JP2727307B2 - Joints for repairing joints of underground structures and methods of construction - Google Patents

Joints for repairing joints of underground structures and methods of construction

Info

Publication number
JP2727307B2
JP2727307B2 JP7119164A JP11916495A JP2727307B2 JP 2727307 B2 JP2727307 B2 JP 2727307B2 JP 7119164 A JP7119164 A JP 7119164A JP 11916495 A JP11916495 A JP 11916495A JP 2727307 B2 JP2727307 B2 JP 2727307B2
Authority
JP
Japan
Prior art keywords
joint
frame
frame members
fixed
unit
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
JP7119164A
Other languages
Japanese (ja)
Other versions
JPH08284186A (en
Inventor
孝正 真坂
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SEIBU HORIMA KASEI KK
Original Assignee
SEIBU HORIMA KASEI KK
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 SEIBU HORIMA KASEI KK filed Critical SEIBU HORIMA KASEI KK
Priority to JP7119164A priority Critical patent/JP2727307B2/en
Publication of JPH08284186A publication Critical patent/JPH08284186A/en
Application granted granted Critical
Publication of JP2727307B2 publication Critical patent/JP2727307B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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  • Sewage (AREA)
  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Lining And Supports For Tunnels (AREA)
  • Building Environments (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、地下街又は各種トンネル等の地下
構造物の単位ブロックを、相対変位を許容すべく可撓性
を有して水密的に接続する継手部を補修する継手部補修
用継手及びその施工方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a unit block for an underground structure such as a water supply and sewage system, a subway, a common ditch, a tunnel, an underpass, an underground shopping mall, or various tunnels, which has flexibility to allow relative displacement. The present invention relates to a joint for repairing a joint part for repairing a joint part to be connected in a watertight manner and a method for constructing the joint.

【0002】[0002]

【従来の技術】地下鉄、共同溝、洞道、地下道、地下街
又は各種トンネル等の地下構造物は、単位ブロックを相
対変位を許容する継手によって接続して構成される。こ
のような継手として、接続される単位ブロックの対向す
る接続端面に、それぞれ内周面を形成する枠体が碇着さ
れ、この両接続端面の枠体の内周面にゴム,合成樹脂等
の弾性体によって形成された可撓止水部材の縁部がそれ
ぞれ固定されて可撓止水部材が単位ブロックの外周に沿
って配置され、これによって単位ブロック間が可撓止水
部材を介して結合されて、この可撓部材が止水を行いつ
つその弾性変形によって地震や地盤の不等沈下に伴う単
位ブロックの相対変位を許容するように構成されている
ものがある。
2. Description of the Related Art Underground structures such as subways, common ditches, tunnels, underpasses, underground malls, and various tunnels are constructed by connecting unit blocks by joints that allow relative displacement. As such a joint, a frame body forming an inner peripheral surface is anchored to the opposite connection end surface of the unit block to be connected, and rubber, synthetic resin, or the like is attached to the inner peripheral surface of the frame body at both connection end surfaces. The edges of the flexible water blocking members formed by the elastic body are fixed, and the flexible water blocking members are arranged along the outer periphery of the unit blocks, whereby the unit blocks are connected via the flexible water blocking members. Some flexible members are configured to allow relative displacement of unit blocks due to earthquake or uneven settlement of the ground due to elastic deformation of the flexible member while stopping water.

【0003】例えば、本出願人の提案に係る特公昭63
−58982号公報開示のものは、図に示すように、一
対の対向する暗渠a,a′の端部の内周面に形成された
段差部b,b′に跨って、ゴム,合成樹脂等の弾性体に
よって中央に内周側に膨出した環状のくびれ部cを有す
ると共にこのくびれ部cの両側に碇着フランジ部d,
d′が延設されて成る短筒状の可撓止水部材eを碇着フ
ランジ部d,d′で固着し、段差部b,b′と可撓止水
部材eとの間に形成された空間部に可撓止水部材eの軸
方向への膨出変形を防止する保護材f,f′を配設した
ものである。g,g′はフランジh,h′,j,j′及
び端面部i,i′を備えた枠体であり、kは目地材であ
る。尚、図は図中上側が外面、下側が内面である。
[0003] For example, Japanese Patent Publication No. Sho 63
As disclosed in Japanese Patent Application Laid-Open No. 58982, rubber, synthetic resin, or the like is provided over a step b, b 'formed on the inner peripheral surface of the end of a pair of opposed culverts a, a' as shown in the figure. Has an annular constriction c bulging inward at the center by the elastic body, and anchoring flanges d, on both sides of the constriction c.
A short cylindrical flexible water-stopping member e formed by extending d 'is fixed by anchoring flange portions d and d', and is formed between the stepped portions b and b 'and the flexible water-stopping member e. Protective members f and f 'for preventing the flexible water blocking member e from bulging and deforming in the axial direction are disposed in the space. g and g 'are frames having flanges h, h', j and j 'and end faces i and i', and k is a joint material. In the drawings, the upper side in the figure is the outer surface, and the lower side is the inner surface.

