JP7424577B2 - Temperature measuring device for concrete lining - Google Patents
Temperature measuring device for concrete lining Download PDFInfo
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- JP7424577B2 JP7424577B2 JP2020001774A JP2020001774A JP7424577B2 JP 7424577 B2 JP7424577 B2 JP 7424577B2 JP 2020001774 A JP2020001774 A JP 2020001774A JP 2020001774 A JP2020001774 A JP 2020001774A JP 7424577 B2 JP7424577 B2 JP 7424577B2
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- 238000005266 casting Methods 0.000 claims description 6
- 238000009529 body temperature measurement Methods 0.000 description 8
- 125000006850 spacer group Chemical group 0.000 description 5
- 230000001681 protective effect Effects 0.000 description 3
- 239000011347 resin Substances 0.000 description 3
- 229920005989 resin Polymers 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- WABPQHHGFIMREM-UHFFFAOYSA-N lead(0) Chemical compound [Pb] WABPQHHGFIMREM-UHFFFAOYSA-N 0.000 description 2
- 230000001186 cumulative effect Effects 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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- Lining And Supports For Tunnels (AREA)
- Measuring Temperature Or Quantity Of Heat (AREA)
Description
本発明は覆工コンクリートの温度測定装置に関し、特にトンネルの覆工コンクリートの巻厚測定に使用する検測ピンとしても使用できる覆工コンクリートの温度測定装置に関するものである。 The present invention relates to a temperature measuring device for concrete lining, and more particularly to a temperature measuring device for concrete lining, which can also be used as a measuring pin for measuring the thickness of a concrete lining in a tunnel.
覆工コンクリートはトンネルセントルの枠体外周とトンネル内壁との間に形成された打設空間内に注入される。そして、打設された覆工コンクリートの巻厚を測定するのに検測ピンが使用される。一方、打設された覆工コンクリートの養生中の温度測定は、当該コンクリートの強度発現想定を適正に行うために非常に重要であり、温度測定を常時可能にするために例えば特許文献1に示す温度計測装置が提案されている。この温度計測装置は、枠体の周面に設けた取付穴に、連結具および枠体固定具で保護管の基端を固定して当該保護管を打設空間内に突出させ、保護管の先端部内に温度センサを樹脂で埋め込み固定したものである。 Lining concrete is injected into the pouring space formed between the outer periphery of the tunnel center frame and the tunnel inner wall. Then, a measuring pin is used to measure the thickness of the poured concrete lining. On the other hand, temperature measurement during the curing of cast lining concrete is very important in order to properly estimate the strength development of the concrete, and in order to make temperature measurement possible at all times, for example, as disclosed in Patent Document 1, Temperature measuring devices have been proposed. This temperature measuring device fixes the proximal end of the protective tube to a mounting hole provided on the circumferential surface of the frame using a connector and a frame fixing device so that the protective tube protrudes into the casting space. A temperature sensor is embedded and fixed in the tip with resin.
しかし上記従来の温度計測装置では、枠体に当該装置を取り付けるための専用の取付穴を設ける必要があるとともに、測温終了(コンクリート養生終了)後の連結具や枠体固定具の取り外しのためにその都度ねじ結合を解消する等の手間を要し、しかも保護管が、打設された覆工コンクリート内に埋設された状態で残置されるため、コンクリート内に異物が残るという問題がある。 However, with the conventional temperature measuring device mentioned above, it is necessary to provide a dedicated mounting hole in the frame for attaching the device, and it is also necessary to remove the connecting device and frame fixing device after temperature measurement is completed (concrete curing is completed). However, since the protective tube is left buried in the cast lining concrete, there is a problem in that foreign matter remains in the concrete.
