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JP3520833B2 - Construction method of PC steel strand connection structure - Google Patents

Construction method of PC steel strand connection structure

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Publication number
JP3520833B2
JP3520833B2 JP2000114423A JP2000114423A JP3520833B2 JP 3520833 B2 JP3520833 B2 JP 3520833B2 JP 2000114423 A JP2000114423 A JP 2000114423A JP 2000114423 A JP2000114423 A JP 2000114423A JP 3520833 B2 JP3520833 B2 JP 3520833B2
Authority
JP
Japan
Prior art keywords
wedge
stranded wire
cylindrical
connection structure
chuck
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 - Fee Related
Application number
JP2000114423A
Other languages
Japanese (ja)
Other versions
JP2001254479A (en
Inventor
務 角谷
秀樹 小松
敏和 南
吉孝 西田
Original Assignee
アンダーソンテクノロジー株式会社
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 アンダーソンテクノロジー株式会社 filed Critical アンダーソンテクノロジー株式会社
Priority to JP2000114423A priority Critical patent/JP3520833B2/en
Publication of JP2001254479A publication Critical patent/JP2001254479A/en
Application granted granted Critical
Publication of JP3520833B2 publication Critical patent/JP3520833B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】 【0001】 【発明の技術分野】本発明はプレストレストコンクリー
ト工法におけるPC鋼より線接続構造の施工方法に関す
るものである。 【0002】 【従来の技術】従来のPC鋼撚り線接続具としては、両
端内壁にねじ部を螺設した円筒状カップラーに、左右一
対のチャックボディを左右から螺入して、そのテーパー
状嵌入部で分割されたウェッジを締付け、その内壁で左
右から挿入されたPC鋼撚り線を締着しているものがあ
る。そして、円筒カップラーの内部には円筒スサが装入
され、その中間仕切板の両側には円錐状のスプリングが
対向的に装着され、各ウェッジを各テーパー状嵌入部に
押し込む方向に付勢している。かくして、ウェッジはス
プリングの反力を受け、チャックボディの螺入により締
付けられる。また、前記の円筒カップラーと中間仕切板
とを合わせて、軸線方向に底壁を挟んで対向する円形孔
を穿設し、該孔にスプリングを対向的に装着して円筒カ
ップラーを構成してなる従来のPC鋼撚り線接続具もあ
る。 【0003】しかして、プレストレストコンクリート工
法においては、PC鋼撚り線の間には軸線方向に緊張力
が加えられるので、分割されたウェッジはテーパー状嵌
入部に整合され、PC鋼撚り線は真直姿勢に保持されて
前記のウェッジに確実にグリップされることが必要とな
る。 【0004】 【発明が解決しようとする課題】しかしながら、従来構
造のPC鋼撚り線接続具では、開口部からPC鋼撚り線
を挿込むとき、たいていは一方の側のPC鋼撚り線が2
0m以上の長さを有し、撚り線を真直に制御しつつ挿込
むのが難しく、また大きな力を要するのではずみにより
スプリングが不均等に伸縮したままとなり、ウェッジを
真直に付勢していない場合が起こり得ること、またウェ
ッジがPC鋼撚り線を締着するにはPC鋼撚り線が引張
られた初期にウェッジがPC鋼撚り線を挟込み両者一体
となってテーパー部内に入り込んで、テーパー部のくさ
び作用による面圧がPC鋼撚り線とウェッジ内壁との間
でスリップを生じない程度に十分でなければならない
が、この挟込み作用の確認は撚り線の引張強度の5〜1
5%程度の引張荷重が働くまで確認できないこと等の問
題点を有している。 【0005】前記不都合状態の発見と挟み込み作用の確
認のために、従来は接続施工後にPC鋼撚り線に対して
中心軸線方向に矢印の予備緊張を加えることが義務づけ
られているが、特殊な油圧装置などを要し、時間と手間
がかかるために作業遅れや作業コストの上昇を招いてい
た。 【0006】 【課題を解決するための手段】本発明は前記課題の解決
を目的とするもので、下記構成のPC鋼より線接続構
施工方法である。(1) 外周の中央に螺結用掴持部を具備し、その左右両
端内壁に雌ねじ部を螺設してなる円筒状カップラーと、
筒体前部の外周に前記各雌ねじ部と螺合する雄ねじ部を
有し、かつ筒体内部に後端へ向けて縮径するテーパー状
の嵌入部を内有してなる左右一対のチャックボディと、
前記各チャックボディの嵌入部に嵌入され、その内壁面
でPC鋼撚り線をグリップする分割されたウェッジと、
前記各チャックボディの右のウエッジ端面と左のウエッ
ジ端面との間にそれらウエッジの両端面に接触して介設
される,高強度金属筒体とからなるPCより線接続具を
用いてPCより線接続構造を完成させるPC鋼撚り線接
続構造の施工方法において、まず前記各チャックボディ
の嵌入部にPCより線端部とウエッジとを強圧力で嵌入
させて固定化物となす第1工程と、次いで前記第1工程
で得られた左右いずれかの固定化物に,前記高強度金属
筒体をPCより線端部を内有するようにし、またこの
際、PCより線端部と高強度金属筒体との間にOリング
を介在させ、両者間に均等な間隙を設け、かつ前記固定
化物のウエッジの端面に前記高強度金属筒体の一端部を
接触させて仮着する第2工程と、前記第2工程で得られ
た一方の固定化物と前記第1工程で得られた他方の固定
化物とを前記円筒状カップラーを螺入方向に回転させ
て、前記各チャックボディの右のウエッジ端面と左のウ
エッジ端面との間に,高強度金属筒体がそれらウエッジ
の両端面に接触して圧縮状態で、かつ各PCより線端部
の間には若干の隙間が確保されるごとくして介設される
ごとくする第3工程とから成ることを特徴とするPC鋼
撚り線接続構造の施工方法。 【0007】 【発明の実施の形態】次に本発明の実施の形態を図面に
基づいて説明する。図1は本発明実施例に係るPC鋼撚
り線を接続したPCより線接続構造を示す正面断面図で
あり、図2は本発明の実施例であって、図1のPCより
線接続構造の製作工程図(施工工程図)であり、図3は
チャックボディの嵌入部にPCより線端部とウエッジと
を強圧力で嵌入させて固定化物となす工程の説明図であ
る。本発明のPC鋼撚り線接続構造は、図1に縦断面図
を示すごとく、部材外周の中央に螺結用掴持部11を具
備し、その左右両側に雌ねじ部12,12’を螺設し、
その中央部に無雌ねじ部13を有する円筒状カップラー
1と、筒体前部の外周に前記各雌ねじ部12、12’と
螺合する雄ねじ部21、21’を有し、かつ筒体内部に
後端に向けて縮径するテーパー状の嵌入部22を内有し