【0004】[0004]

【発明が解決しようとする課題】ところで、地震等によ
って地盤に大きな変動が生じた場合、継手部には単位ブ
ロックの変位が集中するため、特に長尺の単位ブロック
では継手部に大きな被害を受ける。
By the way, when a large fluctuation occurs in the ground due to an earthquake or the like, the displacement of the unit block concentrates on the joint portion, so that the joint portion is particularly damaged in a long unit block. .

【0005】継手部が伸びて大きく開いた場合や、圧縮
によって大きく破損した場合には、その復旧は外部から
大きく開削して行うより他なく、作業が大がかりとなっ
て時間も要するという問題がある。
[0005] When the joint is stretched and wide open, or when the joint is greatly damaged by compression, there is no other way than to recover from a large open cut from the outside, and there is a problem that the work becomes large and time is required. .

【0006】本発明は、上記問題に鑑みてなされたもの
であって、継手部の補修を構造物の内側から行うことが
でき、補修作業が容易で復旧工期も短縮できる地下構造
物の継手部補修用継手及びその施工方法を提供すること
を目的とする。
SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and can repair a joint from the inside of the structure, thereby facilitating repair work and shortening a restoration period. An object of the present invention is to provide a repair joint and a method for constructing the joint.

【0007】[0007]

【課題を解決する為の手段及び作用】上記目的を達成す
る地下構造物の継手部補修用継手は、地下構造物の対向
する端面部の周囲に沿って配設されて前記対向地下構造
物を接続する継手であって、前記接続構造物の対向する
端面にアンカー部材を介して固定される一対の枠部材
と、弾性素材により形成され前記枠部材に幅方向両縁部
が固定されて両枠部材を結合する可撓止水部材と、によ
り構成され、前記枠部材は前記接続構造物の周方向に複
数の単位枠部材に分割されると共に、その分割面のうち
少なくとも一カ所は前記構造物の軸方向と平行且つ当該
継手の延設方向に対しては所定の角度の傾斜面として形
成されていることを特徴とする。
A joint for repairing a joint of an underground structure which achieves the above object is provided along the periphery of the facing end face of the underground structure to connect the underground structure with the joint. A joint to be connected, a pair of frame members fixed to opposite end surfaces of the connection structure via an anchor member, and both frame portions formed of an elastic material and both widthwise edges fixed to the frame member. A flexible water blocking member for joining the members, wherein the frame member is divided into a plurality of unit frame members in a circumferential direction of the connection structure, and at least one of the divided surfaces is the structure. Is formed as an inclined surface parallel to the axial direction and at a predetermined angle with respect to the extending direction of the joint.

【0008】また、その施工方法は、対向する接続端面
にそれぞれ固定される対の単位枠部材が固定手段で固定
一体化された状態の単位枠部材対を、内面側に広がる傾
斜方向の分割面を有する単位枠部材対を最後として周方
向に隣接する単位枠部材を結合部材で結合して順次組立
て、上記構造物の接続端面に上記アンカー部材を埋設さ
せて固定し、一体の枠部材とすると共に、前記固定手段
を外して枠部材間に可撓止水部材を装着することを特徴
とする。
[0008] The construction method is such that a pair of unit frame members, each of which is fixed to and integrated with a pair of unit frame members respectively fixed to opposing connection end faces, is divided into inclined surfaces extending inward. With the pair of unit frame members having the last as a last unit, the unit frame members adjacent in the circumferential direction are connected by a connecting member and assembled sequentially, and the anchor member is embedded and fixed at the connection end face of the structure to form an integral frame member. In addition, the fixing means is removed and a flexible water blocking member is mounted between the frame members.

