JP2852173B2 - Seawall construction using steel sheet piles - Google Patents
Seawall construction using steel sheet pilesInfo
- Publication number
- JP2852173B2 JP2852173B2 JP9426493A JP9426493A JP2852173B2 JP 2852173 B2 JP2852173 B2 JP 2852173B2 JP 9426493 A JP9426493 A JP 9426493A JP 9426493 A JP9426493 A JP 9426493A JP 2852173 B2 JP2852173 B2 JP 2852173B2
- Authority
- JP
- Japan
- Prior art keywords
- steel sheet
- sheet pile
- decorative panel
- concrete
- work
- 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 - Lifetime
Links
Landscapes
- Revetment (AREA)
Description
【０００１】[0001]
【産業上の利用分野】この発明は、海岸や河岸などの、
所謂、ウォーターフロントにおいて、岸辺の保護や景観
向上などを加味して造成する、鋼矢板を用いた護岸構造
に関するものである。BACKGROUND OF THE INVENTION
The present invention relates to a seawall structure using steel sheet piles, which is constructed in a so-called waterfront in consideration of protection of a shore and improvement of a landscape.
【０００２】[0002]
【従来の技術】従来、この種の護岸構造、即ち、護岸部
用躯体として配設された鋼矢板における水面側の前面
に、景観性や耐腐食性を加味してコンクリート被覆部を
形成する護岸構造としては、鋼矢板の前面に型枠を設置
し、この型枠内にコンクリート被覆部を形成する水中コ
ンクリートを打設してなるものが一般に知られている。2. Description of the Related Art Conventionally, this type of revetment structure, that is, a revetment in which a concrete covering portion is formed on the front surface on the water surface side of a steel sheet pile provided as a revetment portion skeleton in consideration of landscape and corrosion resistance. As a structure, there is generally known a structure in which a formwork is installed in front of a steel sheet pile, and underwater concrete for forming a concrete covering portion is cast in the formwork.
【０００３】この従来の護岸構造におけるコンクリート
被覆部の形成方法を述べておくと、先ず、コンクリート
被覆部用であるの現場打ち水中コンクリート用の型枠
（鋼製で非常に大型）を、作業船で吊り上げ、所定の鋼
矢板における前面位置に吊り降ろす。[0003] A method of forming a concrete covering portion in the conventional seawall structure is as follows. First, a formwork (very large steel) for cast-in-place underwater concrete for the concrete covering portion is provided. And lift it down to the front position in a predetermined steel sheet pile.
【０００４】そして、この吊り降ろされた型枠は、その
下端（河床側）を、潜水夫による水中での人力作業によ
って固定する。この型枠下端の固定作業は、水中溶接で
取付けた鋼材を、油圧ジャッキ等を用いて強力に押し付
ける形式である。[0004] The lower end (the riverbed side) of the suspended formwork is fixed by a manual operation in water by a diver. The work of fixing the lower end of the formwork is a method of strongly pressing a steel material attached by underwater welding using a hydraulic jack or the like.
【０００５】なお、この時に、コンクリート被覆部に鉄
筋を入れる場合は、型枠を設置して固定する前に、地上
または作業船上で組み立てた鉄筋籠を、潜水夫による水
中溶接で型枠内に固定する。[0005] At this time, when a reinforcing bar is to be put into the concrete covering portion, before the formwork is installed and fixed, the reinforcing rod cage assembled on the ground or on a work boat is welded underwater by a diver into the formwork. Fix it.
【０００６】そして、次の工程は、水中コンクリートの
型枠内への打設工事であり、打設量に応じて、相当数の
生コン車を道路等に待機させ、ポンプ車による打込みを
行う。その後、コンクリートの養生を行い強度確認を終
えた後、型枠を外して、護岸構造の完成となる。[0006] The next step is the work of placing concrete in the form of underwater concrete. According to the amount of casting, a considerable number of ready-mixed concrete cars are made to stand by on a road or the like and driven by a pump car. After curing the concrete and checking the strength, the formwork is removed and the revetment structure is completed.
