JP4382231B2 - Filling material injection method for joint material for still water - Google Patents

Filling material injection method for joint material for still water Download PDF

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Publication number
JP4382231B2
JP4382231B2 JP2000026167A JP2000026167A JP4382231B2 JP 4382231 B2 JP4382231 B2 JP 4382231B2 JP 2000026167 A JP2000026167 A JP 2000026167A JP 2000026167 A JP2000026167 A JP 2000026167A JP 4382231 B2 JP4382231 B2 JP 4382231B2
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Japan
Prior art keywords
filler
joint
injection
joint material
filling material
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JP2000026167A
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JP2001214420A (en
Inventor
明宏 梶谷
充 野々田
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Nippon Road Co Ltd
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Nippon Road Co Ltd
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Description

【0001】
【発明の属する技術分野】
この発明は、ケーソンとケーソンの間をシールするのに適する止水用目地材の充填材注入方法に関する。
【0002】
【従来の技術】
従来、コンクリート躯体から成るケーソンを利用して、例えば、堤防造成等を行なう時に、ケーソンとケーソンの間の目地部は、止水用目地材によってシールされる。止水用目地材は、例えば、ゴム等の柔軟性のある材料で作られた中空筒状の目地材本体内に、例えば、加熱アスファルトマスチック等の充填材を注入して作られる。
【0003】
【発明が解決しようとする課題】
ケーソンとケーソンの間をシールする止水用目地材は、ケーソン自体が大きい所から長いもので、例えば、15mにも達する。そのシール作業は、例えば、図8に示すように上下に長いケーソン101とケーソン101の目地部103に沿って目地材本体105をセットし、その目地材本体105の上方開放口から充填材107を注入する手段がとられている。
【0004】
この注入作業時、ケーソン101とケーソン101の間にセットされた水面P下の目地材本体105は、水圧によって押し潰された状態となるため、上から注入される充填材107の比重で徐々に水圧に抗して押し拡げられることで、上から下へ向かって充填材107の注入が行なわれるため、迅速な注入は望めず時間がかる。特に、自然落下させるために、充填材107の比重は1.9以上となるような配合が必要となり、配合に制約を受ける不具合を招いている。
【0005】
また、目地材本体105は上下に長いところから、上方開放口から充填材107を注入する時に、上方を塞ぐかたちとなるため、内部の空気は、上方から逃げられずに閉じ込められる結果、注入時の阻止要因として働き、水圧と相俟って充填材107は容易に下降せず、注入時間をさらに遅らせ、作業能率の低下を招いているのが現状となっている。
【0006】
そこで、この発明にあっては、上下に長い止水用目地材に対して迅速に充填材の注入が行なえるようにした止水用目地材の充填材注入方法を提供することを目的としている。
【0007】
【課題を解決するための手段】
前記目的を達成するために、この発明によれば、柔軟性のある材料で形成され底を有する中空筒の目地材本体の上方開放口を、上下に長く下端部が前記目地材本体の底近くまで延長された空気抜きパイプと充填材注入パイプとを備えた蓋により密閉し、前記充填材注入パイプを用いて上方から目地材本体内へ圧力をかけて充填材を注入し、注入時の充填材によって上から押圧される逃げ場のない下部の内部空気を空気抜きパイプを介して外へ排気しながら充填材の注入を行なうことを特徴とする。
【0008】
これにより、充填材注入パイプによって目地材本体内へ充填材を注入する。この時、充填材は圧力によって強制的に注入されると共に、注入時に充填材によって上から押圧される逃げ場のない下部の内部空気を、空気抜きパイプを介して外へ排気するため、障害がなくなり円滑・迅速に注入作業が行なえる。しかも、充填材の比重が1.1以上あれば注入が可能となり、充填材の配合自由度の向上が図れる。一方、注入完了後、膨らんだ止水用目地材は、目地部と圧着し合うと共に、波等の影響でケーソンが動いても、その動きに追従して弾性変形し、良好なシール性を確保する。
【0009】
また、この発明の請求項2によれば、空気抜きパイプ及び充填材注入パイプ並びに蓋は、充填材注入完了後に、目地材本体から取外す。
【0010】
これにより、止水用目地材として何等支障なく使用できると共に、各パイプと共に取外した蓋を、新たな目地材本体に装着することで、無駄なく繰返し注入作業に使用できる。
【0013】
【発明の実施の形態】
以下、図1乃至図3の図面を参照しながら、この発明の第1の実施形態について具体的に説明する。
【0014】
図2において、1はケーソン3とケーソン3の間の目地部5に設けられたシール孔7をシールする止水用目地材1を示しており、止水用目地材1は、目地材本体9内に充填材11が注入,充填された形状となっている。
【0015】
目地材本体9は、不透水性のゴム又は合成樹脂等からなる柔軟性の材質により、底のある上下に長い中空筒の形状に作られている。
【0016】
目地材本体9の上方開放口9aは、図1に示すように充填材11の注入時に、充填材注入パイプ13及び空気抜きパイプ15を有する蓋17によって密閉され、締結バンド19を弛めることで、各パイプ13,15と共に蓋17の取外しが可能となっている。
【0017】
なお、充填材注入パイプ13は、図外のポンプによって充填材11を強制的に送り込む供給パイプ21と接続連通している。
【0018】
空気抜きパイプ15は、上下に長い形状となっていて一方の下端部は目地材本体9の底近くまで延長され、他方の上端部は蓋17から外方へ延長している。
【0019】
充填材11は、セメントコンクリート,セメントモルタル,砂+水、加熱アスファルトマスチック、常温CEスラリーなどの材料を単独又は組合せて使用されるようになっている。
【0020】
次に、充填材11の注入方法について説明する。
【0021】
まず、上下に長い目地材本体9をケーソン3とケーソン3の間の目地部5に設けられたシール孔7内に上から挿入セットする。次に、目地材本体9の上方開放口9aを、充填材注入パイプ13及び空気抜きパイプ15を有する蓋17で栓をし、その蓋17の外周を目地材本体9の上から締結バンド19によって締結し、密閉する。
【0022】
次に、充填材注入パイプ13によって充填材11を強制的に目地材本体9の上から注入する。この注入時において、充填材11は圧力の作用を受けて水面P下にある目地材本体9を水圧に抗して押し拡げると共に、図1に示すように上からの充填材1によって押圧される逃げ場のない下部の内部空気空気抜きパイプ15を介して外へ排出される。このため、上から下に向かって充填していく注入動作に何等支障は起こらず、迅速に充填材11の注入が完了する。しかも、充填材11の比重が1.1以上あれば注入が可能となるため充填材11の配合自由度の向上が図れる。
【0023】
一方、充填材完了後に膨らんだ止水用目地材1は、シール孔7と圧着し合うと共に、波等の影響でケーソン3が動いてもその動きに追従して弾性変形し、良好なシール性を長期間に亘って確保する。
【0024】
図4から図7は充填材注入方法の第2の実施形態を示したものである。
【0025】
なお、第1の実施形態と同一のものは同一符号を符して説明する。
【0026】
始めに、上下に長い目地材本体9を透水性の材質で形成すると共に、ケーソン3とケーソン3の間の目地部5に設けられたシール孔7内に挿入しセットする。次に、充填材注入パイプ21の先端を、目地材本体9内の底近くまで挿入した後、充填材注入パイプ21の先端から充填材11を底に注入する。以下、図5,図6に示すように充填材注入パイプ21を引上げながら底から上へ向かって順次、注入していく。この注入時において、水面P下の目地材本体9は水を透すため、水圧によって強く押し潰されることはなく、しかも、内部の空気及び海水は、上方開放口9a及び上方開放口9の側壁から外へ逃げるようになるため、注入時にアーチング等の大きな障害は起こらず、円滑・迅速に注入作業が完了する。しかも、充填材11の比重は1.1以上あれば、注入が可能となるため、充填材11の配合自由度が増すようになる。
【0027】
一方、注入完了後、膨らんだ止水用目地材1はシール孔7と圧着し合うと共に、波等の影響でケーソン3が動いても、その動きに追従して弾性変形し、良好なシール性を長期間にわたって確保する。
【0028】
なお、止水用目地材1は、目地部5に設けたシール孔7に挿入してシールを行なう実施形態となっているが、ケーソン3が波等の影響で動いて、目地部5が大きく拡大した場合には、目地部に直接、止水用目地材を挿入してシールを行なうようにすることも可能である。
【0029】
又、目地本体9をケーソン3に事前に陸上で設置しておき、それらケーソンを設置した後、本方法を実施することで止水用目地材1を形成することも可能である。
【0030】
コンクリートケーソンの目地止水工だけでなく、鋼製矢板の継手部の止水工にも実施することも可能である。
【0031】
【発明の効果】
以上、説明したようにこの発明の充填材注入方法によれば、充填材の注入時に上から押圧される逃げ場のない下部の内部空気を外へ排出できるため、充填材を円滑・迅速に充填することができる。しかも、充填材の配合自由度の向上が図れる。
【図面の簡単な説明】
【図1】この発明にかかる充填材注入時の説明図。
【図2】注入完了時の説明図。
【図3】ケーソンとケーソンの間の目地部に設けられたシール孔内に止水用目地材を挿入セットした一部分の説明斜視図。
【図4】充填材注入方法の第2の実施形態を示した動作説明図。
【図5】第2の実施形態の注入動作途中の説明図。
【図6】第2の実施形態の注入動作途中の説明図。
【図7】第2の実施形態の注入動作完了時の説明図。
【図8】従来例の注入動作時の説明図。
【符号の説明】
1 止水用目地材
9 目地材本体
9a 上方開放口
11 充填材
13 充填材注入パイプ
15 空気抜きパイプ
17 蓋
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a method for injecting a filler for a joint material for waterproofing suitable for sealing between caisson.
[0002]
[Prior art]
Conventionally, when a caisson made of a concrete frame is used, for example, when a dike is formed, a joint between the caisson and the caisson is sealed with a joint material for water stoppage. The waterproof joint material is made by, for example, injecting a filler such as heated asphalt mastic into a hollow cylindrical joint material body made of a flexible material such as rubber.