【0009】上記地下構造物の継手部補修用継手では、
内周側に広がる方向の傾斜の分割面を有する単位枠部材
を最後として分割された各単位枠部材を地下構造物の接
合端部にその内側から順次固定することで、地下構造物
接合部の全周にわたる枠部材を形成でき、これに可撓止
水部材を装着して地下構造物の内側から継手部を補修構
成できる。
In the joint for repairing the joint of an underground structure,
By sequentially fixing the unit frame members divided at the end with the unit frame member having a dividing surface inclined in the direction of expanding to the inner peripheral side from the inside to the joint end of the underground structure, the joint of the underground structure joint A frame member can be formed over the entire circumference, and a flexible water blocking member can be attached to the frame member to repair and configure the joint from the inside of the underground structure.

【0010】[0010]

【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造物
の継手部補修用継手の一実施例による地下構造物結合部
下辺部の断面図、図2のA−A断面に相当する枠体の分
割状態を示す概念図である。
Embodiments of the present invention will be described below with reference to the accompanying drawings. FIG. 1 is a cross-sectional view of a lower part of a joint portion of an underground structure joint according to an embodiment of a joint for repairing a joint portion of an underground structure according to the present invention, showing a divided state of a frame body corresponding to the AA section in FIG. 2. It is a conceptual diagram.

【0011】図示継手部補修用継手1は、枠体2が接続
構造物10,10′の接合端面の内周側角部にそれぞれ
固定されて構造物10,10′の内周面から段差を有す
る装着段差面2A,2A′を形成し、この装着段差面2
A,2A′にゴム,合成樹脂等の弾性体により形成され
た可撓止水部材3が水密的に装着されると共に、装着段
差面2A,2A′より外面側の接続構造物10,10′
の端面間(対向する枠体2,2′の後述する外フランジ
2Cの間)に目地材4が充填配設されて構成されてい
る。これにより、接続構造物10,10′は可撓止水部
材3を介して水密的に結合されると共にその弾性変形で
相対変位が許容されるようになっているものである。
尚、図1では図中上側が内面,下側が外面である。
In the illustrated joint repair joint 1, the frame 2 is fixed to the inner peripheral corners of the joint end surfaces of the connecting structures 10, 10 ', respectively, so that a step is formed from the inner peripheral surfaces of the structures 10, 10'. Forming the mounting step surfaces 2A and 2A '
A, 2A 'is provided with a flexible water-stopping member 3 formed of an elastic body such as rubber or synthetic resin in a watertight manner, and connection structures 10, 10' on the outer surface side with respect to the mounting step surfaces 2A, 2A '.
Between the end faces (between the outer flanges 2C of the opposing frame bodies 2 and 2 ', which will be described later). As a result, the connection structures 10 and 10 'are watertightly connected via the flexible water-stopping member 3, and their relative deformation is allowed by their elastic deformation.
In FIG. 1, the upper side in the figure is the inner surface, and the lower side is the outer surface.

【0012】以下、各部の構成を詳細に説明するが、構
造物10側と構造物10′側は対称に構成されており、
構造物10の側において説明して特に必要がある場合以
外は他方は省略する。尚、構造物10′側は同符号にダ
ッシュ(′)を付して示す。
Hereinafter, the structure of each part will be described in detail. The structure 10 and the structure 10 'are symmetrical.
Except for the case where it is particularly necessary to explain the structure 10 side, the other is omitted. The structure 10 'is indicated by the same reference numeral with a dash (').

【0013】枠体2は、構造物10の軸方向と平行で構
造物10の内周面と平行な装着段差面2Aの内縁部から
内フランジ部2Bが内周側に延設されると共に外縁部か
ら外フランジ部2Cが外周側に延設されて形成され、構
造物10の接続端面部の形状はこの枠体2によって規定
されている。また、装着段差面2Aにアンカーボルト2
Dが固定されており、このアンカーボルト2Dが構造物
10内に埋設されてこれによって枠体2と構造物10と
が強固に結合固定されている。
The frame 2 has an inner flange portion 2B extending from the inner edge of the mounting step surface 2A parallel to the axial direction of the structure 10 and parallel to the inner circumferential surface of the structure 10 to the inner circumferential side, and the outer edge thereof. An outer flange portion 2 </ b> C is formed to extend outward from the portion, and the shape of the connection end surface portion of the structure 10 is defined by the frame 2. In addition, anchor bolt 2 is attached to mounting step surface 2A.
D is fixed, and the anchor bolt 2D is embedded in the structure 10, whereby the frame 2 and the structure 10 are firmly connected and fixed.