【０００７】[0007]
【この発明が解決しようとする課題】しかし、前述した
従来の護岸構造では、水中溶接作業等の水中での危険な
人力作業が非常に多く、水中作業を行う専門の潜水夫が
必要となっている。ところが、このような危険な特殊作
業を行える職人は少ないものであり、しかも、近年では
ウォーターフロントの開発が盛んになっていることか
ら、人員の確保が大変なものとなっている。However, in the above-mentioned conventional revetment structure, the number of dangerous manual work underwater such as underwater welding work is extremely large, and a specialized diver for underwater work is required. I have. However, there are few craftsmen who can perform such dangerous special tasks, and in recent years, the development of waterfronts has become active, and securing personnel has become difficult.
【０００８】また、水中コンクリートの打設でコンクリ
ート被覆部を形成する型枠は、大型であると共に、波に
よって動くために、その据え付け作業が非常に危険なも
のとなっている。Further, the formwork for forming the concrete covering portion by casting underwater concrete is large and moves by waves, so that the installation work is extremely dangerous.
【０００９】一方、従来の護岸構造では、コンクリート
の打設量が多いことから、施工時における生コン車の動
員台数も多くなっている。そのため、周辺の交通障害を
招いたり、周辺住民からの騒音による苦情も多い等、周
辺環境を悪化させている。On the other hand, in the conventional revetment structure, since the amount of concrete poured is large, the number of mobilized ready-mixed concrete vehicles at the time of construction is also large. For this reason, the surrounding environment is deteriorated, such as inviting traffic obstacles in the vicinity and complaints from noise from the residents in the vicinity.
【００１０】しかも、コンクリートの打設は遠隔打設と
なるケースが多く、ポンプ車が必要で、配管設備も大が
かりとなる。また、コンクリートの強度発現まで養生期
間が必要であり、護岸施工の期間が長くなっている。[0010] In addition, concrete is often cast remotely, requiring a pump truck, and requires large-scale piping facilities. In addition, a curing period is required until the strength of concrete is realized, and the period of revetment construction is long.
【００１１】このように、従来の護岸構造は、その施工
に際して、工期が長大化すると共に、施工精度および品
質精度が悪くなり、しかも、非常に危険でコスト高なも
のとなっている。[0011] As described above, the conventional revetment structure requires a long construction period, a poor construction accuracy and a low quality accuracy, and is extremely dangerous and expensive.
【００１２】この発明は前述した事情に鑑みて創案され
たもので、その目的は現場での工事量を大幅に削減でき
ると共に、全工事を地上または作業船上から行えるよう
にして、作業環境の改善と工期の短縮とを図ることので
きる鋼矢板を用いた護岸構造を提供することにある。The present invention has been made in view of the above-mentioned circumstances, and its object is to significantly reduce the amount of construction work on site and to improve the work environment by enabling all construction work to be performed from the ground or on a work boat. Another object of the present invention is to provide a revetment structure using steel sheet piles, which can shorten the construction period.
【００１３】[0013]
【課題を解決するための手段】この発明の護岸構造によ
れば、護岸部に躯体として配設されており、上端に台座
プレートを有する鋼矢板と、この鋼矢板の水面側に配設
されており、上端部に前記台座プレートへの固定部が、
下端に水底面へ当接する漏洩防止材がそれぞれ設けられ
ている化粧パネルと、この化粧パネルを前記鋼矢板の水
面側へ配設する時に、化粧パネルを鋼矢板側に引き寄せ
て支持する引き寄せ機構と、前記化粧パネルと前記鋼矢
板の間に充填されている水中コンクリートとを備えてい
る。According to the revetment structure of the present invention, a steel sheet pile having a pedestal plate at the upper end and a steel sheet pile having a pedestal plate at the upper end is provided on the seawall and a water sheet side of the steel sheet pile. There is a fixed part to the pedestal plate at the upper end,
A decorative panel provided with a leakage preventing material that abuts against a water bottom surface at a lower end, and a pulling mechanism that draws and supports the decorative panel toward the steel sheet pile side when the decorative panel is disposed on the water surface side of the steel sheet pile. , And underwater concrete filled between the decorative panel and the steel sheet pile.
【００１４】そして、この発明の護岸構造は、景観性に
富んだ化粧パネルを、鋼矢板の台座プレート，化粧パネ
ルの固定部および漏洩防止材，引き寄せ機構の使用で、
護岸部の躯体として配設された鋼矢板の前面に配設する
ことにより、現場での工事量を大幅に削減すると共に、
作業環境改善と工期短縮を実現すべく、全工事を地上ま
たは作業船上から行うことができるようにして、水中作
業を不要にしたものである。The revetment structure of the present invention uses a decorative panel rich in landscape by using a pedestal plate made of steel sheet pile, a fixing part of the decorative panel, a leak preventing material, and a drawing mechanism.
