号公報に記載の如く構成されたものがある。
これは、地下構築物を構成する単位ブロックの対向端部
にそれぞれ外周に沿う枠体が固定されると共に、この両
枠体にゴムや合成樹脂等の弾性体によって形成された環
状の止水部材のそれぞれの側縁部が水密的に固定され、
この止水部材が地盤の不等沈下等に伴う単位ブロックの
相対変位を許容しつつ止水を行うように構成されてい
る。
2. Description of the Related Art As a flexible joint which is interposed between unit blocks of an underground structure such as water and sewage systems, subways, common ditches, tunnels, underpasses, underground malls or various underground tunnels so as to relatively displace the unit blocks. Examples are those configured as described in, for example, Japanese Patent Publication No. 61-37515 or Japanese Patent Publication No. 63-58982, which are proposed by the present applicant.
This is because the frame bodies along the outer circumference are fixed to the opposing ends of the unit blocks that form the underground structure, and the annular water-stop member formed of an elastic body such as rubber or synthetic resin on both frame bodies. Each side edge is watertightly fixed,
The water stop member is configured to stop water while allowing relative displacement of the unit blocks due to uneven subsidence of the ground.

【0003】[0003]

【発明が解決しようとする課題】上記従来の継手構造で
は、止水部材は枠体と対応する環状でなければならな
い。ところが、施工中の地下構築物の内部には工事中の
軌道や電気配線その他の配管等が配設されているために
環状のままでは取付が困難な場合が多く、一カ所が分断
された帯状で現場に搬入し、障害物を避けて取り回した
後、端部を接合して環状として枠体に固定することが行
われている。しかし、端部の接合は水密性を保って可撓
性を有するように行わなければならず、プレス機を用い
て加硫しなければならない等極めて面倒であって作業に
熟練を要すると共に時間がかかるという問題があった。
また、その接合作業の間他の作業を中断しなければなら
ない場合も多く、例えばシールド工法による工事では、
接合作業中にはシールド推進を行うことができないため
に作業の進行が阻害されるものであった。
In the above-mentioned conventional joint structure, the water blocking member must be annular corresponding to the frame. However, it is often difficult to install it in a ring shape because the track and electric wiring and other pipes under construction are arranged inside the underground construction under construction, and one place is a strip shape. It is carried in to the site, and after avoiding obstacles and handling it, the ends are joined and fixed to the frame as an annular shape. However, the joining of the end portions must be performed so as to have watertightness and flexibility, and vulcanization must be performed using a press machine, which is extremely troublesome and requires skill and time for the work. There was a problem of this.
In addition, it is often necessary to interrupt other work during the joining work, for example, in the construction by the shield construction method,
Since the shield cannot be propelled during the joining work, the progress of the work was hindered.

【0004】なお、環状で現場に搬入・施工することが
可能な場合でも、大型の製品では取り扱いが面倒であっ
て運搬及び施工共に作業性が悪いという問題がある。
Even if it is possible to carry it in and construct it on site in the form of a ring, there is a problem in that the handling of large products is troublesome and the workability in transportation and construction is poor.

【0005】本発明は、上記問題に鑑みてなされたもの
であって、分断された止水部材の端部を水密性と可撓性
を有して短時間で簡単に接合することができ、施工の際
の作業性が向上すると共に他の工事に対する影響も少な
く抑えることのできる、地下構築物の可撓継手における
止水部材の周方向端部の接合構造を提供しようとするも
のである。
The present invention has been made in view of the above problems, and it is possible to easily join the divided ends of the water blocking member in a short time with watertightness and flexibility. An object of the present invention is to provide a joint structure of circumferential end portions of a water blocking member in a flexible joint of an underground structure, which can improve workability during construction and can suppress influences on other constructions.

【0006】[0006]

【課題を解決するための手段】上記目的を達成する本発
明の地下構築物の可撓継手における止水部材の周方向端
部の接合構造は、地下構築物を構成する単位ブロック
を、その周縁に沿って配設された止水部材を介して相対
変位可能に結合する可撓継手において、周方向に分断さ
れた前記止水部材を接合一体化する接合部構造であっ
て、前記止水部材の分断端部にはその端縁に沿って結合
縁部が突設されており、分断端面が突き合わされると共
に、前記結合縁部がその外側面に当該縁部に沿って配設
された複数の押え部材を介して締結手段により締着され
ており、該複数の押え部材は隣り合うものどうしが相対
的に回動可能に配置されていることを特徴とする。
The joint structure of the circumferential ends of the water blocking members in the flexible joint of the underground structure of the present invention which achieves the above-mentioned object has a unit block which constitutes the underground structure, along the periphery thereof. In a flexible joint that is relatively displaceably coupled via a water stop member arranged as a unit, a joint structure for integrally joining the water stop members divided in the circumferential direction, A coupling edge portion is provided so as to project along the edge of the stump portion, the split end surfaces are abutted against each other, and the coupling edge portion is provided on the outer side surface thereof along the edge portion. It is characterized in that it is fastened by a fastening means via a holding member, and the plurality of holding members are arranged such that adjacent ones are relatively rotatable.

【0007】また、上記押え部材は、隣り合うものどう
しが所定間隔を有して配設されていることを特徴とする
また、上記押え部材は、隣り合うものどうしの端部が相
互に枢着されて連鎖状に構成されていることを特徴とす
る。
Further, the pressing members are arranged such that adjacent ones are arranged with a predetermined interval, and the pressing members are pivotally attached to each other at their end portions. It is characterized in that it is formed into a chain.

【0008】また、上記押え部材は、変形可能な可撓連
結部材で連結されて構成されていることを特徴とする。
Further, the pressing member is characterized by being connected by a deformable flexible connecting member.

【0009】[0009]

【作用】上記の如く構成された地下構築物の可撓継手に
おける止水部材の周方向端部の接合構造では、止水部材
の突き合わされた両分断端部の結合縁部がその外側面に
当該縁部に沿って相互に回動可能に配設された複数の押
え部材を介して締着されているため、接合端面は密着し
て水密性は保持されると共に、構築物の単位ブロックの
相対変位の際には結合縁部は押え部材の相互回動で屈曲
することでこれを許容する。
In the joint structure of the circumferential ends of the water blocking member in the flexible joint of the underground structure constructed as described above, the joining edges of the two divided ends of the water blocking member are formed on the outer surface thereof. Since they are fastened via a plurality of pressing members that are arranged so as to be rotatable relative to each other along the edge portion, the joint end surfaces are in close contact with each other to maintain watertightness, and the relative unit blocks of the construction are In the case of displacement, the coupling edge is bent by mutual rotation of the pressing member to allow this.

【0010】また、押え部材の隣り合うものどうしが所
定間隔を有して配設されているものでは、結合縁部は押
え部材の間隔部位で屈曲することで結合縁部の変形を許
容する。
Further, in the case where the pressing members adjacent to each other are arranged with a predetermined interval, the connecting edge portion is bent at the interval portion of the pressing member to allow the deformation of the connecting edge portion.