【0014】アンカーボルト2Dは、枠体2の装着段差
面2Aを直角に貫通して固定され、装着段差面2Aの内
面側には所定量突出すると共に、外面側の先端は構造物
の接続端面とは逆側(外フランジ部2Cと逆側)に直角
に屈曲延設されている。
The anchor bolt 2D is fixed to penetrate the mounting step surface 2A of the frame 2 at a right angle, is fixedly protruded from the inner surface side of the mounting step surface 2A, and has a front end on the outer surface side which is a connection end surface of the structure. Are bent at right angles to the opposite side (the opposite side to the outer flange portion 2C).

【0015】可撓止水部材3は、所定の厚さの弾性体に
よって中央の内周側に膨出したU字状(図は逆さま)の
くびれ部3Aの外周側両縁部からそれぞれ碇着部3Bが
延設された断面形状に形成され、構造物10の周方向に
は全周にわたって連続している。そして、その碇着部3
Bが枠体2の装着段差面2Aに配置され、碇着部3Bを
貫通したアンカーボルト2Dに螺合したナット51によ
って押さえ板52を介して締着されている。
The flexible water-stopping member 3 is anchored from both outer peripheral edges of a U-shaped (upside down in the figure) constricted portion 3A bulged inward at the center by an elastic body having a predetermined thickness. The portion 3B is formed in an extended cross-sectional shape, and is continuous over the entire circumference in the circumferential direction of the structure 10. And the anchoring part 3
B is disposed on the mounting step surface 2A of the frame 2 and is fastened via a holding plate 52 by a nut 51 screwed to an anchor bolt 2D penetrating the anchoring portion 3B.

【0016】アンカーボルト2Dの内面側先端には、保
護ゴム53が被せられており、その内周側の面は構造物
10の内面と面一となるようになっている。尚、この
保護ゴム53は流路の場合の流水抵抗の軽減のためや、
外観の向上のために用いるものであり必ずしも必要なも
のではない。
A protective rubber 53 is covered on the inner end of the anchor bolt 2D, and the inner peripheral surface thereof is flush with the inner surface of the structure 10. In addition, this
The protective rubber 53 is used to reduce the flow resistance in the case of a flow path,
It is used for improving the appearance and is not always necessary.

【0017】ここで、上記枠体2は、構造物10の周方
向には、図2の概念図に示すように複数の単位枠体20
(コーナー枠体21、直線枠体22、内長傾斜端面枠体
23及びこれと合致する外長傾斜端面枠体24)に分割
されており、これら単位枠体20を組み合わせることで
構造物10の端面に沿って隙間なく配置され、この複数
の単位枠体20が組み合わされて一体となった枠体2の
装着段差面2Aに、周方向に連続する可撓止水部材3が
装着される。本実施例では、構造物10の断面形状は長
方形状であって、上辺及び下辺は直線枠体22,内長傾
斜端面枠体23及び外長端面枠体24をそれぞれ一組づ
つ用い、左右両側辺は内長傾斜端面枠体23及び外長傾
斜端面枠体24をそれぞれ一組づつ用いるようになって
いる。尚、これら単位枠体20の組み合わせはこれに限
るものではなく、接続構造物の断面形状に合わせて適宜
変更すべきものである。
Here, as shown in the conceptual diagram of FIG.
(Corner frame 21, straight frame 22, inner-inclined end-face frame 23, and outer-inclined end-face frame 24 that matches this), and the end face of structure 10 is obtained by combining these unit frames 20. The flexible water blocking member 3 which is continuous in the circumferential direction is mounted on the mounting step surface 2A of the frame 2 in which the plurality of unit frames 20 are combined and integrated with each other. In this embodiment, the cross-sectional shape of the structure 10 is rectangular, and the upper side and the lower side use a pair of the linear frame 22, the inner-length inclined end-face frame 23, and the outer-length end-face frame 24, respectively. Is designed to use one pair of the inner-length inclined end face frame 23 and the outer-length inclined end face frame 24. The combination of these unit frames 20 is not limited to this, and should be changed as appropriate according to the cross-sectional shape of the connection structure.

【0018】コーナー枠体21は、図3に斜視図を示す
ように、構造物10の角部内周のハンチ形状と対応した
形状であって、当該角部のみを構成する。その両端面2
1Aは枠体延設方向と直交する面とされている。
As shown in the perspective view of FIG. 3, the corner frame 21 has a shape corresponding to the haunch shape of the inner periphery of the corner of the structure 10, and constitutes only the corner. Both end faces 2
1A is a surface orthogonal to the frame extending direction.