そこで、本発明はこのような課題を解決するもので、枠体に新たな専用の取付穴を設ける必要が無く、しかも測温終了後も取り外しが容易でかつ覆工コンクリート内に異物が残置されることもない覆工コンクリートの温度測定装置を提供することを目的とする。 Therefore, the present invention solves these problems, and there is no need to provide a new dedicated mounting hole in the frame, and it is easy to remove even after temperature measurement is completed, and there is no possibility that foreign matter will remain in the lining concrete. The purpose of the present invention is to provide a device for measuring the temperature of concrete lining without causing any damage.
上記目的を達成するために、本第1発明では、枠体(12)とトンネル内壁との間に形成されたコンクリート打設空間(S)内に枠体(12)側から突出させられて、打設された覆工コンクリートの巻厚を測定するために使用されるピン体(22)と、前記ピン体(22)に設けられて、打設された覆工コンクリートの温度を測定する測温素子(3)とを備え、かつ前記ピン体(22)を先端閉鎖の筒体とし、当該筒体の側面に取付穴(225)を設けて、当該取付穴(225)内に、前記測温素子(3)を内設した栓部材(33)を圧入する。 In order to achieve the above object, in the first invention, the concrete is made to protrude from the frame (12) side into the concrete placement space (S) formed between the frame (12) and the tunnel inner wall. A pin body (22) used to measure the thickness of the placed lining concrete, and a temperature measuring device provided on the pin body (22) to measure the temperature of the placed lining concrete. element (3), and the pin body (22) is a cylinder with a closed end, a mounting hole (225) is provided on the side surface of the cylinder, and the temperature measuring device is inserted into the mounting hole (225). A plug member (33) with the element (3) installed therein is press-fitted.
本第1発明によれば、巻厚測定のために従来設けられている検測ピン用の取付穴を使用することができるから、型枠に新たな専用の取付穴を設ける必要が無い。そして測温終了後にはピン体をその中心軸周りに回転させてコンクリートから分離することによって容易に取り外すことができるから、コンクリート内に異物が残置されることもない。さらに、本第1発明では打設空間内に注入された覆工コンクリートの内部の温度管理を行うことができる。 According to the first aspect of the present invention, since the conventionally provided mounting holes for measuring pins can be used for measuring the winding thickness, there is no need to provide new dedicated mounting holes in the formwork. After the temperature measurement is completed, the pin body can be easily removed by rotating it around its central axis and separating it from the concrete, so no foreign matter will remain in the concrete. Furthermore, in the first invention, the temperature inside the lining concrete poured into the pouring space can be controlled.
上記カッコ内の符号は、後述する実施形態に記載の具体的手段との対応関係を参考的に示すものである。 The above reference numerals in parentheses indicate for reference the correspondence with specific means described in the embodiments to be described later.
以上のように、本発明の覆工コンクリートの温度測定装置によれば、枠体に新たな専用の取付穴を設ける必要が無く、しかも測温終了後も取り外しが容易でかつ覆工コンクリート内に異物が残置されることもない As described above, according to the concrete lining temperature measuring device of the present invention, there is no need to provide a new dedicated mounting hole in the frame, and it is easy to remove even after temperature measurement is completed, and it can be installed inside the concrete lining. No foreign matter left behind
なお、以下に説明する実施形態はあくまで一例であり、本発明の要旨を逸脱しない範囲で当業者が行う種々の設計的改良も本発明の範囲に含まれる。 Note that the embodiments described below are merely examples, and various design improvements made by those skilled in the art without departing from the gist of the present invention are also included within the scope of the present invention.