By arranging it in front of the steel sheet piles installed as the shore protection section, the amount of construction work on site can be significantly reduced,
In order to improve the working environment and shorten the construction period, the entire construction can be performed from the ground or on a work boat, thereby eliminating the need for underwater work.
【００１５】[0015]
【実施例】以下、この発明の鋼矢板を用いた護岸構造
を、図示する実施例によって説明する。BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a perspective view of a revetment structure using steel sheet piles according to the present invention.
【００１６】海岸や河岸等の岸辺に鋼矢板２を配設して
造成され、岸辺の保護や景観向上などを行う護岸構造１
（図１参照）は、護岸部における躯体として配設され、
上端に台座プレート３が取付けられている鋼矢板２と、
この鋼矢板２の水面側に配設され、上端部に台座プレー
ト３への固定部４が、また下端に漏洩防止材５がそれぞ
れ取り付けられている化粧パネル６と、この化粧パネル
６および鋼矢板２の間に充填されている水中コンクリー
ト７と、鋼矢板２および化粧パネル６に設けられ、一体
的に作用する引き寄せ機構８とを備えてなっている。A revetment structure 1 constructed by arranging steel sheet piles 2 on the shore, such as a shore or a river bank, for protecting the shore and improving the landscape.
(See Fig. 1) is installed as a skeleton at the seawall,
A steel sheet pile 2 having a pedestal plate 3 attached to its upper end;
A decorative panel 6 which is disposed on the water surface side of the steel sheet pile 2 and has a fixing portion 4 to the pedestal plate 3 at an upper end and a leakage prevention member 5 at a lower end, respectively; 2 and a drawing mechanism 8 provided on the steel sheet pile 2 and the decorative panel 6 and acting integrally.
【００１７】また、化粧パネル６は、引き寄せ機構８に
よる、鋼矢板２側への引き寄せ状態での支持と、漏洩防
止材５の水底面への当接と、固定部４の鋼矢板２におけ
る台座プレート３への固定とで、鋼矢板２の水面側に配
設してなっている。Further, the decorative panel 6 is supported by the pulling mechanism 8 in a state of being drawn toward the steel sheet pile 2, abuts on the water bottom surface of the leakage prevention member 5, and the pedestal of the fixing portion 4 in the steel sheet pile 2. By fixing to the plate 3, the steel sheet pile 2 is disposed on the water surface side.
【００１８】そして、この実施例での鋼矢板２は、その
上端部の前後面、即ち、その上端部の地上側と水面側と
の面に、溝型鋼９（Ｌ型鋼でも良い。）を取付けられて
いると共に、この両溝型鋼９の上部に台座プレート３が
連続または一定の間隔をもって取付けられている。The steel sheet pile 2 in this embodiment is provided with channel steel 9 (or L-shaped steel) on the front and rear surfaces of its upper end, that is, on the surface of the upper end between the ground side and the water surface side. The pedestal plate 3 is attached to the upper part of the two channel steels 9 continuously or at a constant interval.
【００１９】なお、ここでの溝型鋼９は、取付け時にお
いて、鋼矢板２の打込み時に誤差があっても修正するこ
とができる。また、台座プレート３には、パネル接続用
ボルト10が容易にセットできるように予め加工されてい
る。The grooved steel 9 can be corrected even when there is an error in driving the steel sheet pile 2 during mounting. Further, the pedestal plate 3 is processed in advance so that the panel connection bolt 10 can be easily set.
【００２０】化粧パネル６は、プレキャストコンクリー
トで形成されており、台座プレート３にセットしたパネ
ル接続用ボルト10が螺合するナット部でなる固定部４が
上端部に、鋼矢板２と化粧パネル６との間に充填した水
中コンクリート７のパネル下部からの漏洩を防止する発
泡ウレタン等の漏洩防止材５が下端にそれぞれ取付けら
れている。The decorative panel 6 is formed of precast concrete, and has a fixing portion 4 formed of a nut portion to which a panel connecting bolt 10 set on the pedestal plate 3 is screwed, and the steel sheet pile 2 and the decorative panel 6 are formed at the upper end. Leakage prevention members 5 such as urethane foam for preventing leakage of the underwater concrete 7 filled from below the panel are attached to the lower ends, respectively.