【0019】直線枠体22は、図4に斜視図を示すよう
に、取り付け作業性の良い所定長さ(1m程度)の直線
状であって、両端面22Aはその延設方向と直交する面
に形成されている。
As shown in a perspective view in FIG. 4, the linear frame 22 is a straight line having a predetermined length (about 1 m) with good workability, and both end surfaces 22A are surfaces perpendicular to the extending direction. Is formed.

【0020】内長傾斜端面枠体23と外長傾斜端面枠体
24は、図5に内長傾斜端面枠体23の斜視図を示すよ
うに一方の端面23Aはその延設方向と直交する面とし
て形成されると共に他方の端面23Bは延設方向に対し
て直交する面を構造物の延設方向と平行を保って内外周
方向に所定角度で傾けた傾斜面として形成され、これに
対して外長傾斜端面枠体24の一方の端面24B(図2
に示す)は同一角度で逆勾配に形成されて、当該傾斜端
面同士を合致させて両者23,24を組み合わせると直
線状となるようになっている。内長傾斜端面枠体23の
傾斜端面23Bの傾斜方向は、内面側の長さが外面側よ
り長くなるように設定され、外長傾斜端面枠体24の傾
斜端面24Bの傾斜方向はこれとは逆に外面側の長さが
内面側より長くなるように設定されている。
As shown in FIG. 5, the inner-inclined end-face frame 23 and the outer-length-inclined end-face frame 24 have one end face 23A which is orthogonal to the extending direction. The other end surface 23B is formed as an inclined surface which is inclined at a predetermined angle in the inner and outer peripheral directions while keeping the surface perpendicular to the extending direction parallel to the extending direction of the structure, and has an outer length One end face 24B of the inclined end face frame 24 (FIG. 2)
Are formed at the same angle and in the opposite slope, and when the inclined end faces are made to coincide with each other and the two 23 and 24 are combined, a straight line is formed. The inclination direction of the inclined end surface 23B of the inner-length inclined end face frame 23 is set such that the length of the inner surface side is longer than the outer surface side, and the inclination direction of the inclined end face 24B of the outer-length inclined end surface frame 24 is opposite to this. The outer side is set to be longer than the inner side.

【0021】尚、図3,図4及び図5は、後述する施工
時における状態であって、対向する(接続構造物10,
10′に設けられる)単位枠体20,20′が固定金具
26で固定されて単位枠体対25を構成している状態を
示しているものである。
FIGS. 3, 4 and 5 show a state at the time of construction, which will be described later.
10 shows a state where the unit frame bodies 20 and 20 ′ (provided at 10 ′) are fixed by the fixing bracket 26 to form the unit frame body pair 25.

【0022】上記構成の補修用継手1は、本発明に係る
補修用継手の施工方法によって、下記のようにして破損
した継手部に構造物10の内側から装着し、継手部を補
修することができる。
The repair joint 1 having the above structure can be mounted on the damaged joint portion from the inside of the structure 10 and repaired by the repair joint mounting method according to the present invention as described below. it can.

【0023】即ち、まず、大きな地盤変動による大きな
相対変位によって大きく開いたり又は圧接状態となった
構造物10,10′の継手部10Aを、図6に斜視図,
図7に断面図を示すように内側から破砕して鉄筋11,
11′を露出させると共に接続構造物10,10′間に
所定以上の隙間を形成し、この隙間部を覆うように外面
に沿って枠板54を配設する。
First, FIG. 6 is a perspective view of the joint portion 10A of the structures 10, 10 'which are largely opened or pressed by a large relative displacement due to a large ground deformation.
As shown in the sectional view of FIG.
At the same time, a predetermined gap or more is formed between the connection structures 10 and 10 'while exposing the frame 11', and a frame plate 54 is arranged along the outer surface so as to cover the gap.

【0024】次に、新たな継手部となる部位に、両側の
構造物10に固定される単位枠体20を位置させ、その
アンカーボルト2Dの先端と鉄筋11とを針金と溶接に
よって結合する。
Next, the unit frame 20 fixed to the structures 10 on both sides is located at a portion to be a new joint portion, and the tip of the anchor bolt 2D and the reinforcing bar 11 are joined by wire and welding.