(第1実施形態)
図1には本発明の温度測定装置を設置したトンネルセントルの全体正面図を示す。トンネルセントル1はトンネル長手方向へ移動可能なガントリー11を備え、ガントリー11上にトンネルの断面形状に倣った略円弧状の枠体12が支持されている。そして枠体12の外周と図略のトンネル内周との間に覆工コンクリート打設空間(以下、単に打設空間という)Sが形成される。本実施形態では、枠体12の頂部に位置する天フォーム121の断面周方向の3カ所に、打設空間S内へ突出させて温度測定装置2が設けられている。なお、温度測定装置2は天フォーム121やこれの両側に連結された側フォーム122のトンネル長手方向の複数位置にも設置されることがある。
(First embodiment)
FIG. 1 shows an overall front view of a tunnel center in which the temperature measuring device of the present invention is installed. The tunnel center 1 includes a gantry 11 that is movable in the longitudinal direction of the tunnel, and a substantially arc-shaped frame 12 that follows the cross-sectional shape of the tunnel is supported on the gantry 11. A lining concrete placement space (hereinafter simply referred to as placement space) S is formed between the outer periphery of the frame 12 and the inner periphery of the tunnel (not shown). In this embodiment, temperature measuring devices 2 are provided at three locations in the cross-sectional circumferential direction of the top form 121 located at the top of the frame 12 so as to protrude into the pouring space S. Note that the temperature measuring device 2 may be installed at a plurality of positions in the longitudinal direction of the tunnel on the top form 121 and the side forms 122 connected to both sides thereof.
図2には温度測定装置2の半断面側面図を示す。図2において、枠体12には開口123が設けられて、当該開口123に連通するガイド筒21が枠体12内方へ突設されている。そして枠体12の内方からガイド筒21内へピン体22が挿入されて、枠体12の外周から打設空間S内へ突出している。ピン体22は検測ピンとして従来知られているものと同一の構造のもので、枠体12から突出する先端側の半部が先端に向かってテーパ状に小径となった、先端閉鎖の円筒体である。 FIG. 2 shows a half-sectional side view of the temperature measuring device 2. As shown in FIG. In FIG. 2, the frame 12 is provided with an opening 123, and a guide cylinder 21 communicating with the opening 123 projects inward of the frame 12. As shown in FIG. The pin body 22 is inserted into the guide tube 21 from inside the frame 12 and protrudes into the driving space S from the outer periphery of the frame 12. The pin body 22 has the same structure as that conventionally known as a test pin, and is a cylindrical cylinder with a closed end, in which the tip half protruding from the frame body 12 tapers toward the tip and has a smaller diameter. It is the body.
ピン体22をガイド筒21内へ挿入して枠体12から所定高さにピン体22を突出させた状態で、ガイド筒21の下端部に設けた位置決め穴212とピン体22の対向する周壁に設けた貫通穴221に止めピン24を貫通させることによって、ピン体22を所定高さでガイド筒21に固定することができる。また、止めピン24を使用せず、ガイド筒21の対向位置に設けた操作リング付きの止めねじ23を図示のようにピン体22の外周へ前進圧接させることによってピン体22を任意の突出位置で固定することも可能である。 With the pin body 22 inserted into the guide tube 21 and protruding from the frame 12 to a predetermined height, the positioning hole 212 provided at the lower end of the guide tube 21 and the opposing circumferential wall of the pin body 22 The pin body 22 can be fixed to the guide tube 21 at a predetermined height by passing the fixing pin 24 through the through hole 221 provided in the guide tube 21 . Alternatively, instead of using the locking pin 24, the pin body 22 can be moved to any desired protruding position by pressing the locking screw 23 with the operating ring provided at the opposite position of the guide tube 21 forward to the outer periphery of the pin body 22 as shown in the figure. It is also possible to fix it with
