JP2001140241A - Caisson joint sealing material and execution method therefor - Google Patents
Caisson joint sealing material and execution method thereforInfo
- Publication number
- JP2001140241A JP2001140241A JP31976199A JP31976199A JP2001140241A JP 2001140241 A JP2001140241 A JP 2001140241A JP 31976199 A JP31976199 A JP 31976199A JP 31976199 A JP31976199 A JP 31976199A JP 2001140241 A JP2001140241 A JP 2001140241A
- Authority
- JP
- Japan
- Prior art keywords
- caisson
- joint
- filling
- joint material
- time
- 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.)
- Granted
Links
Landscapes
- Revetment (AREA)
- Building Environments (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】この発明は、ケーソンとケー
ソンの間の目地部をシールするケーソン用目地材とその
施工方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint material for caisson for sealing joints between caissons and a method of constructing the joint material.
【0002】[0002]
【従来の技術】一般にケーソンは沖合人工島、海上空港
外周および一般護岸等に用いられ、高さは大きいもので
15mを越える。特に、地盤の悪い場所に設置するケー
スの場合、ケーソンとケーソンの間に作られる隙間は変
動し易く、高いシールが不可欠となっている。2. Description of the Related Art In general, caisson is used for offshore artificial islands, the periphery of sea airports and general seawalls, etc., and its height is large and exceeds 15 m. In particular, in the case of installation in a place with bad ground, the gap formed between caisson is easily changed, and a high seal is indispensable.
【0003】このために、目地部内の一箇所、あるい
は、二箇所にサンドアスファルトで代表される加熱され
たケーソン用目地材を上から注入、充填することで、シ
ール状態が確保されている。[0003] For this purpose, a sealed state is secured by injecting and filling a heated caisson joint material typified by sand asphalt from above into one or two of the joints.
【0004】[0004]
【発明が解決しようとする課題】設置完了後、固化する
ことでケーソンの目地部は、ケーソン用目地材によって
シール状態が確保されているが、地盤変動や台風等によ
る波等の影響を受けて、場合によってはシール不良が発
生する。After the installation is completed, the joint of the caisson is solidified by the solidification after the installation is completed, but the sealing state is secured by the joint material for the caisson. In some cases, poor sealing occurs.
【0005】シール不良が発生した箇所は、補修を行な
うようになるが、目地部の隙間が狭くなった場合、注入
時の抵抗等によってケーソン用目地材(サンドアスファ
ルト)の注入、充填作業に時間がかかったり、流動性不
足から充填不良が生じることもある。しかも、サンドア
スファルトは、クッカ車によって加熱しながら施工する
ため、時間がかかりすぎたり、翌日に持ち越すと劣化し
てしまい、廃棄処分を余儀なくされる等の不具合があっ
た。[0005] Repair is performed on the portion where the seal failure has occurred, but if the gap at the joint is narrowed, it takes time to inject and fill the caisson joint material (sand asphalt) due to resistance at the time of injection. Or poor filling may occur due to insufficient fluidity. Moreover, since sand asphalt is constructed while being heated by a cooker truck, it takes too much time, and if it is carried over to the next day, it deteriorates and has to be disposed of.
【0006】また、ケーソンは、水中内にある下部と水
中から出た上部とでは、外気温の影響を直接受ける上部
の方が膨張・収縮によって大きく変形する。すでに地盤
の安定したケーソンの場合には、変形の小さい下部に比
べて変形の大きい上部では、その動きにケーソン用目地
材が追従できなかったり、波の影響を受けて、シール漏
れが多くなる要因となっていたものである。[0006] In the caisson, between the lower part in the water and the upper part coming out of the water, the upper part which is directly affected by the outside temperature is greatly deformed by expansion and contraction. In the case of a caisson with already stable ground, the caisson joint material cannot follow the movement in the upper part where the deformation is large compared to the lower part where the deformation is small, or the seal leak increases due to the influence of the wave It had become.
【0007】そこで、この発明は、前記問題点の解消を
図ったケーソン用目地材とその施工方法を提供すること
を目的としている。Accordingly, an object of the present invention is to provide a caisson joint material which solves the above-mentioned problems and a method for constructing the same.