てなる左右一対のチャックボディ2,2’と、前記各チ
ャックボディ2,2’の嵌入部22、22’に嵌入さ
れ、その内壁面23でPC鋼撚り線4、4’をグリップ
する分割されたウェッジ3、3’とを備えて成り、前記
各チャックボディ2の右のウエッジ端面31と左のウエ
ッジ端面31’との間には,高強度金属筒体5がそれら
の端部で前記ウエッジ3,3’の両端面31,31’に
接触して介設されている。 そして、高強度金属筒体5
は対向する左右のPCより線端部51,51’を内有
し、そして各PCより線端部51,51’の間に若干の
隙間sを確保して介設されている。 【0008】チャックボディ2は、その筒体外周の後端
スパナー等で螺結し易いように、4角又は6角形状の
掴持部を具備してもよい。なお円形部にローレット加工
してパイプレンチで螺結してもよい。 【0009】次に施工工程を説明する。まず、図3に示
す工具を用いて前記各チャックボディの嵌入部(22)
にPCより線4端部とウエッジ3とを強圧力で嵌入させ
て固定化物となす。図3(a)では、シース7で被覆さ
れたPCより線4の端部(シース7が剥奪された部分が
チャックボディ2内のウエッジ3で把持されている)の
チャックボディ2の下端面を支持台9で支持した後、
エッジ3端面31とPCより線端部51を同時に押圧す
る内部形状の窪み81を有するプランジャー8で強力に
押し入れ、固定化し(b)図の状態となす。 【0010】こうして得られた固定化物に,前記高強度
金属筒体5をPCより線端部を内有するようにし、かつ
そのウエッジ3の端面に接触させて仮着する。この際、
PCより線4端部と高強度金属筒体5との間にOリング
6を介在させ、両者間に均等な間隙を設けて行う。次い
で、他方の固定化物を円筒状カップラー1を螺入方向に
回転させて、前記各チャックボディ3の右のウエッジ端
面31と左のウエッジ端面31’との間に,高強度金属
筒体5がそれらウエッジの両端面31,31’に接触し
て圧縮状態で、かつ各PCより線端部の間には若干の隙
間sが確保されるごとくして介設する。 【0011】円筒状カップラー1は、その部材外周の中
央にスパナー等で螺結し易いように、4角又は6角形状
の掴持部11を具備しても良い。なお、円形の掴持部を
ローレット加工してパイプレンチで螺結してもよい。 【0012】 【発明の効果】本発明は上記の構成及び作用を有するの
で、接続作業が簡易である。また、作業遅れ、コスト上
昇等の不都合が除去される。
BACKGROUND OF THE INVENTION [0001] [Technical Field of the Invention The present invention relates to the construction method of the line connection structure PC strand in prestressed concrete construction method. 2. Description of the Related Art As a conventional PC steel stranded wire connector, a pair of left and right chuck bodies are screwed into a cylindrical coupler having screw portions threaded on inner walls at both ends, and the tapered fitting is performed. There is one in which a wedge divided in a part is fastened, and a stranded PC steel wire inserted from the left and right is fastened on the inner wall thereof. Then, a cylindrical susa is inserted into the inside of the cylindrical coupler, and conical springs are mounted on both sides of the intermediate partition plate so as to oppose each other, and each wedge is urged in a direction to be pushed into each tapered fitting portion. I have. Thus, the wedge receives the reaction force of the spring and is tightened by screwing the chuck body. Further, the cylindrical coupler and the intermediate partition plate are combined to form a circular hole opposed to the bottom wall in the axial direction with the bottom wall interposed therebetween, and a spring is attached to the hole so as to constitute the cylindrical coupler. There are also conventional PC steel stranded wire connectors. In the prestressed concrete method, however, tension is applied in the axial direction between the strands of PC steel, so that the divided wedges are aligned with the tapered fitting portion, and the strands of PC steel are straightened. And it must be securely gripped by the wedge. [0004] However, in the conventional PC steel stranded wire connector, when the PC steel stranded wire is inserted from the opening, the PC steel stranded wire on one side is usually two stranded wires.
It has a length of 0 m or more, it is difficult to insert while controlling the stranded wire straight, and it requires a large force, so the spring remains unevenly expanded and contracted by the bounce, and the wedge is not urged straight When the wedge tightens the PC steel stranded wire, the wedge sandwiches the PC steel stranded wire at the initial stage when the PC steel stranded wire is pulled, and enters into the taper part integrally with the wedge. The surface pressure due to the wedge action of the part must be sufficient to prevent slippage between the PC steel stranded wire and the inner wall of the wedge.