ピン体22先端の円筒開口を閉鎖する端板222部分の詳細を図3に示す。図3において、ピン体22の先端開口には薄肉の円形端板222が溶接固定されてこれを閉鎖しており、これに重ねて厚肉の円形スペーサ板25が位置し、当該スペーサ板25の貫通穴251に一致させた端板222のねじ孔223に皿ねじ252を捩じ込んで、上記スペーサ板25にさらに薄肉の保持板26が取り付けられている。保持板26の断面図と平面図をそれぞれ図4(1),(2)に示す。保持板26には左右位置に上記皿ねじ252を挿入する開口261が形成され、これら開口261の間の保持板26裏面中心に、測温素子としての熱電対3の先端測温部31が溶着固定されている。なお、スペーサ板25はピン体22の熱に影響されない熱伝導率が低い樹脂材で製作するのが望ましい。またスペーサ板25を省略して、保持板26を円形端板222に直接固定しても良い。 FIG. 3 shows details of the end plate 222 portion that closes the cylindrical opening at the tip of the pin body 22. In FIG. 3, a thin circular end plate 222 is welded and fixed to the tip opening of the pin body 22 to close it, and a thick circular spacer plate 25 is placed over this. A thin retaining plate 26 is further attached to the spacer plate 25 by screwing a countersunk screw 252 into a screw hole 223 of an end plate 222 aligned with the through hole 251. A cross-sectional view and a plan view of the holding plate 26 are shown in FIGS. 4(1) and 4(2), respectively. Openings 261 into which the countersunk screws 252 are inserted are formed in the holding plate 26 at left and right positions, and the temperature measuring part 31 at the tip of the thermocouple 3 as a temperature measuring element is welded to the center of the back surface of the holding plate 26 between these openings 261. Fixed. Note that the spacer plate 25 is desirably made of a resin material that is not affected by the heat of the pin body 22 and has low thermal conductivity. Further, the spacer plate 25 may be omitted and the holding plate 26 may be directly fixed to the circular end plate 222.
図3において、スペーサ板25および端板222にはこれらの中心部に、互いに連通する貫通穴253が形成されており、保持板26から延びる熱電対3のリード線32を、貫通穴253を経てピン体22の筒内下方へ挿通し、コネクタ41(図5)を経て積算温度管理制御盤(以下、単に制御盤という)4へ入力接続してある。 In FIG. 3, a through hole 253 is formed in the center of the spacer plate 25 and the end plate 222 to communicate with each other, and the lead wire 32 of the thermocouple 3 extending from the holding plate 26 is passed through the through hole 253. It is inserted into the lower part of the cylinder of the pin body 22 and connected to an integrated temperature management control panel (hereinafter simply referred to as a control panel) 4 via a connector 41 (FIG. 5).
このような構造の温度測定装置において、打設空間S内へ覆工コンクリートを注入すると、打設空間S内はコンクリートで満たされ、ピン体22の先端に設けた熱電対3によって、打設された覆工コンクリートの温度が経時的に検出されて、制御盤4でコンクリート養生工程における積算温度が管理される。覆工コンクリートの養生が完了すると、止めねじ23を緩めるとともに止めピン24を抜き出し、さらにピン体21の基端の筒壁対向部に設けられた操作穴224(図2)内に操作棒を水平に挿入してこれを旋回操作して、ピン体22をその中心軸周りに回転させることによって、ピン体22をその周囲のコンクリートから分離しガイド筒21内から枠体12内下方へ抜き出す。この状態で、ピン体22を抜き出した後に生じたコンクリートの凹所内へ、ガイド筒21を経てスケールを挿入することにより、コンクリートの巻厚を測定することができる。 In a temperature measurement device having such a structure, when lining concrete is poured into the pouring space S, the pouring space S is filled with concrete, and the thermocouple 3 provided at the tip of the pin body 22 measures the amount of concrete being poured. The temperature of the concrete lining is detected over time, and the control panel 4 manages the cumulative temperature during the concrete curing process. When the curing of the lining concrete is completed, loosen the set screw 23 and pull out the set pin 24, and then horizontally insert the operating rod into the operating hole 224 (Fig. 2) provided at the base end of the pin body 21 in the part facing the cylinder wall. By inserting it into the guide tube 21 and rotating it to rotate the pin body 22 around its central axis, the pin body 22 is separated from the surrounding concrete and extracted from the guide cylinder 21 and downward into the frame body 12. In this state, the thickness of the concrete can be measured by inserting a scale through the guide tube 21 into the recess formed in the concrete after the pin body 22 is extracted.