【0008】[0008]
【課題を解決するための手段】前記目的を達成するため
に、この発明の請求項1によれば、少なくとも、細骨
材、アスファルト乳剤、セメント、鉱物粉体とを常温混
合し、スラリー状にする。According to the first aspect of the present invention, at least fine aggregate, asphalt emulsion, cement, and mineral powder are mixed at room temperature to form a slurry. I do.
【0009】これにより、目地部へ充填する時に、スラ
リー状のため円滑にすみずみまで充填され、迅速に充填
作業が完了する。また、常温混合のため、簡易なミキサ
ーで必要量のみ製造できるので熱による劣化は起こら
ず、余分な材料も発生しない。[0009] Thus, when filling the joint portion, since the slurry is filled, it is smoothly filled to every corner, and the filling operation is completed quickly. In addition, since mixing is performed at room temperature, only a required amount can be produced by a simple mixer, so that there is no deterioration due to heat and no extra material is generated.
【0010】もちろん翌日に打ちたすことも可能であ
る。Of course, it is also possible to strike on the next day.
【0011】また、この発明の請求項2によれば、ケー
ソンの目地部の下部に、時間の経過と共に固化する流動
性の高いスラリー状のケーソン用目地材を注入し、その
上部に、時間の経過と共に固化し、固化完了時に変形性
能の大きいケーソン用目地材を注入し、上層部と下層部
とで性状を異なるようにする。According to a second aspect of the present invention, a highly fluid slurry-like caisson joint material that solidifies with time is poured into a lower portion of the joint portion of the caisson, and a time When the solidification is completed, a caisson joint material having a large deformation performance is injected when the solidification is completed, so that the upper layer and the lower layer have different properties.
【0012】これにより、充填時は流動性が高いスラリ
ー状のため迅速に充填作業が完了すると共に、下層部に
すみずみまで確実に充填されたケーソン用目地材が形成
される。[0012] With this, the filling operation is completed quickly because the slurry has a high fluidity at the time of filling, and the filling material for caisson is filled in the lower part without fail.
【0013】また、上層部には変形性能の大きいケーソ
ン用目地材が充填されるため、ケーソンの上層部におい
て、外気温の影響で膨張、あるいは、収縮しても、その
ケーソンの動きに追従し、目地部のシール状態を確実に
確保する。Further, since the upper layer is filled with a caisson joint material having high deformation performance, the upper layer of the caisson follows the movement of the caisson even if it expands or contracts under the influence of the outside air temperature. In addition, the sealing state of the joint is reliably ensured.
【0014】また、この発明の請求項3によれば、ケー
ソンの目地部内に挿入される柔軟性の性状を備えた中空
筒体の内部に、上層部と下層部とで性状の異なる充填材
を充填し、下層部の充填材は、充填時に常温混合された
流動性の高いスラリー状の性状で、時間の経過と共に固
化する一方、上層部の充填材は、充填後、時間の経過と
共に固化し、固化完了時に変形性能の大きい性状とな
る。According to a third aspect of the present invention, a filler having different properties in an upper layer portion and a lower layer portion is filled in a hollow cylindrical body having a flexible property inserted into a joint of a caisson. The filler in the lower layer is solidified over time in the form of a highly fluid slurry mixed at room temperature during filling, while the filler in the upper layer is solidified over time after filling. At the time of completion of solidification, it has properties of large deformation performance.
【0015】これにより、中空筒体の上層部にあって
は、変形性能の大きい性状によってケーソンの目地部が
拡がる状態と、狭まる状態となる動きに追従し、目地部
の確実なシール状態を確保する。しかも、中空筒体によ
ってシール管理が容易となる。Thus, in the upper layer portion of the hollow cylinder, the joint portion of the caisson follows the state of expansion and contraction due to the property of large deformation performance, thereby ensuring a reliable sealing state of the joint portion. I do. In addition, the hollow cylinder facilitates seal management.
【0016】[0016]
【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。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, a first embodiment of the present invention will be specifically described with reference to FIGS.
【0017】図2はケーソン1とケーソン1の間の目地
部3を示した概要平面図を示しており、ケーソン1の高
さは、例えば、15mを越える。FIG. 2 is a schematic plan view showing the joint 3 between the caisson 1 and the height of the caisson 1, for example, exceeds 15 m.
【0018】目地部3には、例えば、ケーソン1とシー
ル材10でかこまれた間隙5に、ケーソン用目地材7を
充填することによってシールされている。The joint portion 3 is sealed by filling a gap 5 between the caisson 1 and the sealing material 10 with a caisson joint material 7, for example.