【0011】また、押え部材の隣接するものどうしが枢
着されて連鎖状に構成されているものでは、結合縁部を
全体に亙って均等に押圧することで高い止水性が得られ
ると共に、枢着部で屈曲することで結合縁部の変形を許
容する。
Further, in the case where the pressing members which are adjacent to each other are pivotally attached to each other so as to form a chain, a high water-stopping property can be obtained by pressing the connecting edge portion uniformly over the whole. Bending at the pivot point allows deformation of the connecting edge.

【0012】また、押え部材が変形可能な可撓連結部材
で連結されて構成されているものでは、可撓連結部材の
変形によって結合縁部の変形を許容する。
Further, in the case where the pressing member is connected by the deformable flexible connecting member, the deformation of the flexible connecting member allows the deformation of the connecting edge portion.

【0013】[0013]

【発明の実施例】以下添付図面を参照して本発明の実施
例について説明する。図1は本発明に係る地下構築物の
可撓継手における止水部材の周方向端部の接合構造の一
実施例を適用した可撓継手により結合された暗渠の斜視
図、図2はそのA−A断面図である。なお、図2では止
水部材の接合部は表れていない。
Embodiments of the present invention will be described below with reference to the accompanying drawings. FIG. 1 is a perspective view of an underdrain connected by a flexible joint to which an embodiment of a joint structure of a circumferential end portion of a water blocking member in a flexible joint of an underground structure according to the present invention is applied, and FIG. FIG. Note that the joint portion of the water blocking member is not shown in FIG.

【0014】1,2は、セグメントを組み立てて断面円
形に形成された単位ブロックとしての暗渠であり、内周
には二次覆工によるコンクリート層3が形成されてい
る。暗渠1,2は、可撓継手4により、相対変位を許容
するように結合されている。
Reference numerals 1 and 2 denote underdrains as unit blocks formed by assembling segments into a circular cross section, and a concrete layer 3 is formed on the inner circumference by secondary lining. The underdrains 1 and 2 are joined by a flexible joint 4 so as to allow relative displacement.

【0015】可撓継手4は、断面図である図2に示すよ
うに、暗渠1,2の端面にそれぞれ固定された枠体1
1,21の対向面間を、それぞれゴムにより可撓性を有
して形成された三層の止水部材(外周側から一次止水部
材5、二次止水部材6、内周側止水部材7)で結合する
と共に、枠体11,21の外面間をスキンプレート41
によって覆い、二次止水部材6と内周側止水部材7の間
には耐力部材42を備えて構成されている。8は二次覆
工のコンクリート層3の間に介装された目地材である。
The flexible joint 4 is, as shown in FIG. 2 which is a sectional view, the frame 1 fixed to the end faces of the underdrains 1 and 2, respectively.
Between the facing surfaces of 1 and 21, three layers of water blocking members each made of rubber to have flexibility (from the outer peripheral side to the primary water blocking member 5, the secondary water blocking member 6, and the inner circumferential side water blocking member). The members 7) are joined together, and the skin plates 41 are provided between the outer surfaces of the frames 11 and 21.
And a proof member 42 is provided between the secondary water blocking member 6 and the inner circumferential side water blocking member 7. 8 is a joint material interposed between the concrete layers 3 of the secondary lining.

【0016】止水部材5,6,7は、一本の帯状で工事
現場に搬入された後、その両端が本発明に係る接合構造
によって接合されて暗渠1,2の周囲に沿った円環状と
され、枠体11,21の対向面に装着されて枠体11,
21間を水密的に結合しているものである。なお、本実
施例は一本の帯状の両端を接合して(即ち接合部位は一
カ所)円環状とするものであるが、例えば暗渠を構成す
るセグメントと同じ長さに複数に分割してそれぞれ接合
するようにしても良い。しかし、接合の手間を考慮すれ
ば接合箇所は少ない方が望ましいことは言うまでもな
く、分割数は運搬や搬入、配設の作業性等を考慮して設
定すれば良いものである。
The water blocking members 5, 6, 7 are carried into the construction site in the form of a single strip, and then both ends thereof are joined by the joining structure according to the present invention to form an annular shape along the perimeter of the underdrain 1, 2. And is attached to the facing surfaces of the frame bodies 11 and 21, and
21 are watertightly connected. In this embodiment, one strip-shaped both ends are joined to each other (that is, one joining portion) to form an annular shape. For example, the segment is divided into a plurality of segments having the same length as the segment constituting the underdrain. You may make it join. However, it is needless to say that it is preferable that the number of joints is small in consideration of the time and labor of joining, and the number of divisions may be set in consideration of workability of transportation, loading, and arrangement.

【0017】耐力部材42は、複数の鋼棒42Aが、両
端を両枠体11,21の対向する側板11A,21A内
にそれぞれ脱落不能且つ相対移動可能に嵌入させて周方
向に所定の間隔で配設されると共に、この鋼棒42Aに
パイプ42Bが外挿されて構成されており、外圧による
二次止水部材6の内周側への膨出と内周側止水部材7の
内圧による外周側への膨出を防ぐように作用するもので
ある。
The load-bearing member 42 has a plurality of steel rods 42A fitted at opposite ends thereof into the side plates 11A, 21A of the frame bodies 11, 21 facing each other so as not to be detachable and relatively movable, at predetermined intervals in the circumferential direction. The steel rod 42A is arranged and a pipe 42B is externally inserted to the steel rod 42A. Due to the bulging of the secondary water blocking member 6 to the inner peripheral side due to the external pressure and the inner pressure of the inner peripheral side water blocking member 7. It acts to prevent bulging to the outer peripheral side.

【0018】次に、各止水部材を詳細に説明する。一次
止水部材5は、拡大断面図である図4に示すように、そ
の幅方向両側縁部に枠体11,21への装着部51,5
2がそれぞれ形成されると共に、幅方向中央部は内周側
に半円状に弛んだ形状の可撓部53となっている。
Next, each water blocking member will be described in detail. As shown in FIG. 4, which is an enlarged cross-sectional view, the primary water blocking member 5 has mounting portions 51, 5 to the frame bodies 11, 21 on both side edges in the width direction thereof.
2 are formed respectively, and the central portion in the width direction is a flexible portion 53 having a semicircular slackened shape on the inner peripheral side.

【0019】暗渠1側の枠体11に固定される装着部5
1は、側縁の内周側に円環状の固定フランジ51Aが突
設されて断面形状L字状に形成されてL字型装着部とな
っており、固定フランジ51Aが枠体11の側板11B
の内側(暗渠1側)から挿通されたボルト91に螺合す
るナット92よって押圧固定板93を介して側板11B
に押圧されて固定されている。これにより、固定フラン
ジ51Aが枠体11の側板11B及び外面板11Cに密
着して高い止水性を得ることができるようになっている
ものである。
A mounting portion 5 fixed to the frame 11 on the side of the underdrain 1.
1 is an L-shaped mounting portion formed by projecting an annular fixing flange 51A on the inner peripheral side of the side edge and forming an L-shaped cross section. The fixing flange 51A is a side plate 11B of the frame body 11.
Side plate 11B via a press-fixing plate 93 by a nut 92 that is screwed into a bolt 91 inserted from the inner side (the underdrain 1 side)
It is pressed and fixed to. As a result, the fixed flange 51A is in close contact with the side plate 11B and the outer surface plate 11C of the frame body 11 to obtain high water blocking performance.