There is a problem that it cannot be confirmed until a tensile load of about 5% is applied. [0005] In order to discover the above-mentioned inconvenience state and to confirm the pinching action, it has conventionally been required to apply a pre-tension indicated by an arrow in the direction of the central axis to the PC stranded wire after the connection work. It requires equipment and the like, and it takes time and effort, resulting in a delay in work and an increase in work cost. [0006] Means for Solving the Problems The present invention aims to solve the above problems, the line connection structure PC strand following structure
It is a method of construction. (1) a cylindrical coupler having a threaded gripping portion at the center of the outer periphery and female screw portions screwed into inner walls on both left and right ends thereof;
A pair of left and right chuck bodies each having a male screw portion screwed with each of the female screw portions on the outer periphery of the front portion of the cylindrical body, and having a tapered fitting portion which is reduced in diameter toward the rear end inside the cylindrical body. When,
A split wedge that is fitted into the fitting portion of each of the chuck bodies and grips a PC steel stranded wire on an inner wall surface thereof;
A high-strength metal cylindrical body, which is interposed between the right wedge end surface and the left wedge end surface of each of the chuck bodies and is in contact with both end surfaces of the wedges, is connected to the PC using a PC wire connector. In the construction method of the PC steel stranded wire connection structure for completing the wire connection structure, first, a wire end portion and a wedge are inserted into the fitting portion of each of the chuck bodies with a high pressure from the PC to form a fixed object, then either the left or right immobilizates obtained in the first step, the high-strength metal tube body so as to have inner and line end than PC, and this
O-ring between the PC wire end and the high-strength metal cylinder
To provide an even gap between the two, and
A second step in which one end of the high-strength metal cylindrical body is brought into contact with the end face of the wedge of the compound and temporarily attached, and one of the immobilized substances obtained in the second step is obtained in the first step. The other fixed object is rotated in the screwing direction of the cylindrical coupler so that a high-strength metal cylinder is provided between the right wedge end face and the left wedge end face of each chuck body. A third step of contacting the surface with each other in a compressed state, and assuring that a slight gap is provided between the end portions of each of the PC strands. Construction method of wire connection structure. Next, an embodiment of the present invention will be described with reference to the drawings. Figure 1 is a front sectional view showing a linear connection structure from PC connected to PC steel stranded wire according to the present invention embodiment, FIG 2 is an embodiment of the present invention, the line connection structure than the PC 1 FIG. 3 is a diagram illustrating a manufacturing process (construction process diagram) , and FIG. 3 is a diagram illustrating a process in which a wire end portion and a wedge are inserted into a fitting portion of a chuck body with a strong pressure from a PC to form a fixed object. As shown in the longitudinal sectional view of FIG. 1, the PC steel stranded wire connection structure of the present invention is provided with a gripping portion 11 for screwing at the center of the outer periphery of the member, and female screw portions 12, 12 'on both right and left sides thereof. And
