JPH0320399Y2 - - Google Patents

Info

Publication number
JPH0320399Y2
JPH0320399Y2 JP931784U JP931784U JPH0320399Y2 JP H0320399 Y2 JPH0320399 Y2 JP H0320399Y2 JP 931784 U JP931784 U JP 931784U JP 931784 U JP931784 U JP 931784U JP H0320399 Y2 JPH0320399 Y2 JP H0320399Y2
Authority
JP
Japan
Prior art keywords
board
boards
joining
top plate
connecting member
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Expired
Application number
JP931784U
Other languages
Japanese (ja)
Other versions
JPS60126599U (en
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed filed Critical
Priority to JP931784U priority Critical patent/JPS60126599U/en
Publication of JPS60126599U publication Critical patent/JPS60126599U/en
Application granted granted Critical
Publication of JPH0320399Y2 publication Critical patent/JPH0320399Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 この考案は、トンネル覆工用PC板の接合装置
に関するものである。
[Detailed description of the invention] This invention relates to a joining device for PC boards for tunnel lining.

出願人らは近年山岳トンネルなどの覆工工法と
して地山の荷重を支保工に支持した後、この支保
工間にPC覆工板を建込み、これを型枠代りとし
て地山とPC覆工板との空隙に裏込めコンクリー
トなどの固結剤を充填して一体化し、地山の荷重
を固結剤とPC覆工板との合成によつて受持たせ
ることにより型枠及び化粧用モルタル被覆等を不
要とした簡易なトンネル覆工工法を開発しつつあ
る。
In recent years, the applicant has adopted a lining construction method for mountain tunnels, etc., in which the load of the ground is supported by shoring, and then a PC lining board is erected between the supports, and this is used as a formwork to connect the ground and PC lining. Formwork and decorative mortar are created by filling the gap between the board and the board with a hardening agent such as backfill concrete, and by taking the load of the ground by combining the hardening agent and the PC lining board. We are currently developing a simple tunnel lining method that does not require any coverings.

ところで、一般にPC板によりトンネル構築す
る場合においてはPC板を地山の左右の側壁から
順次組立てて円形又は馬蹄形などのアーチ状に構
築するが、トンネル天端部等において最後に嵌込
むPC板の嵌込み及び各PC板相互の結合が容易で
ないと共に、PC板の寸法誤差や施工誤差がその
最終結合部に集中し、所定の組立精度を得ること
が困難となる場合が少なくない。
By the way, generally when constructing a tunnel using PC boards, the PC boards are assembled sequentially from the left and right side walls of the ground to form an arch shape such as a circular or horseshoe shape. It is not easy to fit the PC boards together and connect them to each other, and dimensional errors and construction errors of the PC boards are concentrated at the final joint, making it difficult to obtain a predetermined assembly accuracy in many cases.

この考案は上記トンネル覆工工法によるトンネ
ル構築における課題を解決するために、PC板の
組立てが容易で、各PC板の最終結合部において
誤差を修正しながら強固に一体化することができ
る接合構造を提案するものである。
In order to solve the problems in tunnel construction using the above-mentioned tunnel lining method, this idea was developed to have a joint structure that makes it easy to assemble the PC boards and allows for strong integration while correcting errors at the final joint of each PC board. This is what we propose.

以下この考案を図面に示す実施例について説明
すると、PC板1は地山周面に倣つた円弧状の方
形板で、トンネル覆工外周面を構成する外面の周
縁部上には上向きの突条部2,3が形成され、円
弧方向の両側端縁部上に側部接合端面に沿つて形
成された突条部2の内側面は上端から下端にかけ
て下り勾配の斜面が形成されている。
An example of this invention shown in the drawings will be described below. The PC board 1 is an arc-shaped rectangular board that follows the circumferential surface of the ground, and has upward protrusions on the peripheral edge of the outer surface that constitutes the outer circumferential surface of the tunnel lining. The inner surface of the protrusion 2, which is formed along the side joint end surfaces on both end edges in the arcuate direction, has a downwardly sloped slope from the upper end to the lower end.