【0020】暗渠2側の枠体21に固定される装着部5
2は、縁部が所定量水平に延設されたフラット型装着部
となっており、ボルト94によって枠体21の外面板2
1Cの内周面に押圧板95を介して押圧固定されてい
る。これにより、装着部52が枠体21の外面板21C
の内周面に密着して高い止水性を得ることができるよう
になっているものである。
A mounting portion 5 fixed to the frame 21 on the side of the underdrain 2.
2 is a flat type mounting portion whose edge portion is horizontally extended by a predetermined amount, and the outer surface plate 2 of the frame body 21 is fixed by a bolt 94.
It is pressed and fixed to the inner peripheral surface of 1C via a pressing plate 95. As a result, the mounting portion 52 causes the outer surface plate 21C of the frame body 21
It is possible to obtain high water-stopping property by closely adhering to the inner peripheral surface of.

【0021】なお、本実施例において枠体11側の装着
部51と枠体21の装着部52を異なる構成としたの
は、異なる装着部の構成を説明するためであって機能的
必然性があるわけではなく、従って、両側とも同じ構成
として良いことは勿論であって、適宜変更可能なもので
ある。
In this embodiment, the mounting portion 51 on the side of the frame 11 and the mounting portion 52 of the frame 21 are made different in order to explain the constitution of the different mounting portions, which is functionally necessary. Therefore, it is needless to say that both sides may have the same configuration and can be appropriately changed.

【0022】一次止水部材5の帯状の端部は、図3
(A)に側面図,(B)に正面図を示すように、両端部
の接合後内周側となる側に結合縁部としての所定高さの
結合縁54(54A,54B)が端面に沿って突設され
ている。また、一方の端面5Aには嵌合止水溝5Bが幅
方向に延設されると共に、他方の端面5Cには嵌合止水
溝5Bと対応する嵌合止水凸条5Dが突設されて形成さ
れており、両端面5A,5Cを突き合わせて密着させる
ことによって嵌合止水溝5Bに嵌合止水凸条5Dが嵌合
するようになっている。そして、図4,その下面図であ
る図5及び図4のB−B断面図である図6に示すよう
に、両端面5A,5Cが突き合わされると共に両結合縁
54A,54Bのそれぞれ外側面に押え部材としての座
板55が当てられ、結合縁54A,54B及び座板5
5,55を貫通する締結ボルト56と当該ボルト56に
螺合するナット57によって両結合縁54A,54Bが
締結されている。つまり、本実施例では締結ボルト56
とナット57が締着手段であって、締結ボルト56は六
角穴付きボルトである。これによって、一次止水部材5
は、端面5Aに形成された嵌合止水溝5Bに端面5Cに
形成された嵌合止水凸条5Dが嵌合すると共に両端面5
A,5Cが圧接されて密着し、両端が水密的に接合され
て全体として円環状となっているものである。
The strip-shaped end of the primary water blocking member 5 is shown in FIG.
As shown in the side view in (A) and the front view in (B), the joining edges 54 (54A, 54B) of a predetermined height as joining edges are provided on the end faces on the side that becomes the inner peripheral side after joining both ends. It is projected along. A fitting water stop groove 5B extends in the width direction on one end surface 5A, and a fitting water stop projection 5D corresponding to the fitting water stop groove 5B projects on the other end surface 5C. The fitting water blocking projections 5D are fitted into the fitting water blocking groove 5B by abutting and closely contacting both end surfaces 5A and 5C. Then, as shown in FIG. 4, FIG. 5 which is a bottom view thereof, and FIG. 6 which is a BB cross-sectional view of FIG. A seat plate 55 serving as a pressing member is applied to the connecting edge 54A, 54B and the seat plate 5
Both coupling edges 54A, 54B are fastened by a fastening bolt 56 penetrating the holes 5, 55 and a nut 57 screwed to the bolt 56. That is, in the present embodiment, the fastening bolt 56
The nut 57 is a fastening means, and the fastening bolt 56 is a hexagon socket head cap screw. As a result, the primary water blocking member 5
Is fitted with the fitting waterproof groove 5D formed on the end surface 5C in the fitting waterproof groove 5B formed on the end surface 5A.
A and 5C are pressed into close contact with each other, and both ends are joined in a watertight manner to form an annular shape as a whole.

【0023】ここで、座板55は、上下の辺は可撓部5
3の周面に沿った形状(円弧状)に形成されると共に、
側辺は隣接する座板55どうしで凹凸が逆の円弧状に形
成され、隣接する座板55の側辺は所定の間隔を有する
ように設定されている。即ち、中央の座板55Aはその
両側辺が略その高さを直径とする凸状の円弧状に形成さ
れ、これと隣接する左右の座板55Bは両側辺が凹状の
円弧状に形成されている。
The upper and lower sides of the seat plate 55 are flexible parts 5
While being formed in a shape (arc shape) along the peripheral surface of 3,
The side edges of the seat plates 55 adjacent to each other are formed in the shape of an arc having an inverted concavo-convex shape, and the side edges of the adjacent seat plates 55 are set to have a predetermined interval. That is, the center seat plate 55A is formed in a convex arc shape whose both sides have a diameter approximately at the height thereof, and the left and right seat plates 55B adjacent thereto are formed in a concave arc shape on both sides. There is.

【0024】可撓部53では、一本の締結ボルト56に
一枚の座板55が対応し、座板55の中央を一本の締結
ボルト56が貫通するように設けられている。
In the flexible portion 53, one seat plate 55 corresponds to one fastening bolt 56, and one fastening bolt 56 is provided so as to pass through the center of the seat plate 55.

【0025】暗渠1側のL字型装着部51の座板55D
は、可撓部53と固定フランジ51Aとの間の水平部に
対応し、その両端にそれぞれ締結ボルト56が貫通配置
されている。また、装着部51は、固定フランジ51A
の接合部の内周側が、側板11Bの内周端面にボルト5
8Aによって締着された押圧板59Aによって枠体11
の外面板11Cの内周面に押圧され、接合部の止水性を
高めている。
A seat plate 55D of the L-shaped mounting portion 51 on the side of the underdrain 1
Corresponds to a horizontal portion between the flexible portion 53 and the fixed flange 51A, and fastening bolts 56 are arranged at both ends of the horizontal portion. Further, the mounting portion 51 has a fixed flange 51A.
The inner peripheral side of the joint portion of the bolt 5 is attached to the inner peripheral end surface of the side plate 11B.
The frame 11 is formed by the pressing plate 59A that is fastened by 8A.
The outer surface plate 11C is pressed against the inner peripheral surface of the outer surface plate 11C to enhance the waterproofness of the joint.