【0019】ケーソン用目地材7は、少なくとも、砂等
の細骨材、ノニオン系アスファルト乳剤、セメント、石
粉等の鉱物粉体とを常温混合し、スラリー状にしたもの
である。この場合、条件によっては小石等の粗骨材を加
えるようにしてもよい。また、細骨材、あるいは、粗骨
材が極端に乾燥している場合には、水を加えて湿潤状態
にすることが望ましい。The caisson joint material 7 is formed by mixing at least a fine aggregate such as sand, a nonionic asphalt emulsion, mineral powder such as cement and stone powder at room temperature, and forming a slurry. In this case, depending on conditions, coarse aggregate such as pebbles may be added. When the fine aggregate or the coarse aggregate is extremely dry, it is desirable to add water to make it wet.
【0020】アスファルト乳剤とセメントは配合割合に
応じて流動性を高く、変形性能を小さくしたり、あるい
は、流動性を高く、変形性能を大きく設定することが可
能な重要な材料となっている。一番好ましい材料の配合
例を図3に示す。Asphalt emulsions and cements are important materials that can have high fluidity and low deformability, or can have high fluidity and high deformability, depending on the mixing ratio. FIG. 3 shows an example of the most preferable composition of the material.
【0021】このように構成されたケーソン用目地材7
を、目地部3の間隙5に対して上から注入する。この注
入時において、ケーソン用目地材7はスラリー状のた
め、幅の小さい目地部3の間隙5に対して円滑に注入さ
れ、充填作業が迅速に完了する。この場合、ケーソン用
目地材7は、常温混合のため、加熱によるシール材10
の劣化は発生せず、例えば、現場製造のため必要量のみ
製造でき、むだがない。The joint material 7 for caisson thus constructed
Is injected into the gap 5 of the joint portion 3 from above. At the time of this injection, the caisson joint material 7 is in a slurry state, so that it is smoothly injected into the gap 5 of the joint portion 3 having a small width, and the filling operation is completed quickly. In this case, since the caisson joint material 7 is mixed at room temperature, the sealing material 10 by heating is used.
No deterioration occurs, for example, only the required amount can be manufactured for on-site manufacturing, and there is no uselessness.
【0022】図4はケーソン用目地材7を充填する際
に、上層部7bと下層部7aとで性状が異なるようにし
た第2の実施形態を示したものである。FIG. 4 shows a second embodiment in which the upper layer 7b and the lower layer 7a have different properties when filling the caisson joint material 7. As shown in FIG.
【0023】即ち、図3に示す硬質CEコンクリートス
ラリー、あるいは、硬質CEモルタルスラリーを用い
て、目地部3の間隙5に対して底から水中液面Xにほぼ
到達するまで上から注入する。この時、高い流動性によ
って迅速に充填作業が完了すると共に、固化完了後は、
小さい変形性能の下層部7aが得られる。That is, the hard CE concrete slurry or the hard CE mortar slurry shown in FIG. 3 is used to inject into the gap 5 of the joint 3 from above until the underwater liquid level X is almost reached from the bottom. At this time, the filling work is completed quickly due to high fluidity, and after solidification is completed,
The lower layer 7a having small deformation performance is obtained.
【0024】次に、その下層部7aの上に、図3に示す
軟質CEコンクリートスラリー、あるいは、軟質CEモ
ルタルスラリーを用いて、上から注入する。Next, the soft CE concrete slurry or the soft CE mortar slurry shown in FIG. 3 is poured into the lower layer portion 7a from above.
【0025】これにより、固化完了後は、下層部7aの
上に大きい変形性能の上層部7bが得られる。Thus, after the solidification is completed, an upper layer 7b having high deformability is obtained on the lower layer 7a.