[0003]
[Problems to be solved by the invention]
The joint material for waterproofing that seals between the caisson is long from the place where the caisson itself is large, and reaches 15 m, for example. For example, as shown in FIG. 8, the seal material body 105 is set along the caisson 101 that is long in the vertical direction and the joint portion 103 of the caisson 101, and the filler 107 is removed from the upper opening of the joint material body 105. Means for injection are taken.
[0004]
At the time of this injection operation, the joint material body 105 under the water surface P set between the caisson 101 and the caisson 101 is crushed by water pressure, so that the specific gravity of the filler 107 injected from above gradually increases. By being expanded against the water pressure, the filling material 107 is injected from the top to the bottom, so that rapid injection cannot be expected and takes time. In particular, in order to let it fall naturally, the blending material 107 needs to be blended so that the specific gravity is 1.9 or more, which causes a problem that the blending is restricted.
[0005]
Further, since the joint material main body 105 is formed in a vertically long shape so as to block the upper part when the filler 107 is injected from the upper opening, the internal air is confined without escaping from the upper side, so that the inner air is trapped. In the present situation, the filler 107 does not easily descend in combination with the water pressure, further delaying the injection time and causing a reduction in work efficiency.
[0006]
Accordingly, an object of the present invention is to provide a method for injecting a filling material for a water-stopping joint so that the filling material can be quickly injected into a joint material for a water-stopping that is long in the vertical direction. .
[0007]
[Means for Solving the Problems]
In order to achieve the above-mentioned object, according to the present invention, the upper opening of the hollow cylinder joint material body formed of a flexible material and having a bottom is vertically long and the lower end is close to the bottom of the joint material body. sealed with a lid equipped with a extended air vent pipe and the filling material injection pipe to, using said filler injection pipe filler is injected under pressure from the top to joint fillers in the body, injection time of filling material The filler is injected while exhausting the lower internal air, which is pressed from above, without any escape space, through the air vent pipe.
[0008]
Thereby, a filler is inject | poured in a joint material main body by a filler injection pipe. At this time, together with a filler is forcibly injected by the pressure, the lower part of the internal air with no escape is pressed from above by the filling material during injection, for evacuating to the outside through the air vent pipe, there is no fault smoothly・ Injection work can be performed quickly. In addition, if the specific gravity of the filler is 1.1 or more, injection is possible, and the degree of freedom of blending the filler can be improved. On the other hand, after the injection is completed, the expanded joint material for waterproofing is pressed against the joint part, and even if the caisson moves due to the influence of waves, etc., it will elastically deform following the movement and ensure good sealing performance To do.
[0009]
According to claim 2 of the present invention, the air vent pipe, the filler injection pipe and the lid are removed from the joint material main body after the filler injection is completed.
[0010]
Thereby, it can be used as a joint material for water-stopping without any trouble, and by attaching the lid removed together with each pipe to a new joint material body, it can be used for repeated injection work without waste.
[0013]
DETAILED DESCRIPTION OF THE INVENTION
The first embodiment of the present invention will be specifically described below with reference to the drawings of FIGS.
[0014]
In FIG. 2, reference numeral 1 denotes a water-stopping joint material 1 that seals a seal hole 7 provided in a joint portion 5 between the caisson 3 and the caisson 3, and the water-stopping joint material 1 is a joint material main body 9. The filling material 11 is injected and filled therein.
[0015]
The joint material main body 9 is made of a flexible material made of impermeable rubber, synthetic resin, or the like, and is formed into a shape of a hollow cylinder having a bottom and a long top and bottom.
[0016]
The upper opening 9a of the joint material body 9 is sealed by a lid 17 having a filler injection pipe 13 and an air vent pipe 15 when the filler 11 is injected as shown in FIG. The lid 17 can be removed together with the pipes 13 and 15.
[0017]
The filler injection pipe 13 is connected in communication with a supply pipe 21 that forcibly feeds the filler 11 by a pump (not shown).
[0018]
The air vent pipe 15 has a vertically long shape, and one lower end portion extends to the bottom of the joint body 9 and the other upper end portion extends outward from the lid 17.
[0019]
The filler 11 can be used alone or in combination with materials such as cement concrete, cement mortar, sand + water, heated asphalt mastic, and room temperature CE slurry.
[0020]
Next, a method for injecting the filler 11 will be described.