【0026】暗渠2側のフラット型装着部52の座板5
5Eは、可撓部53の基部から装着部52の端部に対応
し、その両端にそれぞれ締結ボルト56が貫通配置され
ている。また、座板55Eの下縁は結合縁54の厚さ方
向に屈曲されて断面形状L字状に形成されており、この
屈曲部の下面を、枠体21の側板21Bの内周端縁にボ
ルト58Bによって締着された押圧板59Bが上側(外
周側)に向けて押圧付勢している。これによって、装着
部52の結合縁54が枠体21の外面板21Cの内周面
に押圧され、接合部の止水性を高めている。
The seat plate 5 of the flat type mounting portion 52 on the side of the underdrain 2
5E corresponds to the base portion of the flexible portion 53 to the end portion of the mounting portion 52, and the fastening bolts 56 are respectively arranged at both ends thereof so as to penetrate therethrough. Further, the lower edge of the seat plate 55E is bent in the thickness direction of the coupling edge 54 to have an L-shaped cross section, and the lower surface of this bent portion corresponds to the inner peripheral edge of the side plate 21B of the frame body 21. The pressing plate 59B tightened by the bolt 58B is pressingly biased toward the upper side (outer peripheral side). As a result, the coupling edge 54 of the mounting portion 52 is pressed against the inner peripheral surface of the outer surface plate 21C of the frame body 21, thereby improving the water blocking performance of the joint portion.

【0027】なお、座板55を介して結合縁54を締結
する構造は、上記本実施例では貫通するボルト56とこ
れに螺合するナット57によって行うように構成されて
いるが、図7(A)に示すように一方の座板55Fにメ
ネジを切ってナットの機能を兼ねさせる構成、図7
(B)に示すようにボルト56Aを両ネジとして両側か
らナット57Aで締める構成、図7(C)に示すように
一方の座板55Gにボルト56Bを植設固定して他方の
座板55側からナット57Bで締める構成、等種々考え
ることができ、作業性及び締着機能の観点から任意に選
択すればよいものである。
Incidentally, the structure for fastening the connecting edge 54 via the seat plate 55 is configured by the bolt 56 penetrating and the nut 57 screwed to the bolt 56 in the present embodiment, but FIG. As shown in FIG. 7A, a female screw is cut on one of the seat plates 55F so that it also functions as a nut.
As shown in FIG. 7B, the bolt 56A is used as both screws and is tightened with nuts 57A from both sides. As shown in FIG. 7C, the bolt 56B is planted and fixed to one seat plate 55G and the other seat plate 55 side is fixed. From the viewpoints of workability and fastening function, it is possible to arbitrarily select from the viewpoints of workability and fastening function.

【0028】上記の如く構成された一次止水部材5は、
可撓部53が弾性変形することで止水性を保って暗渠
1,2の相対変位を許容する。つまり、接合する暗渠
1,2が離間する変位に対しては可撓部53の弛みが減
少して直線に近くなり、暗渠1,2が近接する変位に対
しては可撓部53の弛みが大きくなる。
The primary water blocking member 5 constructed as described above is
The flexible portion 53 is elastically deformed to maintain the water blocking property and allow the relative displacement of the underdrains 1 and 2. That is, the slack of the flexible portion 53 decreases and becomes close to a straight line with respect to the displacement in which the joined underdrain 1 and 2 are separated from each other, and the slack in the flexible portion 53 with respect to the displacement in which the underdrain 1 and 2 are close to each other. growing.

【0029】接合部は、可撓部53に沿って配設された
座板55を介して結合縁54がボルト56及びナット5
7で締着されているが、各座板55は隣接するものと不
連続であってその側辺と隣接するものの側辺との間に所
定の間隔を有しているため、この間隔部位の結合縁54
は水密性を維持したままで変形する。即ち、初期設定状
態で接合部の結合縁54を水密性を有して接合するため
には、結合縁54の外面に連続する一枚の当て板を当て
て締着すれば良いものであるが、それでは可撓部53の
変形を妨げてしまう。これに対して本構成では、結合縁
54の外面に可撓部53に沿って不連続な座板55を配
置してそのそれぞれを締着するように構成したために可
撓部53の変形を妨げることがないものである。
In the joint portion, a connecting edge 54 is provided with a bolt 56 and a nut 5 via a seat plate 55 arranged along the flexible portion 53.
Although each of the seat plates 55 is fastened by 7, the seat plates 55 are discontinuous with the adjacent ones and have a predetermined distance between the side edges of the seat plates 55 and the adjacent ones of the adjacent ones. Bonding edge 54
Deforms while maintaining watertightness. That is, in order to join the joining edge 54 of the joining portion with watertightness in the initial setting state, it suffices to apply one continuous contact plate to the outer surface of the joining edge 54 and fasten it. However, this hinders the deformation of the flexible portion 53. On the other hand, in the present configuration, discontinuous seat plates 55 are arranged on the outer surface of the coupling edge 54 along the flexible portion 53 and are fastened to each other, so that the flexible portion 53 is prevented from being deformed. There is no such thing.

【0030】ここで、上記構成では、隣接する座板55
の側辺間に間隔を設けるために当該間隔部位では結合縁
54(54A,54B)の接合圧力が弱く、水密性が低
下する虞がある。このようなことを防ぐためには、図8
に示すように座板55の間隔部位と対応する位置に、金
属製の薄い圧力板54Cを外面を結合縁54の外面と面
一にして埋設しておくことにより、間隔部位にも締着圧
力が作用して結合縁54の接合部位を圧接して全体に亙
って水密性を維持できる。可撓部53の変形(結合縁5
4の変形)は、座板55が圧力板54Cに対して滑るこ
とで可能である。
Here, in the above structure, the adjacent seat plates 55 are provided.
Since a space is provided between the sides of the joint edge 54, the joining pressure of the joint edge 54 (54A, 54B) is weak at the gap portion, and the watertightness may be reduced. In order to prevent such a situation, FIG.
As shown in FIG. 7, by embedding a thin metal pressure plate 54C at a position corresponding to the space portion of the seat plate 55 so that the outer surface is flush with the outer surface of the coupling edge 54, the tightening pressure is also applied to the space portion. Acts to press-contact the joint portion of the joint edge 54 and maintain watertightness over the whole. Deformation of the flexible portion 53 (coupling edge 5
4) is possible by the seat plate 55 sliding on the pressure plate 54C.

【0031】図10は、二次止水部材6の接合部の拡大
断面図であり。前述の一次止水部材5と同様の構成を適
用した本発明の第二実施例である。
FIG. 10 is an enlarged sectional view of the joint portion of the secondary water blocking member 6. It is a second embodiment of the present invention to which a configuration similar to that of the primary water blocking member 5 described above is applied.

【0032】二次止水部材6は、可撓部63は波形に形
成されており、環状化された状態で全体としてみると蛇
腹状を呈するようになっている。幅方向両縁にはそれぞ
れ前述の一次止水部材5と同様の装着部61,62が設
けられ、該装着部61,62を介して枠体11,21に
固定されている。この装着部61,62及び当該装着部
61,62を介しての枠体11,12への固定構造は前
述の一次止水部材5と全く同様であり、説明は省略す
る。
In the secondary water stop member 6, the flexible portion 63 is formed in a corrugated shape, and in a circularized state, it has a bellows shape as a whole. Mounting portions 61 and 62 similar to those of the primary water blocking member 5 are provided on both edges in the width direction, and are fixed to the frame bodies 11 and 21 via the mounting portions 61 and 62, respectively. The mounting portions 61 and 62 and the fixing structure to the frame bodies 11 and 12 via the mounting portions 61 and 62 are exactly the same as those of the above-mentioned primary water blocking member 5, and the description thereof will be omitted.