本実施形態の温度測定装置によれば、取付用開口123やガイド筒21として、コンクリート巻厚測定のために従来設けている検測ピン用のものを利用できるから、型枠12に温度測定装置用の新たな専用の取付用開口を設ける必要が無い。また測温終了後は速やかに取り外しが可能で、コンクリート内に異物が残置されることもない。そして、熱電対3は切断されないから、抜き出したピン体22およびこれに設けた熱電対3を再度使用することができる。また、熱電対3を新しいものに取り換える場合には、使用済みの熱電対3が取り付けられている保持板26を、新たな熱電対3を取り付けて予め準備しておいた新たな保持板26に取り換えることで容易に行うことができる。 According to the temperature measuring device of this embodiment, since the mounting opening 123 and the guide tube 21 can be used for measuring pins conventionally provided for measuring the concrete roll thickness, the temperature measuring device can be attached to the formwork 12. There is no need to provide a new dedicated mounting opening. Furthermore, it can be removed immediately after temperature measurement is completed, and no foreign matter will be left behind in the concrete. Since the thermocouple 3 is not cut, the extracted pin body 22 and the thermocouple 3 provided thereon can be used again. In addition, when replacing the thermocouple 3 with a new one, the holding plate 26 on which the used thermocouple 3 is attached is replaced with a new holding plate 26 prepared in advance with the new thermocouple 3 attached. This can be easily done by replacing it.
(第2実施形態)
上記第1実施形態では熱電対3をピン体22の先端に設けたが、これに代えて図6に示すように、ピン体22の側面に設けても良い。本実施形態では枠体12から打設空間S内へ突出するピン体22の長手方向中間位置の側面に取付穴225を設け、ここに筒状のゴム又は樹脂の栓部材33を圧入している。熱電対3の先端測温部31は金属円柱34に溶着固定されて栓部材33内に予め圧入固定されている。
このような構造によれば、打設空間S内に注入された覆工コンクリートの巻厚の中間位置でその温度管理を行うことができる。
(Second embodiment)
In the first embodiment, the thermocouple 3 is provided at the tip of the pin body 22, but instead, it may be provided on the side surface of the pin body 22, as shown in FIG. In this embodiment, a mounting hole 225 is provided on the side surface of the pin body 22 at an intermediate position in the longitudinal direction that protrudes from the frame body 12 into the casting space S, and a cylindrical rubber or resin plug member 33 is press-fitted therein. . The temperature measuring portion 31 at the tip of the thermocouple 3 is welded and fixed to the metal cylinder 34 and press-fitted into the plug member 33 in advance.
According to such a structure, the temperature of the lining concrete poured into the pouring space S can be controlled at an intermediate position in the thickness of the lining concrete.
(第3実施形態)
図7に示す温度測定装置2のピン体5は、ガイド筒21に案内されて枠体12外の打設空間S内へ突出する外筒51と、外筒51内に設けられてこれに案内されて打設空間S内へ突出する内筒52より構成されている。そして、外筒51が止めねじ53によってガイド筒21に位置決め固定されるとともに、内筒52が止めねじ54によって外筒51に位置決め固定されている。内筒51の先端には、上記第1実施形態で説明したのと同様の構造で、熱電対3の先端測温部31を溶着固定した保持板26が取り付けられ、熱電対3のリード線32は内筒52内を下方へ延びて、第1実施形態と同様にコネクタ41を介して制御盤4へ入力接続されている。
(Third embodiment)
The pin body 5 of the temperature measuring device 2 shown in FIG. It is composed of an inner cylinder 52 which is inserted into the casting space S and protrudes into the casting space S. The outer cylinder 51 is positioned and fixed to the guide cylinder 21 by a set screw 53, and the inner cylinder 52 is positioned and fixed to the outer cylinder 51 by a set screw 54. At the tip of the inner cylinder 51, a holding plate 26 is attached to which the tip temperature measuring part 31 of the thermocouple 3 is welded and fixed, with a structure similar to that described in the first embodiment. extends downward within the inner cylinder 52 and is connected to the control panel 4 via the connector 41 as in the first embodiment.