【００２１】引き寄せ機構８は、図３および図４に示す
ように、鋼矢板２に取付けたリング金具11（アイボルト
でも良い。）と、このリング金具11の中に通したワイヤ
ー12と、図１に示すように、化粧パネル６に取付けられ
ており、ワイヤー12が接続されているリング金具13（フ
ックでも良い。）とからなっている。As shown in FIGS. 3 and 4, the pulling mechanism 8 includes a ring fitting 11 (may be an eyebolt) attached to the steel sheet pile 2, a wire 12 passed through the ring fitting 11, and FIG. As shown in FIG. 5, the ring 12 is attached to the decorative panel 6 and is connected to the wire 12 (a hook may be used).
【００２２】このような構成からなる護岸構造１を使用
して、護岸を施すには、次に述べるようにして行う。The revetment is applied by using the revetment structure 1 having such a configuration as follows.
【００２３】先ず、図２に示すように、溝型鋼９，台座
プレート３，リング金具11およびワイヤー12を取付ける
と共に、ワイヤー12を台座プレート３から上方の外部へ
出した状態の鋼矢板２を、護岸部の躯体として打ち込
む。First, as shown in FIG. 2, the steel sheet pile 2 in a state where the channel steel 9, the pedestal plate 3, the ring fitting 11 and the wire 12 are attached, and the wire 12 is extended out of the pedestal plate 3 to the outside. Driving as a shore protection structure.
【００２４】その後、図２に示すように、化粧パネル６
を、引き寄せ機構８であるリング金具13に接続したワイ
ヤー12によって、鋼矢板２へ引き寄せながら、図１に示
すような、下端の漏洩防止材５が水底面に当接する状態
となるまで吊り下ろす。Thereafter, as shown in FIG.
Is pulled down to the steel sheet pile 2 by the wire 12 connected to the ring fitting 13 as the pulling mechanism 8, and is suspended until the leak prevention member 5 at the lower end comes into contact with the water bottom as shown in FIG.
【００２５】このことで、護岸部の躯体として打込んだ
鋼矢板２の水面側前面に、化粧パネル６をセットする。Thus, the decorative panel 6 is set on the front surface on the water surface side of the steel sheet pile 2 that has been driven in as a frame of the seawall.
【００２６】次に、鋼矢板２の台座プレート３と化粧パ
ネル６の固定部４とを、図１に示すように、接続用ボル
ト10によって連結し、化粧パネル６の上端部を固定する
と共に、鋼矢板２と化粧パネル６とを接続するワイヤー
12を緊張することで、所定の箇所に化粧パネル６を設置
する。Next, as shown in FIG. 1, the pedestal plate 3 of the steel sheet pile 2 and the fixing portion 4 of the decorative panel 6 are connected by connecting bolts 10 to fix the upper end of the decorative panel 6, and Wire connecting steel sheet pile 2 and decorative panel 6
The tension panel 12 places the decorative panel 6 at a predetermined location.
【００２７】このワイヤー12の緊張に際しては、緊張し
すぎによる化粧パネル６における下端のねじれを誘発さ
せないように、鋼矢板２に当接するストッパーボルト14
を、化粧パネル６の所定位置に取付けておく。このスト
ッパーボルト14は、鋼矢板２との距離に合せて、その突
出長を調整できるようになっている。When the wire 12 is tensioned, a stopper bolt 14 which comes into contact with the steel sheet pile 2 so as not to induce twisting of the lower end of the decorative panel 6 due to excessive tension.
At a predetermined position on the decorative panel 6. The protrusion length of the stopper bolt 14 can be adjusted according to the distance from the steel sheet pile 2.
【００２８】また、このワイヤー12の緊張は、台座プレ
ート３の上に設置した緊張用桁15を介して、センターホ
ールジャッキ等（図示せず）で行う。そして、この緊張
用桁15には、ワイヤー12へ与えた緊張力が減少しないよ
うに、アンカーグリップ16が取付けられている。The wire 12 is tensioned by a center hole jack or the like (not shown) via a tension girder 15 installed on the pedestal plate 3. An anchor grip 16 is attached to the tension girder 15 so that the tension applied to the wire 12 does not decrease.