【0033】接合部は、一次止水部材5と同様に、両端
部に突設された結合縁64が座板65を介して締結ボル
ト66によって締結されている。
Similar to the primary water blocking member 5, the joint portion has connecting edges 64 projecting from both ends and fastened with fastening bolts 66 via seat plates 65.

【0034】締結ボルト66は、可撓部63の屈曲部位
と対応する位置に配置され、座板65の形状は、波形の
斜辺が外側に向かって屈曲する部位の座板65Aは円形
とされると共に、波形の斜辺が内側に向かって屈曲する
部位の座板65Bは屈曲半径に倣った円弧状とされ、斜
辺部の座板65Cは当該斜辺と対応する長さの略直線状
に形成されている。各座板65(65A,65B,65
C)は、隣接するものと所定の間隔を有している。
The fastening bolt 66 is arranged at a position corresponding to the bent portion of the flexible portion 63, and the seat plate 65 has a circular shape in the seat plate 65A where the corrugated oblique side is bent outward. At the same time, the seat plate 65B at the portion where the oblique side of the corrugation bends inward is formed in an arc shape following the bending radius, and the seat plate 65C at the oblique side is formed in a substantially linear shape having a length corresponding to the oblique side. There is. Each seat plate 65 (65A, 65B, 65
C) has a predetermined distance from its neighbors.

【0035】本構成による二次止水部材6も、接合部の
結合縁64は座板65の間隔部位で変形可能であって、
接合部は暗渠1,2の相対変位に伴って水密性を保って
変形するものである。
Also in the secondary water blocking member 6 according to this structure, the joint edge 64 of the joint portion can be deformed in the space portion of the seat plate 65,
The joint portion is deformed while maintaining watertightness with the relative displacement of the underdrains 1 and 2.

【0036】内周側止水部材7は、二次止水部材6と全
く同じ構成であり、説明は省略する。
The inner water stop member 7 has exactly the same construction as the secondary water stop member 6 and its explanation is omitted.

【0037】次に、本発明の他の実施例を説明する。な
お、後述の実施例においては、前述の実施例と同機能の
部位には同符号を付して説明を省略する。
Next, another embodiment of the present invention will be described. In the embodiments described below, the parts having the same functions as those of the above-described embodiments are designated by the same reference numerals and the description thereof will be omitted.

【0038】図11乃至図13は、本発明の第三実施例
を示し、押え部材の他の実施例を図2における第一止水
部材5に適用したものである。これは、上記第一実施例
における座板55に相当する押え部材をリンク500
(501,502)とし、図12に拡大図を示すように
隣接するリンク500の端部どうしをピン510で枢着
して連鎖50としたものである。即ち、連鎖50は、断
面図である図13に示すように中央のリンク501はそ
の両端部に板厚の薄い嵌合部501Aが形成されると共
に、隣接するリンク502はその端部に嵌合部501A
が嵌合するスリット502Aが形成されており、スリッ
ト502Aに嵌合部501Aが嵌合した状態で貫通する
ピン510により相対揺動可能に連結されて構成されて
いる。リンク501の嵌合部501A以外の部位の厚さ
と、リンク502の厚さは等しく設定されており、従っ
て、連鎖50は全体として所定厚さの板状を呈し、ピン
510を中心として当該ピン510の軸方向と直交する
平面内で屈曲自在となっているものである。このように
構成された連鎖50が結合縁54の両外面にそれぞれ当
てがわれ、各リンク500の長手方向中央を貫通する締
結ボルト56によって結合縁54が締結されているもの
である。
11 to 13 show a third embodiment of the present invention, in which another embodiment of the pressing member is applied to the first water blocking member 5 in FIG. This is because the pressing member corresponding to the seat plate 55 in the first embodiment is a link 500.
(501, 502), and as shown in an enlarged view in FIG. 12, the ends of adjacent links 500 are pivotally attached to each other by a pin 510 to form a chain 50. That is, in the chain 50, as shown in FIG. 13 which is a cross-sectional view, the center link 501 has the fitting portions 501A having a thin plate thickness formed at both ends thereof, and the adjacent links 502 are fitted to the end portions thereof. Part 501A
Is formed with a slit 502A which is fitted therein, and is connected to the slit 502A so as to be relatively swingable by a pin 510 penetrating the fitting portion 501A in a fitted state. The thickness of the portion other than the fitting portion 501A of the link 501 and the thickness of the link 502 are set to be equal. Therefore, the chain 50 has a plate shape with a predetermined thickness as a whole, and the pin 510 is centered around the pin 510. It is bendable in a plane orthogonal to the axial direction of. The chain 50 configured as described above is applied to both outer surfaces of the coupling edge 54, and the coupling edge 54 is fastened by the fastening bolt 56 penetrating the center of each link 500 in the longitudinal direction.

【0039】本構成では、可撓部53の変形に追従して
連鎖50が屈曲することとなってこれを妨げることがな
い。また、結合縁部54の全域を均等に押圧することが
できるために高い止水性を得ることができると共に、締
結ボルト56の本数を削減することができ、また、全体
が一つに連結されるために構成部品が紛失する虞が無
く、装着作業性も向上する。
In this structure, the chain 50 bends following the deformation of the flexible portion 53, and this does not hinder this. Further, since the entire area of the coupling edge portion 54 can be pressed uniformly, high water shutoff can be obtained, the number of the fastening bolts 56 can be reduced, and the whole is connected to one. Therefore, there is no fear that the components are lost, and the mounting workability is also improved.

【0040】図14乃至16は本発明の第四実施例を示
し、上記第一実施例の座板55に相当する押え部材とし
て外形が円形で板厚の厚い座金520を用い、この座金
520を可撓連結部材としての容易に変形可能な金属製
の帯板530に所定間隔で溶接して構成したものであ
る。図14は接合部の拡大図、図15は座金520が帯
板530で連結された状態を示す図、図16はその断面
図である。本構成によっても、全体が一つに連結構成さ
れるために構成部品の紛失等の心配が無く、装着作業性
が向上する。結合縁54を全面的に押圧することができ
ないので高い水密性は望めないが、構成が簡単であるの
で低圧の暗渠用には適する。
14 to 16 show a fourth embodiment of the present invention. A washer 520 having a circular outer shape and a large plate thickness is used as a holding member corresponding to the seat plate 55 of the first embodiment, and this washer 520 is used. It is constructed by welding a metal plate 530, which is a flexible connecting member and is easily deformable, at predetermined intervals. FIG. 14 is an enlarged view of the joint portion, FIG. 15 is a view showing a state where the washers 520 are connected by the strip plate 530, and FIG. 16 is a sectional view thereof. Also with this configuration, since the whole is connected to one, there is no concern about loss of component parts and the like, and mounting workability is improved. High watertightness cannot be expected because the joint edge 54 cannot be pressed over the entire surface, but it is suitable for low pressure underdrain due to its simple structure.

【0041】次に、本発明の第五実施例として、上記と
異なる構成の可撓継手に適用した実施例を説明する。
Next, as a fifth embodiment of the present invention, an embodiment applied to a flexible joint having a structure different from the above will be described.