また、突条部2の外側面を含むPC板1の側部
接合端面には所定位置に板厚方向に円弧型等の凹
溝4が形成されており、かつ側部接合端面と底面
の隅角部には凹溝4を形成した位置に半円又は方
形等の切欠き状の凹部5が設けられている。
In addition, a concave groove 4 such as an arc shape is formed in the board thickness direction at a predetermined position on the side joint end surface of the PC board 1 including the outer surface of the protrusion 2, and corners of the side joint end surface and the bottom surface are formed. A semicircular or rectangular notch-shaped recess 5 is provided at the corner where the groove 4 is formed.

PC板1は地山周壁に沿つて順次複数連設しな
がらアーチ状等に組立ててゆき、トンネル天端等
において最後に組込む左右二枚のPC板1,1の
互いに隣接する側部接合端面における突条部2,
2間に跨つて結合部材6を配置する。
A plurality of PC boards 1 are sequentially installed along the surrounding wall of the ground and assembled in an arch shape, etc., and the two left and right PC boards 1, 1 are finally assembled at the top of the tunnel, etc. at the side joint end faces adjacent to each other. Projection part 2,
The coupling member 6 is placed across the space between the two.

結合部材6は、長方形の天板6aと、その両側
端から外方に向かつて下り勾配の斜面(突条部2
の内側面と同一傾斜)をなして垂下する相互に八
の字状をなす側板6b,6bとから断面溝型に形
成され、左右のPC板1の相隣接する突条部2,
2に一体に跨がるように被嵌する。
The coupling member 6 includes a rectangular top plate 6a and a downwardly sloped slope (projection 2) extending outward from both ends of the top plate 6a.
The side plates 6b, 6b are formed into a groove shape in cross section, and are formed by the side plates 6b, 6b, which have a figure-eight shape and hang down with the same inclination as the inner surface of the PC board 1.
2 so as to integrally straddle it.

そしてこの結合部材6の天板6aには、ボルト
7がその上端を連結固定して垂下されており、こ
のボルト7を左右のPC板1,1の間において相
対向する凹溝4,4間の空隙に挿通し、下端を相
対向する凹部5,5間の凹状空間内に突出させ
る。
A bolt 7 is suspended from the top plate 6a of the coupling member 6 with its upper end connected and fixed. is inserted into the gap, and the lower end thereof is made to protrude into the concave space between the opposing concave portions 5, 5.

この状態においてボルト7の他端にワツシヤー
8を介してナツト9をねじ込み、結合部材6を緊
締することにより、突条部2,2相互を相対方向
に引寄せるように締付け、PC板1,1相互を一
体に結合する。
In this state, a nut 9 is screwed into the other end of the bolt 7 via a washer 8, and the connecting member 6 is tightened to pull the protrusions 2, 2 toward each other, thereby tightening the PC boards 1, 1. join each other together.

従つてナツト9の締付け調整により引寄せ量を
調整してPC板1,1の相対間隔を調節し、組立
て誤差を修正することができる。
Therefore, by adjusting the tightening of the nut 9, it is possible to adjust the pulling amount, adjust the relative spacing between the PC boards 1, 1, and correct assembly errors.

一方、PC板1,1相互の間隔を広げる調整が
必要な場合においては、結合部材6と同様に両側
面が斜面をなす上向き先細状の楔体10をボルト
7に沿つてスライド自在にワツシヤー8上に配置
し、この楔体10を相対する凹溝4,4間の空隙
に下方から挿嵌し、ナツト9を回転して締付ける
ことにより楔体10を押込み、その楔効果によつ
てPC板1,1間を広げることができ、またこれ
によつて各PC板1全体に軸力を導入することが
できる。
On the other hand, when it is necessary to adjust the distance between the PC boards 1 and 1 to increase the distance between them, the washer 8 This wedge body 10 is inserted from below into the gap between the facing grooves 4, 4, and the wedge body 10 is pushed in by rotating and tightening the nut 9, and the wedge effect causes the PC board to 1, 1 can be widened, and thereby an axial force can be introduced to the entire PC board 1.