【0025】ここで、この単位枠体20の構造物への固
定時には、図8に断面図を示すように、対向する(接続
構造物10,10′の対向部位に配置される)単位枠体
20,20′同士が固定手段としての断面形状エル字状
のアングルによる固定金具26を介して何カ所かで設定
間隔で結合されて単位枠体対25とされた状態で、それ
ぞれの単位枠体20,20′が対応する構造物10,1
0′に固定される。固定金具26は、後に可撓止水部材
3が取り付けられるアンカーボルト2D,2D′の突出
端にナット51,51′によって締着固定され、対とな
る単位枠体20,20′を可撓止水部材3の初期設定状
態の間隔に保って一体化しているものである。また、単
位枠体20,20′の対向する外フランジ2C,2C′
の間には予め目地材4が介装され、この目地材4の外面
側の端縁は補修部の外面を形成する枠板54に当接する
ようになっている。
Here, when the unit frame body 20 is fixed to the structure, as shown in the sectional view of FIG. 8, the unit frame body 20 which is opposed to the unit frame body (disposed at the opposing portion of the connection structures 10 and 10 '). The unit frame members 20 and 20 ′ are connected to each other at a predetermined interval via a fixing bracket 26 having an elliptical angle in cross section as a fixing means to form a unit frame pair 25. The structures 10, 1 corresponding to 20, 20 '
Fixed to 0 '. The fixing bracket 26 is fastened and fixed to the projecting ends of the anchor bolts 2D, 2D 'to which the flexible water-stopping member 3 is attached later by nuts 51, 51', and the pair of unit frames 20, 20 'is flexibly fixed. The water member 3 is integrated while maintaining the interval of the initially set state. Also, the outer flanges 2C, 2C 'of the unit frames 20, 20' facing each other.
The joint material 4 is interposed in advance, and the outer edge of the joint material 4 is brought into contact with the frame plate 54 forming the outer surface of the repaired portion.

【0026】単位枠体20は、コーナー枠体21、直線
状枠体22、外長傾斜端部枠体24をまず固定し、最後
に内長傾斜端部枠体23を固定する。つまり、複数に分
割された単位枠体20を順次固定して最後に内面側に広
がる方向に傾斜する接続面23Bを有する内長傾斜端部
枠体23を固定することで、容易に内面側から全ての単
位枠体20を固定して連続する枠体2を形成することが
できるものである。単位枠体20の隣接するもの同士の
結合は、外フランジ2Cの外面間を結合部材としての接
続金具27(図3,図4及び図5に示す)で接続するこ
とで行う。また、突き合わせ端面部にはエポキシ樹脂等
のコーキング材によって漏水防止処理を施す。
In the unit frame 20, the corner frame 21, the linear frame 22, and the outer-length inclined end frame 24 are fixed first, and finally, the inner-length inclined end frame 23 is fixed. In other words, by fixing the unit frame body 20 divided into a plurality in order and fixing the inner-length inclined end frame body 23 having the connection surface 23B inclined in the direction to finally spread to the inner surface side, the inner frame side can be easily fixed from the inner surface side. All the unit frames 20 can be fixed to form a continuous frame 2. The connection between adjacent ones of the unit frames 20 is performed by connecting the outer surfaces of the outer flanges 2C with connection fittings 27 (shown in FIGS. 3, 4 and 5) as connection members. In addition, a water leakage prevention treatment is performed on the butted end surface portion with a caulking material such as an epoxy resin.

【0027】その後、構造物10の破砕端面と枠体2の
間にモルタル12を充填打設して、対向する単位枠体2
0,20′を固定している固定金具26を外し、両枠体
2,2′間に可撓止水部材3を架設装着する。これによ
り、構造物10,10′の対向端部にそれぞれ枠体2,
2′が装着されてそ間に所定の間隔が設定され、この枠
体2,2′間が可撓止水部材3で結合されて継手部が補
修されるものである。このように、本施工方法では内面
側から継手部の補修が可能であると共に、継手部の補修
を要する構造物に上下又は左右方向の芯ズレがあっても
施工可能であって幅広い補修に適用できるものである。
After that, a mortar 12 is filled and poured between the crushed end face of the structure 10 and the frame 2 to
The fixing fitting 26 for fixing 0, 20 'is removed, and the flexible water-stopping member 3 is mounted between the two frames 2, 2'. As a result, the frame bodies 2 and
A frame 2 'is mounted and a predetermined interval is set between the frames 2' and 2 ', and the joints are repaired by connecting the frames 2 and 2' with a flexible water blocking member 3. In this way, this construction method can repair joints from the inner surface side, and can be applied even if there is vertical or horizontal misalignment of the structure requiring repair of joints, and is applicable to a wide range of repairs. You can do it.