【0042】図17に示す可撓継手構造は、接続暗渠
1,2の対向端面の内周側にそれぞれ段差1A,2Aが
形成されると共に、この段差1A,2Aにそれぞれ対応
する形状の枠体11,21が装着され、この枠体11,
21に止水部材100がその幅方向両側縁の装着部10
1,102を介して固定されて成るものである。装着部
101,102の内周側には、保護材501,502が
配設されている。なお、この保護材501,502は後
述する止水部材100の接合部は跨いで設けられるもの
である。
In the flexible joint structure shown in FIG. 17, steps 1A and 2A are formed on the inner peripheral sides of the opposite end faces of the connecting underdrains 1 and 2, and a frame body having a shape corresponding to the steps 1A and 2A, respectively. 11 and 21 are attached to the frame 11,
In FIG. 21, the water blocking member 100 is attached to the mounting portions 10 on both side edges in the width direction.
It is fixed via 1, 102. Protective materials 501 and 502 are provided on the inner peripheral sides of the mounting portions 101 and 102. The protective members 501 and 502 are provided so as to straddle a joint portion of the water blocking member 100 described later.

【0043】止水部材100は、幅方向中央に内径側に
くびれた可撓部103が形成されると共に、両側縁部は
装着部101,102となっており、この装着部10
1,102が暗渠1,2の段差1A,2A内に植設され
たボルト201,202に螺合するナット301,30
2によって押さえ板401,402を介して枠体11,
12に圧接されて固定されている。暗渠1,2の周方向
には、接合部で接合されて環状に構成されているもので
ある。
In the water blocking member 100, a flexible portion 103 which is narrowed toward the inner diameter side is formed in the center in the width direction, and both side edge portions are mounting portions 101 and 102.
Nuts 301, 30 in which screw threads 1, 102 are screwed into bolts 201, 202 planted in the steps 1A, 2A of the underdrains 1, 2
2 via the pressing plates 401 and 402,
It is pressed and fixed to 12. In the circumferential direction of the underdrains 1 and 2, they are joined to each other at a joining portion to form an annular shape.

【0044】接合部は、図18にその拡大図を示すよう
に、両端部に上記各実施例と同様に結合縁104が形成
され、この結合縁104が形成された端部が突き合わさ
れると共に、両側から押え部材としての複数のリンク板
105を介して締結ボルト106により締結されてい
る。
As shown in the enlarged view of FIG. 18, the joint portion has the connecting edges 104 formed at both ends similarly to the above-described embodiments, and the end portions where the connecting edges 104 are formed are abutted with each other. , Are fastened from both sides by fastening bolts 106 via a plurality of link plates 105 as pressing members.

【0045】リンク板105は、前述の第三実施例と同
様に隣接するものの端部が重合して配置されるが、締結
ボルト106がその重合部を連通して結合縁104を締
結している。これにより、締結ボルト106が締結部材
としてのみでなくリンク板105の枢支ピンとして機能
するようになっているものである。なお、締結ボルト1
06は、重合部以外にも中央のリンク板105A及び装
着部101,102のリンク板105B,105Cの長
手方向略中央にも配置されているが、これは当然支点ピ
ンとしては機能しない。
Similar to the third embodiment described above, the link plates 105 are arranged so that the ends thereof are overlapped with each other, but the fastening bolts 106 connect the overlapped portions to fasten the coupling edge 104. . As a result, the fastening bolt 106 functions not only as a fastening member but also as a pivot pin of the link plate 105. Fastening bolt 1
In addition to the overlapping portion, 06 is also arranged substantially in the center in the longitudinal direction of the central link plate 105A and the link plates 105B and 105C of the mounting portions 101 and 102, but this naturally does not function as a fulcrum pin.

【0046】本構成では、リンク板105が締結ボルト
106を支点として揺動することで結合縁104の変形
が許容され、可撓部103が変形する。これによれば、
リンク板105の枢着と結合縁104の締結を締結ボル
ト106によって兼用させることで部品点数を削減でき
る。
In this structure, the link plate 105 swings around the fastening bolt 106 as a fulcrum, whereby the deformation of the coupling edge 104 is allowed and the flexible portion 103 is deformed. According to this,
The number of parts can be reduced by using the fastening bolts 106 to both pivotally attach the link plate 105 and fasten the coupling edge 104.

【0047】図19乃至20に示す可撓継手構造は、た
とえば特願平6−187778号明細書に記載のよう
に、大深度用であって高い外圧に耐える継手の例であ
り、幅方向中央に内周側にくびれた可撓部が形成された
止水部材が二重(止水部材210,内面止水部材22
0)に設けられると共に、その間に耐力部材300が配
置されたものである。この止水部材210が前述の第五
実施例と同様の構成で接合されている。
The flexible joint structure shown in FIGS. 19 to 20 is an example of a joint for a large depth which can withstand a high external pressure, as described in, for example, Japanese Patent Application No. 6-187778. The water blocking member having a flexible portion that is narrowed to the inner peripheral side is double (water blocking member 210, inner surface water blocking member 22
0), and the load bearing member 300 is disposed between them. The water blocking member 210 is joined in the same configuration as in the fifth embodiment.

【0048】耐力部材300は、二個の円環状の固定リ
ング301,302が、周方向に所定の間隔で配置され
た複数の耐力棒303によって結合されて構成され、固
定リング301,302が止水部材210の装着部21
1,212と内面止水部材220の装着部221,22
2の間に挟まれた状態で枠体11,21に固定されてい
る。耐力棒303は、鋼棒をU字状に屈曲して形成さ
れ、止水部材210の可撓部213と内面止水部材22
0の可撓部223の間に形成されたU字状の空間内に位
置している。そして、止水部材210が外圧で内周側に
膨出するのを防ぐと共に、内面止水部材220が内圧で
外周側に膨出するのも防ぐものである。
The load-bearing member 300 is composed of two annular fixing rings 301 and 302 joined by a plurality of load-bearing rods 303 arranged at predetermined intervals in the circumferential direction, and the fixing rings 301 and 302 are stopped. Mounting part 21 for water member 210
1, 212 and mounting portions 221, 22 of the inner surface water blocking member 220
It is fixed to the frames 11 and 21 while being sandwiched between the two. The load bearing rod 303 is formed by bending a steel rod into a U-shape, and is formed by bending the flexible portion 213 of the water blocking member 210 and the inner surface water blocking member 22.
It is located in a U-shaped space formed between 0 flexible parts 223. Then, the water blocking member 210 is prevented from bulging toward the inner peripheral side by the external pressure, and the inner surface water blocking member 220 is also prevented from bulging toward the outer peripheral side by the internal pressure.

【0049】止水部材210の接合部は、図20に示す
ように端部に突設された結合縁214が前述の第五実施
例と同様に、リンク板201を介して締結ボルト215
によって締結されている。リンク板201は隣接するも
のの端部が重合して配置され、締結ボルト215がその
重合部を連通している。結合縁214は、止水部材21
0の可撓部213と内面止水部材220の可撓部223
の間に形成されたU字状の空間400内に位置すると共
に、周方向には耐力部材300の耐力棒303の間に位
置して干渉しないように設定されるものである。
As shown in FIG. 20, the joint portion of the water shut-off member 210 has a connecting edge 214 projecting from the end portion, and the fastening bolt 215 is inserted through the link plate 201 as in the fifth embodiment.
Has been concluded by The link plates 201 are arranged so that the ends thereof are adjacent to each other, and the fastening bolts 215 communicate the overlapping parts. The coupling edge 214 is the water blocking member 21.
0 of the flexible portion 213 and the flexible portion 223 of the inner surface water blocking member 220.
It is located in a U-shaped space 400 formed between the bearings, and is positioned between the bearing rods 303 of the bearing member 300 in the circumferential direction so as not to interfere with each other.