【0026】したがって、この第2の実施形態によれ
ば、高い流動性によって注入・充填作業が迅速に完了す
る。また、水中から突出したケーソン1の上部は、夏期
又は冬期において水中内にある下部に比べて外気温の影
響を強く受けるため、大きく膨張したり、あるいは、収
縮する。この時、上層部7bのケーソン用目地材7は、
大きい変形性能によってケーソン1の動きに追従し、シ
ール状態を確実に確保する。水中内にあるケーソン1の
下部は、大きな変動はないため、小さい変形性能のケー
ソン用目地材7の下層部7aによって対応が図れる。Therefore, according to the second embodiment, the filling / filling operation is completed quickly due to the high fluidity. In addition, the upper part of the caisson 1 protruding from the water is greatly affected by the outside temperature in summer or winter compared to the lower part in the water, and therefore expands or contracts greatly. At this time, the joint material 7 for caisson of the upper layer portion 7b is
The large deformation performance follows the movement of the caisson 1 and ensures the sealing state. Since the lower part of the caisson 1 in the water does not fluctuate greatly, the lower part 7a of the caisson joint member 7 having small deformation performance can cope with it.
【0027】現場によっては、目地部3の間隙5を形成
するためのシール材10の一方が地盤の場合もある。Depending on the site, one of the sealing members 10 for forming the gap 5 between the joints 3 may be ground.
【0028】図5から図7は第3の実施形態を示したも
のである。FIGS. 5 to 7 show a third embodiment.
【0029】即ちケーソン1とケーソン1の間の目地部
3に、例えば、15mにわたって上下に補修用のくり抜
き孔11を設ける。くり抜き孔11は中空筒体9とケー
ソン用目地材7によってシールされている。なお、くり
抜き孔11の孔径は加工性、および孔周辺の強度面から
小さい寸法に抑えられている。That is, in the joint portion 3 between the caisson 1, a hollow 11 for repair is provided vertically, for example, over 15 m. The hollow 11 is sealed by the hollow cylindrical body 9 and the caisson joint material 7. In addition, the hole diameter of the hollow hole 11 is suppressed to a small size in view of workability and strength around the hole.
【0030】したがって、この第5の実施形態によれ
ば、目地部3のくり抜き孔11内に、柔軟性の性状を備
えた底のある中空筒体9を挿入し、その下部に硬質CE
コンクリートスラリーを充填して下層部7aを形成し、
その上部に、軟質CEコンクリートスラリーを充填して
上層部7bを形成することでケーソン1の動きに追従で
きる確実なケーソン目地材7が得られる。しかも、中空
筒体9によってシール管理が容易となる。また、下層部
7aに流動性のよいセメントコンクリートやセメントモ
ルタルを用いたり、上層部7bにサンドアスファルトや
グラベルマスチックを用いて組み合わせることもある。Therefore, according to the fifth embodiment, the hollow cylindrical body 9 having a flexible property is inserted into the hollow hole 11 of the joint 3 and the hard CE
Fill the concrete slurry to form the lower layer 7a,
By filling the upper part with the soft CE concrete slurry to form the upper layer portion 7b, a reliable caisson joint material 7 that can follow the movement of the caisson 1 is obtained. Moreover, the seal management is facilitated by the hollow cylindrical body 9. Further, the lower layer 7a may be combined with cement concrete or cement mortar having good fluidity, or the upper layer 7b may be combined with sand asphalt or gravel mastic.
【0031】[0031]
【発明の効果】以上、説明したように、この発明によれ
ば、目地部に対して迅速に充填作業を完了することがで
きるようになり、作業能率の向上が図れる。しかも、上
部と下部とで異なるケーソンの動きに対して追従が可能
となり、確実なシール状態を確保することができる。As described above, according to the present invention, the filling operation can be completed quickly at the joint, and the working efficiency can be improved. Moreover, it is possible to follow the movement of the caisson that is different between the upper part and the lower part, and it is possible to secure a reliable sealing state.
【0032】また、常温混合によって、従来のような加
熱による劣化は起こらず劣化による廃棄処分等の無駄が
なくなると共に、常に性能のよいケーソン用目地材とし
て使用できる。Further, by mixing at room temperature, deterioration due to heating as in the prior art does not occur, and waste such as disposal due to deterioration is eliminated, and it can be always used as a caisson joint material having good performance.
【図1】この発明にかかるケーソンの目地部にケーソン
用目地材を充填した切断説明図。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a cutaway explanatory view of a caisson joint according to the present invention in which a caisson joint material is filled.
【図2】図1を上方からみた概要平面図。FIG. 2 is a schematic plan view of FIG. 1 as viewed from above.
【図3】上層部と下層部とで性状の異なるケーソン用目
地材を充填する時の材料の最適な配合例を示した説明
図。FIG. 3 is an explanatory diagram showing an example of an optimal combination of materials when filling a caisson joint material having different properties between an upper layer portion and a lower layer portion.