【００２９】なお、このようにして設置する時の、隣合
う両化粧パネル６の間の継手部は、図５に示すように、
オス・メス式の継ぎ手方式とする。この方式は、新たに
設置する化粧パネル６を、設置済みの化粧パネル６の継
手に沿わせるだけで、新たな化粧パネル６を、精度良
く、しかも容易に設置することができる。The joint between the two adjacent decorative panels 6 at the time of installation in this manner is, as shown in FIG.
Male-female joint method is used. According to this method, a new decorative panel 6 can be accurately and easily installed simply by making the newly installed decorative panel 6 follow the joint of the installed decorative panel 6.
【００３０】次に、化粧パネル６と鋼矢板２との間に、
化粧パネル６を捨て型枠として、水中コンクリート７を
打込む。なお、この時に、化粧パネル６の漏洩防止材５
によって、パネル下部からの水中コンクリート７の漏洩
を防止することができる。Next, between the decorative panel 6 and the steel sheet pile 2,
Using the decorative panel 6 as a disposal form, the underwater concrete 7 is driven. At this time, at this time, the leakage preventing material 5
Thereby, leakage of the underwater concrete 7 from the lower part of the panel can be prevented.
【００３１】また、隣合う両化粧パネル６におけるオス
・メス式の継手部は、この継手部からの水中コンクリー
ト７の漏洩経路を直線でなく複雑にすることができるの
で、漏洩防止効果を高くすることができる。さらに、図
５に示すように、オス継手の先端に、予め溝を設けてお
き、この溝に水膨張シール材17を貼付することで、より
一層の漏洩防止を図ることができる。The male / female joint between the adjacent decorative panels 6 can make the leakage path of the underwater concrete 7 from this joint not a straight line but a complicated one, thereby increasing the effect of preventing leakage. be able to. Further, as shown in FIG. 5, a groove is provided at the tip of the male joint in advance, and the water expansion seal material 17 is attached to this groove, whereby leakage can be further prevented.
【００３２】そして、これらのことで、この発明の護岸
構造の施工が完了することとなる。Then, the construction of the revetment structure of the present invention is completed.
【００３３】このように、この発明の護岸構造では、鋼
矢板２の打ち込み，化粧パネル６の吊り下ろし，鋼矢板
２の上端と化粧パネル６の上端との固定，化粧パネル６
のワイヤー12による鋼矢板２への引き寄せという、地上
または作業船上から行える工事のみで施工することがで
きる。As described above, in the revetment structure of the present invention, the steel sheet pile 2 is driven, the decorative panel 6 is suspended, the upper end of the steel sheet pile 2 is fixed to the upper end of the decorative panel 6, and the decorative panel 6 is fixed.
It can be constructed only by work that can be performed from the ground or on a work boat, that is, drawing to the steel sheet pile 2 by the wire 12.
【００３４】[0034]
【発明の効果】この発明の鋼矢板を用いた護岸構造によ
れば、作業が全て地上または作業船上から行え、水中作
業が不要となるので、潜水夫に代表される専門職が不要
とすることができる。また、作業が非常に安全で、作業
の効率化が図れると共に、工事費の低減および工期の短
縮を図ることができる。According to the revetment structure using steel sheet piles of the present invention, all work can be performed from the ground or on a work boat, and no underwater work is required, so that a profession represented by a diver is not required. Can be. In addition, work is very safe, work efficiency can be improved, and construction costs can be reduced and the construction period can be shortened.
【００３５】また、鋼矢板の前面に取付ける化粧パネル
によって、品質が安定し、断面厚の軽量化が図れると共
に、パネル表面に自由な景観性を容易に付加することが
でき、損傷または破壊した場合でも容易に取り換えるこ
とがでる。In addition, the decorative panel attached to the front of the steel sheet pile can stabilize the quality, reduce the thickness of the cross section, and easily add a free view to the panel surface. But it can be easily replaced.
【００３６】さらに、この化粧パネルは、１ピースの重
量が小さいため、使用機器，重機の小型化を図ることが
できると共に、水中コンクリート打設時の捨て型枠とし
ても用いられるために、型枠の組立てや取外しを行う従
来工法より、大幅な工期短縮となる。Further, since this decorative panel has a small weight of one piece, it is possible to reduce the size of equipment and heavy equipment to be used, and it is also used as a discarding mold when casting concrete in water. The construction period is greatly shortened compared to the conventional method of assembling and removing components.