【0050】本実施例では、リンク板201が締結ボル
ト215を支点として揺動することで結合縁214の変
形が許容され、可撓部213が変形する。結合縁214
は耐力部材300の配設空間内に位置するため、結合縁
214を収容する空間を新たに捻出確保する必要がなく
合理的に構成できる。
In this embodiment, the link plate 201 swings around the fastening bolt 215 as a fulcrum, whereby the deformation of the coupling edge 214 is allowed and the flexible portion 213 is deformed. Bonding edge 214
Since it is located in the installation space of the load-bearing member 300, it is not necessary to newly secure a space for accommodating the coupling edge 214, and the structure can be rationalized.

【0051】本発明は、上記の他、たとえば、特願平6
−186439号、特願平6−187779号、特願平
6−132625号、特願平6−152608号各明細
書に記載の大深度用可撓継手にも適用することができ
る。
In addition to the above, the present invention is, for example, Japanese Patent Application No.
It is also applicable to the flexible joint for large depth described in each specification of Japanese Patent Application No. 186439, Japanese Patent Application No. 6-187779, Japanese Patent Application No. 6-132625, Japanese Patent Application No. 6-152608.

【0052】[0052]

【発明の効果】以上述べたように、本発明による地下構
築物の可撓継手における止水部材の周方向端部の接合構
造によれば、可撓止水部材の突き合わされた両結合縁部
が、その外側面に複数の押え部材を介して外側から締着
されているため、結合縁部の接合面は密着して水密性は
保持されると共に、隣り合う押え部材の相互回動により
屈曲が可能であり、結合する構築物の単位ブロックの相
対変位を許容することができる。
As described above, according to the joining structure of the circumferential ends of the water blocking members in the flexible joint of the underground structure according to the present invention, both the joint edges of the flexible water blocking members are joined together. Since the outer surface is fastened from the outside through a plurality of pressing members, the joint surface of the connecting edge portion is in close contact and watertightness is maintained, and bending is caused by mutual rotation of the adjacent pressing members. Yes, it is possible to allow relative displacement of the unit blocks of the constructs to be joined.

【0053】これにより、分断された可撓止水部材の端
部を水密性と可撓性を有して簡単に接合することが可能
となり、接合作業に熟練を必要としないと共に、接合作
業が長時間に及ぶことによる工事に対する影響を極力少
なくすることができる。更に、止水部材を小さく分割す
ることも可能となるため、運搬及び施工の際の作業性向
上に寄与することができるものである。
As a result, it becomes possible to easily join the divided ends of the flexible water blocking member with watertightness and flexibility, so that no skill is required for the joining work and the joining work is performed. It is possible to minimize the influence on the construction due to the long time. Further, since the water blocking member can be divided into small parts, it is possible to contribute to improvement of workability during transportation and construction.

【0054】また、押え部材の隣り合うものどうしが所
定間隔を有して配設されているものでは、結合縁部は押
え部材の間隔部位で屈曲することで結合縁部の変形を許
容する。
Further, in a case where the adjacent pressing members are arranged with a predetermined interval, the connecting edge portion is bent at the interval portion of the pressing member to allow the deformation of the connecting edge portion.

【0055】また、押え部材の隣り合うものどうしの端
部が相互に枢着されて連鎖状に構成されているもので
は、押え部材が結合縁部の全面を押圧することができる
ために水密性が向上し、押え部材が連結されているため
に装着時の作業性が向上するまた、押え部材が変形可能
な可撓連結部材で連結されて構成されているものでは、
簡単に構成できると共に装着時の作業性が向上する。
Further, in the case where the end portions of the pressing members adjacent to each other are pivotally attached to each other to form a chain, the pressing member can press the entire surface of the connecting edge portion, so that the watertightness is ensured. The workability at the time of mounting is improved because the pressing member is connected, and the pressing member is connected by a deformable flexible connecting member.
It can be configured easily and workability at the time of mounting is improved.

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

【図1】本発明に係る地下構築物の可撓継手における止
水部材の周方向端部の接合構造の一実施例を適用した可
撓継手によって結合された暗渠継手結合部の斜視図であ
る。
FIG. 1 is a perspective view of an underdrain joint connection portion connected by a flexible joint to which an embodiment of a joint structure of a circumferential end portion of a water stop member in a flexible joint of an underground structure according to the present invention is applied.

【図2】図1のA−A断面図である継手結合部の断面
図。
FIG. 2 is a cross-sectional view of the joint coupling portion, which is a cross-sectional view taken along the line AA of FIG.

【図3】(A)は止水部材の分断された端部の側面図、
(B)はその分断面の正面図である。
FIG. 3A is a side view of a divided end of the water blocking member,
(B) is a front view of the sectional surface.

【図4】止水部材の接合部を示す拡大断面図である。FIG. 4 is an enlarged cross-sectional view showing a joint portion of the water blocking member.

【図5】図4の下面図である。FIG. 5 is a bottom view of FIG. 4;

【図6】図4のB−B断面図である。FIG. 6 is a sectional view taken along line BB of FIG. 4;

【図7】押さえ部材を介する締着構造の他の実施例を示
す図である
FIG. 7 is a view showing another embodiment of the fastening structure via the pressing member.

【図8】水密性を高めることのできる構成とした止水部
材の接合部を示す断面図である。
FIG. 8 is a cross-sectional view showing a joint portion of a water blocking member having a structure capable of enhancing watertightness.

【図9】図8のC−C断面図である。FIG. 9 is a sectional view taken along the line CC in FIG. 8;

【図10】本発明の第二実施例である止水部材の接合部
を示す拡大断面図である。
FIG. 10 is an enlarged cross-sectional view showing a joint portion of the water blocking member according to the second embodiment of the present invention.

【図11】本発明の第三実施例である止水部材の接合部
を示す拡大断面図である。
FIG. 11 is an enlarged cross-sectional view showing a joint portion of the water blocking member according to the third embodiment of the present invention.

【図12】第三実施例の押さえ部材の拡大図である。FIG. 12 is an enlarged view of a pressing member according to a third embodiment.

【図13】図12の断面図である。FIG. 13 is a sectional view of FIG.

【図14】本発明の第四実施例である止水部材の接合部
を示す拡大断面図である。
FIG. 14 is an enlarged cross-sectional view showing a joint portion of the water blocking member according to the fourth embodiment of the present invention.

【図15】第四実施例の押さえ部材を示す図である。FIG. 15 is a view showing a pressing member according to a fourth embodiment.

【図16】図15の断面図である。FIG. 16 is a sectional view of FIG.

【図17】本発明の第五実施例を適用した継手結合部の
断面図である。
FIG. 17 is a sectional view of a joint connecting portion to which a fifth embodiment of the present invention is applied.