[0021]
First, the joint material body 9 that is long in the vertical direction is inserted and set from above into the seal hole 7 provided in the joint part 5 between the caisson 3 and the caisson 3. Next, the upper opening 9 a of the joint material body 9 is plugged with a lid 17 having a filler injection pipe 13 and an air vent pipe 15, and the outer periphery of the lid 17 is fastened by a fastening band 19 from above the joint material body 9. And seal.
[0022]
Next, the filler 11 is forcibly injected from above the joint material body 9 by the filler injection pipe 13. At the time of this injection, the filler 11 is pressed by the filler 1 from above as shown in FIG. 1 while expanding the joint material body 9 under the water surface P against the water pressure by receiving the action of pressure . air in the lower no escape is discharged to the outside through the air vent pipe 15. For this reason, no trouble occurs in the injection operation of filling from the top to the bottom, and the injection of the filler 11 is completed quickly. Moreover, if the specific gravity of the filler 11 is 1.1 or more, the injection becomes possible, so that the degree of freedom in blending the filler 11 can be improved.
[0023]
On the other hand, the waterproof joint material 1 swelled after completion of the filler is pressure-bonded to the seal hole 7 and elastically deforms following the movement of the caisson 3 due to the influence of waves or the like, and has good sealing properties. For a long period of time.
[0024]
4 to 7 show a second embodiment of the filler injection method.
[0025]
The same components as those in the first embodiment will be described with the same reference numerals.
[0026]
First, a joint material body 9 that is long in the vertical direction is formed of a water-permeable material, and is inserted into a seal hole 7 provided in a joint part 5 between the caisson 3 and the caisson 3 and set. Next, after the tip of the filler injection pipe 21 is inserted to the bottom of the joint material main body 9, the filler 11 is injected into the bottom from the tip of the filler injection pipe 21. Hereinafter, as shown in FIGS. 5 and 6, the filler injection pipe 21 is sequentially injected from the bottom upward while being pulled up. At the time of this injection, the joint material body 9 below the water surface P is permeable to water, so that it is not strongly crushed by water pressure, and the internal air and seawater are side walls of the upper opening 9 a and the upper opening 9. Because it escapes from the outside, no major obstacles such as arching occur at the time of injection, and the injection work is completed smoothly and quickly. In addition, if the specific gravity of the filler 11 is 1.1 or more, injection is possible, so that the degree of freedom of blending of the filler 11 is increased.
[0027]
On the other hand, after the injection is completed, the swelled joint material 1 for water stoppage is bonded to the seal hole 7 and elastically deforms following the movement even if the caisson 3 moves due to the influence of waves or the like, and has good sealing properties. For a long period of time.
[0028]
In addition, although the joint material 1 for water stop becomes an embodiment which inserts in the sealing hole 7 provided in the joint part 5, and seals, the caisson 3 moves by the influence of a wave etc., and the joint part 5 is large. In the case of enlargement, it is possible to perform sealing by inserting a joint material for water stop directly into the joint part.
[0029]
It is also possible to form the joint material 1 for water-stopping by installing the joint body 9 on the caisson 3 in advance on land, and after installing these caissons, by implementing this method.
[0030]
It can be applied not only to the joint water-stopping work of concrete caisson, but also to the water-stopping work of the joints of steel sheet piles.
[0031]
【The invention's effect】
As described above, according to the filling material injection method of the present invention, the internal air in the lower part without the escape area pressed from above when the filling material is injected can be discharged to the outside, so that the filling material can be filled smoothly and quickly. be able to. And the improvement of the compounding freedom degree of a filler can be aimed at.
[Brief description of the drawings]
FIG. 1 is an explanatory view at the time of filling a filler according to the present invention.
FIG. 2 is an explanatory diagram when injection is completed.
FIG. 3 is an explanatory perspective view of a part in which a joint material for water stop is inserted and set in a seal hole provided in a joint portion between the caisson and the caisson.
FIG. 4 is an operation explanatory view showing a second embodiment of the filler injection method.
FIG. 5 is an explanatory diagram in the middle of an injection operation of the second embodiment.
FIG. 6 is an explanatory diagram in the middle of the injection operation of the second embodiment.
FIG. 7 is an explanatory diagram when the injection operation according to the second embodiment is completed.
FIG. 8 is an explanatory view at the time of injection operation of a conventional example.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 1 Joint material 9 for water stop Joint body 9a Upper opening 11 Filler 13 Filler injection pipe 15 Air vent pipe 17 Lid