【図4】目地部内の上層部と下層部とで性状の異なるケ
ーソン用目地材を充填した第2の実施形態を示す説明
図。FIG. 4 is an explanatory view showing a second embodiment in which caisson joint materials having different properties are filled in an upper layer portion and a lower layer portion in the joint portion.
【図5】上層部と下層部とで性状の異なる充填材が充填
された中空筒体をケーソンのくり抜き孔内に挿入した第
3の実施形態を示す概要平面図。FIG. 5 is a schematic plan view showing a third embodiment in which a hollow cylinder filled with fillers having different properties in an upper layer portion and a lower layer portion is inserted into a hollow of a caisson.
【図6】上層部と下層部とで性状の異なる充填材が充填
された中空筒体の説明図。FIG. 6 is an explanatory view of a hollow cylinder filled with fillers having different properties in an upper layer portion and a lower layer portion.
【図7】図6の中空筒体を、目地部内に挿入・充填した
切断説明図。FIG. 7 is a cutaway explanatory view in which the hollow cylindrical body of FIG. 6 is inserted and filled in an joint.
【符号の説明】 7 ケーソン用目地材[Explanation of Signs] 7 Joint material for caisson
Claims (3)
剤、セメント、鉱物粉体とを常温混合し、スラリー状に
したことを特徴とするケーソン用目地材。1. A joint material for caisson wherein at least fine aggregate, asphalt emulsion, cement, and mineral powder are mixed at room temperature to form a slurry.
動性が高く時間の経過と共に固化するケーソン用目地材
を注入し、その上部に、時間の経過と共に固化し、固化
完了時に変形性能の大きいケーソン用目地材を注入し、
上層部と下層部とで性状が異なるようにしたことを特徴
とするケーソン用目地材の施工方法。2. A joint material for caisson, which has a high fluidity during construction and solidifies with time, is poured into a lower portion of the joint portion of the caisson, and solidifies with time over the upper portion thereof. Inject large caisson joints,
A method for applying a joint material for caisson, wherein properties are different between an upper layer portion and a lower layer portion.
の性状を備えた中空筒体の内部に、上層部と下層部とで
性状の異なる充填材を充填し、下層部の充填材は、充填
時に常温混合された流動性の高いスラリー状の性状で、
時間の経過と共に固化する一方、上層部の充填材は、充
填後、時間の経過と共に固化し、固化完了時に変形性能
の大きい性状となるケーソン用目地材。3. A hollow cylindrical body having the property of flexibility inserted into a joint of a caisson is filled with fillers having different properties in an upper layer and a lower layer, and the filler in the lower layer is At the time of filling, it is a highly fluid slurry that is mixed at room temperature.
A filler material for caisson that solidifies as time elapses while the upper filler solidifies as time elapses after filling and has a property of large deformation performance upon completion of solidification.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31976199A JP4587505B2 (en) | 1999-11-10 | 1999-11-10 | Caisson joint material construction method and caisson joint structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31976199A JP4587505B2 (en) | 1999-11-10 | 1999-11-10 | Caisson joint material construction method and caisson joint structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2001140241A true JP2001140241A (en) | 2001-05-22 |
JP4587505B2 JP4587505B2 (en) | 2010-11-24 |
Family
ID=18113896
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP31976199A Expired - Fee Related JP4587505B2 (en) | 1999-11-10 | 1999-11-10 | Caisson joint material construction method and caisson joint structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP4587505B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20200007141A (en) * | 2018-07-12 | 2020-01-22 | 한국건설기술연구원 | Apparatus, Method and Structure for Preventing Water Leakage through Gap between Concrete Caissons |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5282806A (en) * | 1975-12-30 | 1977-07-11 | Obayashi Gumi Kk | Method of building continuous water stopping wall |
JPS5766212A (en) * | 1980-10-03 | 1982-04-22 | Nippon Hodo Co Ltd | Sealing work for saisson joint |
JPS61178456A (en) * | 1985-01-30 | 1986-08-11 | 日瀝化学工業株式会社 | Underwater construction for hardenable mixture |
JPH09143958A (en) * | 1995-11-16 | 1997-06-03 | Nippon Sogo Bosui Kk | Method for closing joint section of existing caisson |
JPH10110167A (en) * | 1996-10-09 | 1998-04-28 | Mitsubishi Materials Corp | Grouting material |
JPH11130505A (en) * | 1997-10-31 | 1999-05-18 | Railway Technical Res Inst | Grout composition for railway track |
-
1999
- 1999-11-10 JP JP31976199A patent/JP4587505B2/en not_active Expired - Fee Related
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5282806A (en) * | 1975-12-30 | 1977-07-11 | Obayashi Gumi Kk | Method of building continuous water stopping wall |