It has a cylindrical coupler 1 having a female screw portion 13 at the center thereof, and male screw portions 21 and 21 'to be screwed with the female screw portions 12 and 12' on the outer periphery of the front portion of the cylindrical body. A pair of left and right chuck bodies 2, 2 'each having a tapered fitting portion 22 having a diameter reduced toward the rear end, and fitted into fitting portions 22, 22' of the chuck bodies 2, 2 '. Each of the chuck bodies 2 has a right wedge end surface 31 and a left wedge end surface 31 ′. A high-strength metal cylinder 5 is interposed between the end faces 31, 31 'of the wedges 3, 3' at their ends. And the high-strength metal cylinder 5
Have line ends 51, 51 'between the left and right PCs facing each other, and are provided with a slight gap s between the line ends 51, 51' of the PCs. The chuck body 2 has a rear end on the outer periphery of the cylindrical body.
May be provided with a quadrangular or hexagonal gripping portion so as to be easily screwed with a spanner or the like. The circular portion may be knurled and screwed with a pipe wrench. Next, the construction process will be described. First, using the tool shown in FIG. 3, the fitting portion (22) of each chuck body is inserted.
Then, the end of the wire 4 and the wedge 3 from the PC are fitted with high pressure to form an immobilized product. In FIG. 3A, the lower end surface of the chuck body 2 at the end of the PC stranded wire 4 covered with the sheath 7 (the part where the sheath 7 is stripped is gripped by the wedge 3 in the chuck body 2) is shown in FIG. After being supported by the support 9, the plunger 8 having the internal shape depression 81 that simultaneously presses the end face 31 of the wedge 3 and the wire end 51 from the PC is firmly pushed in and fixed, as shown in FIG. [0010] Thus the fixed product obtained, the high-strength metallic cylindrical member 5 so as to have inner and line end than PC, and is temporarily attached in contact with the end face of the wedge 3. On this occasion,
The O-ring 6 is interposed between the line 4 end and high strength metallic cylindrical member 5 from PC, it intends row provided a uniform gap therebetween. Next, the other fixed object is rotated in the screwing direction of the cylindrical coupler 1, and the high-strength metal cylinder 5 is inserted between the right wedge end face 31 and the left wedge end face 31 ′ of each chuck body 3. The wedges are interposed in a compressed state in contact with both end surfaces 31 and 31 'of each wedge so that a slight gap s is secured between the end portions of the PCs. The cylindrical coupler 1 may have a quadrangular or hexagonal gripping portion 11 at the center of the outer periphery of the member so as to be easily screwed with a spanner or the like. In addition, you may knurl a circular holding part and screw it with a pipe wrench. [0012] According to the present invention because it has a configuration and operation of the above, the connection work is easy easy. Further, inconveniences such as work delay and cost increase are eliminated.