【0028】尚、傾斜端面を有する単位枠体(内長傾斜
端部枠体23及び外長傾斜端部枠体24)は、構造物の
断面形状が円形の構造物の場合には最低一組(即ち傾斜
分割面は一カ所)で良く、また、本実施例のように構造
物の断面形状が多角形の場合には一辺について一組で良
いが、それ以上としても良く、全ての分割面を傾斜面と
することもできる。
It should be noted that at least one set of the unit frames having the inclined end faces (the inner-length inclined end frame 23 and the outer-length inclined end frame 24) is formed when the cross section of the structure is a circular structure. That is, the inclined division surface may be one place), and when the cross-sectional shape of the structure is a polygon as in this embodiment, one set may be set for one side, but may be more than one. It can also be an inclined surface.

【0029】[0029]

【発明の効果】以上述べたように、本発明に係る地下構
造物の継手部補修用継手及びその施工方法によれば、枠
部材を接続構造物の周方向に複数の単位枠部材に分割す
ると共にその分割面のうち少なくとも一カ所を構造物の
軸方向と平行且つ当該継手の延設方向に対しては所定の
角度の傾斜面として形成したため、内周側に広がる方向
の傾斜の分割面を有する単位枠部材を最後として各単位
枠部材を補修すべき継手部である地下構造物の接合端部
にその内側から順次固定することで、接合部の全周にわ
たる枠部材を形成することができ、これに可撓止水部材
を装着して継手部を補修することができる。つまり、外
面の開削を要することなく地下構造物の内側からその継
手部を補修することができ、補修作業が容易に行えると
共に復旧工期も短縮できるものである。
As described above, according to the joint for repairing a joint of an underground structure according to the present invention and the method for constructing the joint, the frame member is divided into a plurality of unit frame members in the circumferential direction of the connection structure. In addition, since at least one of the divided surfaces is formed as an inclined surface parallel to the axial direction of the structure and at a predetermined angle with respect to the extending direction of the joint, the inclined divided surface in the direction expanding toward the inner peripheral side is formed. By sequentially fixing the unit frame members having the unit frame members to the joint end of the underground structure, which is the joint to be repaired, from the inside thereof, the unit frame members can be formed over the entire periphery of the joint. The joint can be repaired by attaching a flexible water-stopping member thereto. In other words, the joint can be repaired from the inside of the underground structure without the need for cutting the outer surface, so that the repair work can be performed easily and the restoration period can be shortened.

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

【図1】本発明に係る地下構造物の継手部補修用継手の
断面図である。
FIG. 1 is a sectional view of a joint for repairing a joint of an underground structure according to the present invention.

【図2】図1のA−A断面図に相当する枠体に単位枠体
への分割状態を示す概念図である。
FIG. 2 is a conceptual diagram showing a state in which a frame corresponding to the AA cross-sectional view of FIG. 1 is divided into unit frames.

【図3】コーナー枠体の斜視図である。FIG. 3 is a perspective view of a corner frame.

【図4】直線状枠体の斜視図である。FIG. 4 is a perspective view of a linear frame.

【図5】内長傾斜端部枠体の斜視図である。FIG. 5 is a perspective view of an inner-length inclined end frame.

【図6】継手部の補修時における構造物結合部の斜視図
である。
FIG. 6 is a perspective view of a structure connecting portion at the time of repairing a joint portion.

【図7】継手部の補修時における継手部の断面図であ
る。
FIG. 7 is a cross-sectional view of the joint when repairing the joint.

【図8】単位枠体対の断面図である。FIG. 8 is a sectional view of a unit frame body pair.

【図9】従来例の継手の断面図である。FIG. 9 is a sectional view of a conventional joint.