この場合、楔体10により専らPC板1,1相
互の間隔を広げる調整のみに使用するときには、
結合部材6の左右の側板6b相互の間隔が広いも
の、あるいは天板6aのみの単なる平板を使用
し、時にPC板1相互が相反方向に自由に移動で
きるようにする。
In this case, when the wedge body 10 is used exclusively for adjusting the distance between the PC boards 1, 1,
A member with a wide interval between the left and right side plates 6b of the connecting member 6, or a simple flat plate with only the top plate 6a is used, so that the PC boards 1 can sometimes move freely in opposite directions.

また、楔体10は結合部材6の天板6a底面に
設けてボルト7の締付けにより、凹溝4,4間の
空隙に上方から押込んでもよい。
Alternatively, the wedge body 10 may be provided on the bottom surface of the top plate 6a of the coupling member 6 and pushed into the gap between the grooves 4 from above by tightening the bolt 7.

なお、上記結合部材6及び楔体10は、結合部
材6を傘としてPC板1,1間の間隙における止
水効果を期待する上では最後に組込む天端部の
PC板1,1の結合に使用することが望ましいが、
天端部のみならず順次周方向に連接する各PC板
1,1相互の結合に使用することも可能である。
また、この結合部材6を前後方向に連接したPC
板1,1の連結にも利用することができる。
Note that the above-mentioned connecting member 6 and wedge body 10 should be used at the top end to be installed last in order to expect a water-stopping effect in the gap between the PC boards 1 and 1 using the connecting member 6 as an umbrella.
It is desirable to use it for joining PC boards 1 and 1, but
It can also be used to connect not only the top end but also the PC boards 1, 1 which are successively connected in the circumferential direction.
In addition, a PC connected to this coupling member 6 in the front and back direction is also used.
It can also be used to connect the plates 1 and 1.

このようにPC板1を組立てた後、ボルト7が
突出している凹部5内にモルタル11を充填して
ボルト7を埋め込むと共に、PC板1,1間の目
地部に目地モルタルを充填することにより、トン
ネル内面にボルト等の金具類が何ら露出すること
なく体裁よく仕上げることができ、またボルト7
の下端に吊金物等を連結することもできる。
After assembling the PC board 1 in this way, the recess 5 from which the bolt 7 protrudes is filled with mortar 11 to embed the bolt 7, and the joint between the PC boards 1 and 1 is filled with joint mortar. , it is possible to finish the tunnel with a good appearance without exposing any metal fittings such as bolts on the inner surface of the tunnel, and the bolt 7
Hanging hardware etc. can also be connected to the lower end of the holder.

[考案の効果] 以上の通りこの考案によれば、ボルトをワツシ
ヤーを介してナツトで締付けて結合部材を緊締す
ることにより、左右のPC板の突条部相互を相対
方向に引寄せるように締付け、トンネル覆工の最
後に組込むPC板相互を強固に結合し、このナツ
トの締付け調整により引寄せ量を調整してPC板
の相対間隔を調整し、組立て誤差を修正すること
ができると共に、凹部にモルタル等を充填してボ
ルトを埋め込むと共に、PC板間の目地部に目地
モルタルを充填することにより、トンネル内面に
ボルト等の金具類が何ら露出することなく体裁よ
く仕上げることができ、またボルトの下端に吊金
物等を連結することもできる。
[Effects of the invention] As described above, according to this invention, by tightening the bolt with the nut through the washer to tighten the connecting member, the protrusions of the left and right PC boards can be tightened so as to draw them toward each other in the relative direction. , the PC boards to be assembled at the end of the tunnel lining are firmly connected to each other, and by adjusting the tightening of this nut, the amount of pull can be adjusted, the relative spacing of the PC boards can be adjusted, and assembly errors can be corrected. By filling the holes with mortar etc. and embedding the bolts, and filling the joints between the PC boards with joint mortar, it is possible to finish the tunnel with a good appearance without any bolts or other metal fittings being exposed on the inner surface of the tunnel. Hanging hardware etc. can also be connected to the lower end of the holder.