Claims (2)

柔軟性のある材料で形成され底を有する中空筒の目地材本体の上方開放口を、上下に長く下端部が前記目地材本体の底近くまで延長された空気抜きパイプと充填材注入パイプとを備えた蓋により密閉し、前記充填材注入パイプを用いて上方から目地材本体内へ圧力をかけて充填材を注入し、注入時の充填材によって上から押圧される逃げ場のない下部の内部空気を空気抜きパイプを介して外へ排気しながら充填材の注入を行なうことを特徴とする止水用目地材の充填材注入方法。The upper opening of the hollow cylinder joint material body formed of a flexible material and having a bottom is provided with an air vent pipe and a filler injection pipe whose upper and lower ends are extended to the bottom of the joint material body. and sealed by a lid, wherein the filler material is injected under pressure from above using a filler injection pipe into joint fillers in the body, the lower no escape is pressed from above by the filling material during injection internal air A filling material injection method for a joint material for water-stopping, wherein the filling material is injected while exhausting to the outside through an air vent pipe. 空気抜きパイプ及び充填材注入パイプ並びに蓋は、充填材注入完了後に、目地材本体から取外すことを特徴とする請求項1記載の止水用目地材の充填材注入方法。  The method for injecting a filling material for water-stopping joint material according to claim 1, wherein the air vent pipe, the filling material injection pipe and the lid are removed from the joint material main body after the filling material filling is completed.
JP2000026167A 2000-02-03 2000-02-03 Filling material injection method for joint material for still water Expired - Lifetime JP4382231B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2000026167A JP4382231B2 (en) 2000-02-03 2000-02-03 Filling material injection method for joint material for still water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2000026167A JP4382231B2 (en) 2000-02-03 2000-02-03 Filling material injection method for joint material for still water