【図18】第五実施例である可撓部材の接合部を示す拡
大断面図である。
FIG. 18 is an enlarged cross-sectional view showing a joint portion of the flexible member of the fifth embodiment.

【図19】本発明の第六実施例を適用した継手結合部の
断面図である。
FIG. 19 is a sectional view of a joint connecting portion to which a sixth embodiment of the present invention is applied.

【図20】第六実施例である止水部材の接合部を示す拡
大断面図である。
FIG. 20 is an enlarged cross-sectional view showing a joint portion of the water blocking member of the sixth embodiment.

【符号の説明】[Explanation of symbols]

1,2…暗渠(地下構築物の単位ブロック) 4…可撓継手 5…一次止水部材(止水部材) 5A,5C…端面(分断端面) 6…二次止水部材(止水部材) 50…連鎖(押え部材) 54(54A,54B)…結合縁(結合縁部) 55(55A,55B)…座板(押え部材) 56…締結ボルト(締結手段) 57…ナット(締着手段) 100…止水部材 104…結合縁(結合縁部) 105…リンク板(押さえ部材) 106…締結ボルト(締結手段) 201…リンク板(押さえ部材) 210…止水部材 214…結合縁(結合縁部) 215…締結ボルト(締結手段) 501,502…リンク(押さえ部材) 530…帯板(可撓連結部材) 1, 2 ... Underdrain (unit block of underground structure) 4 ... Flexible joint 5 ... Primary water blocking member (water blocking member) 5A, 5C ... End face (divided end face) 6 ... Secondary water blocking member (water blocking member) 50 ... Chain (pressing member) 54 (54A, 54B) ... Coupling edge (coupling edge part) 55 (55A, 55B) ... Seat plate (pressing member) 56 ... Fastening bolt (fastening means) 57 ... Nut (fastening means) 100 Water-stop member 104 ... Coupling edge (coupling edge portion) 105 ... Link plate (pressing member) 106 ... Fastening bolt (fastening means) 201 ... Link plate (pressing member) 210 ... Water blocking member 214 ... Coupling edge (coupling edge portion) ) 215 ... Fastening bolt (fastening means) 501, 502 ... Link (pressing member) 530 ... Strip plate (flexible connecting member)

Claims (4)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】地下構築物を構成する単位ブロックを、そ
の周縁に沿って配設された止水部材を介して相対変位可
能に結合する可撓継手において、周方向に分断された前
記止水部材を接合一体化する接合部構造であって前記止
水部材の分断端部にはその端縁に沿って結合縁部が突設
されており、分断端面が突き合わされると共に、前記結
合縁部がその外側面に当該縁部に沿って配設された複数
の押え部材を介して締結手段により締着されており、該
複数の押え部材は隣り合うものどうしが相対的に回動可
能に配置されていることを特徴とする地下構築物の可撓
継手における止水部材の周方向接合部構造。
1. A flexible joint for connecting a unit block constituting an underground structure so as to be relatively displaceable via a water blocking member arranged along the periphery thereof, wherein the water blocking member is divided in the circumferential direction. A joint edge structure for joining and integrating the above, wherein a joint edge portion is provided along the edge of the divided end portion of the water blocking member, and the joint end portions are abutted with each other and the joint edge portion Are fastened to the outer surface by fastening means via a plurality of holding members arranged along the edge portion, and the plurality of holding members are arranged such that adjacent ones are relatively rotatable. A circumferential joint structure of a water blocking member in a flexible joint of an underground structure, which is characterized by being provided.
【請求項2】上記押え部材は、隣り合うものどうしが所
定間隔を有して配設されていることを特徴とする請求項
1に記載の地下構築物の可撓継手における止水部材の周
方向接合部構造。
2. The circumferential direction of a water blocking member in a flexible joint of an underground structure according to claim 1, wherein the pressing members are arranged such that adjacent ones have a predetermined interval. Joint structure.
【請求項3】上記押え部材は、隣り合うものどうしの端
部が相互に枢着されて連鎖状に構成されていることを特
徴とする請求項1に記載の地下構築物の可撓継手におけ
る止水部材の周方向接合部構造。
3. The retaining member in a flexible joint of an underground structure according to claim 1, wherein the pressing member has a chain structure in which ends of adjacent members are pivotally connected to each other. Circumferential joint structure of water member.
【請求項4】上記押え部材は、変形可能な可撓連結部材
で連結されて構成されていることを特徴とする請求項1
に記載の地下構築物の可撓継手における止水部材の周方
向接合部構造。
4. The pressing member is connected by a deformable flexible connecting member.
A circumferential joint structure of a water blocking member in a flexible joint of an underground structure as set forth in.
JP6278249A 1994-10-18 1994-10-18 Circumferential joint structure of water stop members in flexible joints of underground structures Expired - Lifetime JP2678575B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6278249A JP2678575B2 (en) 1994-10-18 1994-10-18 Circumferential joint structure of water stop members in flexible joints of underground structures

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6278249A JP2678575B2 (en) 1994-10-18 1994-10-18 Circumferential joint structure of water stop members in flexible joints of underground structures

Publications (2)

Publication Number Publication Date
JPH08113976A JPH08113976A (en) 1996-05-07
JP2678575B2 true JP2678575B2 (en) 1997-11-17

Family

ID=17594706

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6278249A Expired - Lifetime JP2678575B2 (en) 1994-10-18 1994-10-18 Circumferential joint structure of water stop members in flexible joints of underground structures

Country Status (1)

Country Link
JP (1) JP2678575B2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6100650B2 (en) * 2013-08-29 2017-03-22 六菱ゴム株式会社 Water stop structure of flexible joint

Also Published As

Publication number Publication date
JPH08113976A (en) 1996-05-07

Similar Documents

Publication Publication Date Title
US4497590A (en) Tunnel lining
JP2011236734A (en) Method for repairing duct facilities
JP2678575B2 (en) Circumferential joint structure of water stop members in flexible joints of underground structures
JPH0736226Y2 (en) Victoric pipe fittings
JP2000154894A (en) Expansion pipe fitting
JPH083514Y2 (en) Reinforcement ring connection structure in earth retaining structure
JP3537415B2 (en) Underdrain culvert fittings
JP2727307B2 (en) Joints for repairing joints of underground structures and methods of construction
JP3595234B2 (en) Culvert fittings
JP3745664B2 (en) Underdrain fittings
JP4462741B2 (en) Pipe joint
JP2596517B2 (en) Culvert fittings
JPH0540674Y2 (en)
JP3621161B2 (en) Flexible segment
JPH0452318Y2 (en)
JP3548075B2 (en) Culvert fittings
JPH07190260A (en) Housing type pipe joint
JPH01135994A (en) Flat steel with rib
JPH08232279A (en) Cutoff structure of segment for civil engineering work
JPH01283495A (en) Connecting structure of corrugated pipe
JP3863344B2 (en) Flexible joint for secondary lining pipe of shield tunnel
JP2001221387A (en) Sealing structure for split case
JP2002201889A (en) Knockdown shaft and segment for shaft
JP2980552B2 (en) Culvert fittings
JPH01269000A (en) Shield pipe line joint