【符号の説明】[Explanation of symbols]

1 継手部 2 枠体 2D アンカー部材 3 可撓止水部材 10,10′ 地下構造物 20 単位枠部材 21 コーナー枠体(単位枠部材) 21A 端面(分割面) 22 直線状枠体(単位枠部材) 22A 端面(分割面) 23 内長傾斜端部枠体 23A 端面(分割面) 23B 傾斜端面(分割面,傾斜面) 24 外長傾斜端部枠体 24A 端面(分割面) 24B 傾斜端面(分割面,傾斜面) 25 単位枠部材対 26 固定金具(固定手段) 27 接続金具(結合部材) DESCRIPTION OF SYMBOLS 1 Joint part 2 Frame 2D anchor member 3 Flexible water blocking member 10, 10 'Underground structure 20 Unit frame member 21 Corner frame (unit frame member) 21A End face (division surface) 22 Linear frame (unit frame member) 22A End face (divided face) 23 Inner-length inclined end frame 23A End face (divided face) 23B Inclined end face (divided face, inclined face) 24 Outer-length inclined end frame 24A End face (divided face) 24B Inclined end face (divided face) , Inclined surface) 25 Unit frame member pair 26 Fixing fitting (fixing means) 27 Connecting fitting (joining member)

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】地下構造物の対向する端面部の周囲に沿っ
て配設されて前記対向地下構造物を接続する継手であっ
て、前記接続構造物の対向する端面にアンカー部材を介
して固定される一対の枠部材と、弾性素材により形成さ
れ前記枠部材に幅方向両縁部が固定されて両枠部材を結
合する可撓止水部材と、により構成され、前記枠部材は
前記接続構造物の周方向に複数の単位枠部材に分割され
ると共に、その分割面のうち少なくとも一カ所は前記構
造物の軸方向と平行且つ当該継手の延設方向に対しては
所定の角度の傾斜面として形成されていることを特徴と
する地下構造物の継手部補修用継手。
1. A joint which is disposed along the periphery of an opposed end surface of an underground structure and connects the opposed underground structure, and is fixed to an opposed end surface of the connection structure via an anchor member. A pair of frame members, and a flexible water-stopping member formed of an elastic material and fixed to the frame members at both ends in the width direction to couple the two frame members together. The object is divided into a plurality of unit frame members in the circumferential direction, and at least one of the divided surfaces is an inclined surface parallel to the axial direction of the structure and having a predetermined angle with respect to the extending direction of the joint. A joint for repairing a joint of an underground structure, wherein the joint is formed as:
【請求項2】対向する接続端面にそれぞれ固定される対
の単位枠部材が固定手段で固定一体化された状態の単位
枠部材対を、内面側に広がる傾斜方向の分割面を有する
単位枠部材対を最後として周方向に隣接する単位枠部材
を結合部材で結合して順次組立て、上記構造物の接続端
面に上記アンカー部材を固定し、一体の枠部材とすると
共に、前記固定手段を外して枠部材間に可撓止水部材を
装着することを特徴とする請求項1に記載の地下構造物
の継手部補修用継手の施工方法。
2. A unit frame member having a pair of unit frame members fixed to a pair of unit frame members fixed to opposing connection end surfaces and fixedly integrated by a fixing means, and having a dividing surface extending in an inward direction and extending inward. The unit frame members that are adjacent to each other in the circumferential direction with the pair at the end are connected by a connecting member and assembled sequentially, and the anchor member is fixed to the connection end surface of the structure, and the integral frame member is formed, and the fixing means is removed. The method according to claim 1, wherein a flexible water blocking member is mounted between the frame members.
JP7119164A 1995-04-19 1995-04-19 Joints for repairing joints of underground structures and methods of construction Expired - Lifetime JP2727307B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7119164A JP2727307B2 (en) 1995-04-19 1995-04-19 Joints for repairing joints of underground structures and methods of construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7119164A JP2727307B2 (en) 1995-04-19 1995-04-19 Joints for repairing joints of underground structures and methods of construction

Publications (2)

Publication Number Publication Date
JPH08284186A JPH08284186A (en) 1996-10-29
JP2727307B2 true JP2727307B2 (en) 1998-03-11

Family

ID=14754503

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7119164A Expired - Lifetime JP2727307B2 (en) 1995-04-19 1995-04-19 Joints for repairing joints of underground structures and methods of construction

Country Status (1)

Country Link
JP (1) JP2727307B2 (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4615784B2 (en) * 2001-08-30 2011-01-19 大成建設株式会社 Flexible joint device for submerged box and repair method thereof
CN104631499B (en) * 2015-02-16 2016-09-14 中交第二航务工程局有限公司 A kind of for the Apparatus and system of large-scale component positioning in steel reinforcement cage
CN115506298B (en) * 2022-10-24 2024-01-09 中建八局发展建设有限公司 Construction method of deep water large-span pressurized pipe gallery die carrier

Also Published As

Publication number Publication date
JPH08284186A (en) 1996-10-29

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