Publications (2)

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JP2001214420A JP2001214420A (en) 2001-08-07
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Cited By (1)

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CN101881015A (en) * 2010-05-31 2010-11-10 长江水利委员会长江勘测规划设计研究院 Method for blocking underground pit water by pneumatically casting granular materials

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JP2005282074A (en) * 2004-03-29 2005-10-13 Shin Caterpillar Mitsubishi Ltd Recyclable counterweight and method of manufacturing the same
JP2005282090A (en) * 2004-03-29 2005-10-13 Shin Caterpillar Mitsubishi Ltd Recyclable counterweight and method of manufacturing the same
JP4761386B2 (en) * 2006-10-24 2011-08-31 ワールドエンジニアリング株式会社 Construction method of impermeable walls
JP5210909B2 (en) * 2008-02-05 2013-06-12 西武ポリマ化成株式会社 Sealing packing for PC wall structure, its construction method and its restraining jig
JP6202680B2 (en) * 2014-03-19 2017-09-27 五洋建設株式会社 How to close the joint between caisson

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101881015A (en) * 2010-05-31 2010-11-10 长江水利委员会长江勘测规划设计研究院 Method for blocking underground pit water by pneumatically casting granular materials
CN101881015B (en) * 2010-05-31 2011-06-15 长江水利委员会长江勘测规划设计研究院 Method for blocking underground pit water by pneumatically casting granular materials

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