【図面の簡単な説明】 【図1】本発明実施例に係るPC鋼撚り線を接続したP
Cより線接続構造を示す正面断面図。 【図2】本発明実施例を示す図1のPCより線接続構造
の製作工程図。 【図3】チャックボディの嵌入部にPCより線端部とウ
エッジとを強圧力で嵌入させて固定化物となす工程の説
明図。 【符号の説明】 1:円筒状カップラー、,2,2’:一対のチャックボ
ディ、3,3’:ウェッジ、4,4’:PC鋼撚り線、
5:高強度金属筒体、6:Oリング、7:シース、8:
プランジャー9:支持台、11:螺結用掴持部、12,
12’:雌ねじ部、13:無雌ねじ部、21,21’:
雄ねじ部、22:テーパー状の嵌入部、23:内壁面、
31、31’:ウエッジ端面、51,51’:PCより
線端部、s:若干の隙間
P connecting a PC steel stranded wire according to the BRIEF DESCRIPTION OF THE DRAWINGS [Figure 1] Invention Example
FIG. 4 is a front cross-sectional view showing a C-strand connection structure. FIG. 2 is a manufacturing process diagram of the PC strand connecting structure of FIG. 1 showing an embodiment of the present invention . FIG. 3 is an explanatory view of a process of fitting a wire end portion and a wedge from a PC into a fitting portion of a chuck body with strong pressure to form a fixed object. [Description of Signs] 1: Cylindrical coupler, 2, 2, 2 ': pair of chuck bodies, 3, 3': wedge, 4, 4 ': PC steel stranded wire,
5: High-strength metal cylinder, 6: O-ring, 7: sheath, 8:
Plunger 9: support base, 11: gripper for screw connection, 12,
12 ': female screw part, 13: female screw part, 21, 21':
Male screw part, 22: tapered fitting part, 23: inner wall surface,
31, 31 ': wedge end face, 51, 51': PC strand end, s: slight gap