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

第1図はこの考案の接合構造を示す縦断面図、
第2図は他の態様による接合構造を示す縦断面
図、第3図は他の態様による接合構造を示す部分
平面図である。 1……PC板、2……突条部、4……凹溝、5
……凹部、6……結合部材、6a……天板、6b
……側板、7……ボルト、8……ワツシヤー、9
……ナツト。
Figure 1 is a longitudinal cross-sectional view showing the joint structure of this invention.
FIG. 2 is a longitudinal sectional view showing a joining structure according to another embodiment, and FIG. 3 is a partial plan view showing a joining structure according to another embodiment. 1...PC board, 2...Protrusion, 4...Concave groove, 5
... recess, 6 ... coupling member, 6a ... top plate, 6b
...Side plate, 7...Bolt, 8...Washer, 9
...Natsuto.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 側部接合端面を相対して配した左右の円弧状の
PC板には、それぞれその外面の側縁部上に内側
面が上端から下端にかけて下り勾配をなす上向き
の突条部が前記側部接合端面に沿つて設けられ、
相対する前記側部接合端面の所要位置に板厚方向
に凹溝が相対向して設けられ、この凹溝を形成し
た位置における側部接合端面とPC板底面の隅角
部には切欠き状の凹部が設けられ、相隣接する前
記両突条部間に跨つて、天板両側から垂下した側
板が相互に八の字状をなす断面溝型の結合部材が
被嵌され、前記結合部材の天板に上端を連結した
ボルトが前記凹溝間の間隙に通して垂下され、前
記相対する凹部間に突出する前記ボルトの下端に
ワツシヤーを介してねじ込んだナツトにより前記
結合部材が緊締され、その結合部材の側板間に前
記隣接する突条部が締付けられてなることを特徴
とするトンネル覆工用PC板の接合構造。
Left and right arc-shaped with side joint end faces facing each other.
The PC board is provided with an upward protrusion on the side edge of the outer surface thereof, the inner surface of which slopes downward from the upper end to the lower end along the side joining end surface,
Concave grooves are provided facing each other in the board thickness direction at predetermined positions on the opposing side joint end faces, and notch-shaped grooves are provided at the corners of the side joint end faces and the bottom surface of the PC board at the positions where the concave grooves are formed. A recess is provided, and a connecting member having a groove-shaped cross section in which the side plates hanging down from both sides of the top plate mutually form a figure-eight shape is fitted over the two adjacent protrusions. A bolt whose upper end is connected to the top plate is suspended through the gap between the recessed grooves, and the connecting member is tightened by a nut screwed into the lower end of the bolt protruding between the opposing recesses through a washer. A joining structure of PC boards for tunnel lining, characterized in that the adjacent protrusions are tightened between side plates of a joining member.
JP931784U 1984-01-26 1984-01-26 Joint structure of PC board for tunnel lining Granted JPS60126599U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP931784U JPS60126599U (en) 1984-01-26 1984-01-26 Joint structure of PC board for tunnel lining

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP931784U JPS60126599U (en) 1984-01-26 1984-01-26 Joint structure of PC board for tunnel lining

Publications (2)

Publication Number Publication Date
JPS60126599U JPS60126599U (en) 1985-08-26
JPH0320399Y2 true JPH0320399Y2 (en) 1991-05-01

Family

ID=30489420

Family Applications (1)

Application Number Title Priority Date Filing Date
JP931784U Granted JPS60126599U (en) 1984-01-26 1984-01-26 Joint structure of PC board for tunnel lining

Country Status (1)

Country Link
JP (1) JPS60126599U (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020169546A (en) * 2018-12-18 2020-10-15 Next Innovation合同会社 Joining method of joint and member

Also Published As

Publication number Publication date
JPS60126599U (en) 1985-08-26

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