JPS5766212A (en) * | 1980-10-03 | 1982-04-22 | Nippon Hodo Co Ltd | Sealing work for saisson joint |
JPS61178456A (en) * | 1985-01-30 | 1986-08-11 | 日瀝化学工業株式会社 | Underwater construction for hardenable mixture |
JPH09143958A (en) * | 1995-11-16 | 1997-06-03 | Nippon Sogo Bosui Kk | Method for closing joint section of existing caisson |
JPH10110167A (en) * | 1996-10-09 | 1998-04-28 | Mitsubishi Materials Corp | Grouting material |
JPH11130505A (en) * | 1997-10-31 | 1999-05-18 | Railway Technical Res Inst | Grout composition for railway track |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20200007141A (en) * | 2018-07-12 | 2020-01-22 | 한국건설기술연구원 | Apparatus, Method and Structure for Preventing Water Leakage through Gap between Concrete Caissons |
KR102095780B1 (en) * | 2018-07-12 | 2020-04-01 | 한국건설기술연구원 | Apparatus, Method and Structure for Preventing Water Leakage through Gap between Concrete Caissons |
Also Published As
Publication number | Publication date |
---|---|
JP4587505B2 (en) | 2010-11-24 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106703084A (en) | Waterproofing treatment method and system of construction joint structure of plane and elevation structure junction areas of basement | |
CN209722598U (en) | A kind of light-weight foamed soil structure of railway | |
CN110206073A (en) | Lattice stanchion and main structure node waterproof construction method | |
CN105780940B (en) | building expansion joint anti-leakage structure | |
CN107386298A (en) | A kind of depth hole composite supporting construction and its construction method with water-proof function | |
CN207846696U (en) | A kind of compound leak stopping system | |
CN106567554A (en) | Reinforcing construction method of masonry structural building | |
JP4882096B2 (en) | Implant for filling joint of water-impervious wall material and construction method of impermeable wall using the injection | |
CN211228082U (en) | Bridge expansion joint structure | |
JP2001140241A (en) | Caisson joint sealing material and execution method therefor | |
CN209568552U (en) | A kind of concrete joint water stop structure | |
RU2278202C1 (en) | Control joint for water-tight channel and water pool lining | |
CN206784168U (en) | A kind of new-type ECC structure seam | |
CN206986904U (en) | A kind of depth hole composite supporting construction with water-proof function | |
CN207794117U (en) | A kind of foundation base configuration | |
KR20080036708A (en) | Method of preparing corrugated steel structure and corrugated steel structure prepared thereby | |
JPH045331A (en) | Method for constructing foundation | |
CN207847146U (en) | A kind of expansion joint percolating water repairerment system | |
CN110552286A (en) | Bridge expansion joint structure and preparation method thereof | |
KR20070058290A (en) | Method of continual concrete pavement and structure produced using the same | |
CN107761669A (en) | The construction method of the anti-seepage connector of anticracking bituminous concrete and clay | |
CN212271252U (en) | Interface waterproof construction of new and old concrete | |
CN218264011U (en) | Anti-floating structure based on anti-floating anchor rod | |
CN218263854U (en) | Continuous closed underground anti-floating anchor rod water-proof treatment structure | |
KR20030036396A (en) | Construction method of expansion joint for bridge |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20061010 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20080626 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20090317 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20090507 |
|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 20100427 |
|
A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20100625 |
|
A911 | Transfer of reconsideration by examiner before appeal (zenchi) |
Free format text: JAPANESE INTERMEDIATE CODE: A911 Effective date: 20100803 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20100831 |
|
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20100907 |
|
R150 | Certificate of patent or registration of utility model |
Ref document number: 4587505 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130917 Year of fee payment: 3 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
LAPS | Cancellation because of no payment of annual fees |