フロントページの続き (56)参考文献 特開 昭51−28312(JP,A) 特開 平7−18787(JP,A) 特開 平7−18788(JP,A) 特公 平6−54052(JP,B2) 特公 昭50−38904(JP,B1) 実公 昭57−55850(JP,Y1) (58)調査した分野(Int.Cl.7,DB名) E04C 5/08 Continuation of the front page (56) References JP-A-51-28312 (JP, A) JP-A-7-18787 (JP, A) JP-A-7-18788 (JP, A) JP 6-54052 (JP) , B2) Tokiko Sho 50-38904 (JP, B1) Jiko 57-55850 (JP, Y1) (58) Fields investigated (Int. Cl. 7 , DB name) E04C 5/08

Claims (1)

(57)【特許請求の範囲】 【請求項1】 外周の中央に螺結用掴持部を具備し、そ
の左右両端内壁に雌ねじ部を螺設してなる円筒状カップ
ラーと、筒体前部の外周に前記各雌ねじ部と螺合する雄
ねじ部を有し、かつ筒体内部に後端へ向けて縮径するテ
ーパー状の嵌入部を内有してなる左右一対のチャックボ
ディと、前記各チャックボディの嵌入部に嵌入され、そ
の内壁面でPC鋼撚り線をグリップする分割されたウェ
ッジと、前記各チャックボディの右のウエッジ端面と左
のウエッジ端面との間にそれらウエッジの両端面に接触
して介設される,高強度金属筒体とからなるPCより線
接続具を用いてPCより線接続構造を完成させるPC鋼
撚り線接続構造の施工方法において、 まず前記各チャックボディの嵌入部にPCより線端部と
ウエッジとを強圧力で嵌入させて固定化物となす第1工
程と、 次いで前記第1工程で得られた左右いずれかの固定化物
に,前記高強度金属筒体をPCより線端部を内有するよ
うにし、またこの際、PCより線端部と高強度金属筒体
との間にOリングを介在させ、両者間に均等な間隙を設
け、かつ前記固定化物のウエッジの端面に前記高強度金
属筒体の一端部を接触させて仮着する第2工程と、 前記第2工程で得られた一方の固定化物と前記第1工程
で得られた他方の固定化物とを前記円筒状カップラーを
螺入方向に回転させて、前記各チャックボディの右のウ
エッジ端面と左のウエッジ端面との間に,高強度金属筒
体がそれらウエッジの両端面に接触して圧縮状態で、か
つ各PCより線端部の間には若干の隙間が確保されるご
とくして介設されるごとくする第3工程とから成ること
を特徴とするPC鋼撚り線接続構造の施工方法。
(1) A cylindrical coupler having a threaded gripping portion at the center of the outer periphery and female screw portions threaded on inner walls on both left and right sides thereof, and a cylindrical front portion. A pair of left and right chuck bodies each having an external thread portion screwed with each of the female screw portions on the outer periphery thereof, and having a tapered fitting portion which is reduced in diameter toward the rear end inside the cylindrical body; A split wedge that is fitted into the fitting portion of the chuck body and grips the PC steel stranded wire on its inner wall surface, and between the right wedge end surface and the left wedge end surface of each of the chuck bodies, at both end surfaces of the wedges. In the construction method of a PC steel stranded wire connection structure for completing a PC stranded wire connection structure using a PC stranded wire connection tool composed of a high-strength metal cylinder and interposed in contact with each other, first, each of the chuck bodies is fitted. The end of the wire from the PC and the wedge A first step of fitting with strong pressure to form an immobilized material, and then, in the immobilized material obtained in the first step, the high-strength metal cylindrical body has a wire end portion from PC , At this time, the wire end of the PC and the high-strength metal cylinder
An O-ring is interposed between the
The high-strength gold on the end face of the wedge of the immobilized material.
A second step of temporarily attaching the one end of the genus cylindrical body by contacting the cylindrical coupler, and fixing one of the immobilized substance obtained in the second step and the other immobilized substance obtained in the first step to the cylindrical coupler. By rotating in the screwing direction, between the right wedge end surface and the left wedge end surface of each chuck body, a high-strength metal cylinder comes into contact with both end surfaces of the wedges in a compressed state. A third step of connecting the PC steel stranded wire connection structure, wherein a third step is provided so that a slight gap is secured between the wire ends.
JP2000114423A 2000-03-12 2000-03-12 Construction method of PC steel strand connection structure Expired - Fee Related JP3520833B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000114423A JP3520833B2 (en) 2000-03-12 2000-03-12 Construction method of PC steel strand connection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000114423A JP3520833B2 (en) 2000-03-12 2000-03-12 Construction method of PC steel strand connection structure

Related Child Applications (1)

Application Number Title Priority Date Filing Date
JP2003207226A Division JP4582284B2 (en) 2003-08-11 2003-08-11 PC steel strand connection structure and connector

Publications (2)

Publication Number Publication Date
JP2001254479A JP2001254479A (en) 2001-09-21
JP3520833B2 true JP3520833B2 (en) 2004-04-19

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Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100458951B1 (en) * 2001-11-16 2004-12-03 주식회사 토암산업 Precast Concrete Box Culvert Using Dual Directional Prestressed Tendon Anchoring Apparatus and Assembling Structure and Method in Precast Concrete Box Culvert
KR100732554B1 (en) * 2006-09-06 2007-06-28 (주) 이삼이엔지 Steel wire fixing device and connecting structure of culvert using the same and its connection method
KR101025388B1 (en) 2008-08-01 2011-03-28 장영미 Connection device and construction method of precast concrete box unit, and precast concrete box unit with double connection device

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