このような構造によれば、外筒51の先端と内筒52の先端を一致させてこの位置と、さらに外筒51から内筒52を突出させた位置とで、打設空間S内に注入された覆工コンクリートの温度を測定することができる。覆工コンクリートの養生が完了すると、止めねじ54を緩め、内筒52下端部の操作穴521内に挿入した操作棒を旋回操作して、内筒52を外筒51内から枠体12内下方へ抜き出す。 According to such a structure, the tip of the outer tube 51 and the tip of the inner tube 52 are aligned and the injection is carried out into the casting space S at this position and also at a position where the inner tube 52 protrudes from the outer tube 51. The temperature of the concrete lining can be measured. When curing of the lining concrete is completed, loosen the setscrew 54, rotate the operating rod inserted into the operating hole 521 at the lower end of the inner cylinder 52, and move the inner cylinder 52 from inside the outer cylinder 51 to the inside of the frame 12 downward. Pull it out.
その後、止めねじ53を緩め、外筒51下端部の操作穴511内に挿入した操作棒を旋回操作して、外筒51をガイド筒21内から枠体12内下方へ抜き出す。そして、ピン体5を抜き出した後に生じたコンクリートの凹所内へガイド筒21を経てスケールを挿入して、コンクリートの巻厚を測定することができる。本実施形態によっても第1実施形態と同様の効果が得られる。 Thereafter, the set screw 53 is loosened, and the operating rod inserted into the operating hole 511 at the lower end of the outer cylinder 51 is rotated to extract the outer cylinder 51 from the guide cylinder 21 and downward into the frame 12. Then, by inserting the scale into the recess in the concrete created after the pin body 5 is extracted through the guide tube 21, the thickness of the concrete can be measured. This embodiment also provides the same effects as the first embodiment.
なお、熱電対の取付構造や取付位置は上記各実施形態に示したものには限られない。 Note that the mounting structure and mounting position of the thermocouple are not limited to those shown in the above embodiments.
1…トンネルセントル、12…枠体、2…温度測定装置、22…ピン体、26…保持板、3…熱電対(測温素子)、31…先端測温部、32…リード線、5…ピン体、51…外筒、52…内筒、S…コンクリート打設空間。 DESCRIPTION OF SYMBOLS 1... Tunnel center, 12... Frame body, 2... Temperature measuring device, 22... Pin body, 26... Holding plate, 3... Thermocouple (temperature measuring element), 31... Tip temperature measuring part, 32... Lead wire, 5... Pin body, 51...outer cylinder, 52...inner cylinder, S...concrete placement space.
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JP2020001774A JP7424577B2 (en) | 2020-01-09 | 2020-01-09 | Temperature measuring device for concrete lining |
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JP2020001774A JP7424577B2 (en) | 2020-01-09 | 2020-01-09 | Temperature measuring device for concrete lining |
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JP2003139623A (en) | 2001-11-07 | 2003-05-14 | Koji Ono | Temperature measuring instrument |
JP2012007351A (en) | 2010-06-24 | 2012-01-12 | Jdc Corp | Concrete filling detector and concrete filling device |
JP2019007141A (en) | 2017-06-20 | 2019-01-17 | 清水建設株式会社 | Concrete filling detection system and filling detection method |
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JP2003139623A (en) | 2001-11-07 | 2003-05-14 | Koji Ono | Temperature measuring instrument |
JP2012007351A (en) | 2010-06-24 | 2012-01-12 | Jdc Corp | Concrete filling detector and concrete filling device |
JP2019007141A (en) | 2017-06-20 | 2019-01-17 | 清水建設株式会社 | Concrete filling detection system and filling detection method |
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