【００３７】しかも、この化粧パネルは、鋼矢板に打ち
込み誤差があっても、直接、鋼矢板と接続するものでな
いために、十分調整することがでる。Moreover, even if the decorative panel has a driving error in the steel sheet pile, it is not directly connected to the steel sheet pile, so that the decorative panel can be adjusted sufficiently.
【図１】この発明の護岸構造を示す概略図である。FIG. 1 is a schematic view showing a revetment structure of the present invention.
【図２】この発明の護岸構造の施工状態を示す概略図で
ある。FIG. 2 is a schematic view showing a construction state of the seawall structure of the present invention.
【図３】この発明の護岸構造で用いる鋼矢板を示す概略
平面図である。FIG. 3 is a schematic plan view showing a steel sheet pile used in the revetment structure of the present invention.
【図４】図３のＡ−Ａ線矢視図である。FIG. 4 is a view taken along the line AA of FIG. 3;
【図５】この発明の護岸構造で用いる化粧パネルの継手
部を示す概略断面図である。FIG. 5 is a schematic sectional view showing a joint portion of a decorative panel used in the seawall structure of the present invention.
１…護岸構造、２…鋼矢板、３…台座プレート、４…固
定部、５…漏洩防止材、６…化粧パネル、７…水中コン
クリート、８…引き寄せ機構、９…溝型鋼、11…リング
金具、12…ワイヤー、13…リング金具、14…ストッパー
ボルト。DESCRIPTION OF SYMBOLS 1 ... Revetment structure, 2 ... Steel sheet pile, 3 ... Pedestal plate, 4 ... Fixed part, 5 ... Leak prevention material, 6 ... Decorative panel, 7 ... Underwater concrete, 8 ... Pulling mechanism, 9 ... Channel steel, 11 ... Ring fitting , 12 ... wire, 13 ... ring bracket, 14 ... stopper bolt.
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 平６−167011（ＪＰ，Ａ) 実開 昭58−1659（ＪＰ，Ｕ) 実開 平４−30127（ＪＰ，Ｕ) 実開 平４−33717（ＪＰ，Ｕ) (58)調査した分野(Int.Cl.6，ＤＢ名) E02B 3/04 - 3/10──────────────────────────────────────────────────続 き Continuation of the front page (56) References JP-A-6-167011 (JP, A) JP-A-58-1659 (JP, U) JP-A-4-30127 (JP, U) JP-A-4-167 33717 (JP, U) (58) Field surveyed (Int. Cl. 6 , DB name) E02B 3/04-3/10
Claims (1)
ことで造成される護岸構造において、 前記護岸部に躯体として配設されており、上端に台座プ
レートを有する鋼矢板と、この鋼矢板の水面側に配設さ
れており、上端部に前記台座プレートへの固定部が、下
端に水底面へ当接する漏洩防止材がそれぞれ設けられて
いる化粧パネルと、この化粧パネルを前記鋼矢板の水面
側へ配設する時に、化粧パネルを鋼矢板側に引き寄せて
支持する引き寄せ機構と、前記化粧パネルと前記鋼矢板
の間に充填されている水中コンクリートとを備えてなる
ことを特徴とする鋼矢板を用いた護岸構造。Claims: 1. A revetment structure formed by disposing steel sheet piles on a seawall or a riverbank, wherein the steel sheet pile is provided as a frame on the seawall and has a pedestal plate at an upper end; A decorative panel which is disposed on the water surface side of the steel sheet pile, has a fixing portion to the pedestal plate at an upper end portion, and a leakage preventing material which is in contact with a water bottom surface at a lower end portion; When disposed on the water surface side of the sheet pile, a drawing mechanism for drawing and supporting the decorative panel toward the steel sheet pile side, and comprising a submerged concrete filled between the decorative panel and the steel sheet pile. A revetment structure using steel sheet piles.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9426493A JP2852173B2 (en) | 1993-04-21 | 1993-04-21 | Seawall construction using steel sheet piles |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP9426493A JP2852173B2 (en) | 1993-04-21 | 1993-04-21 | Seawall construction using steel sheet piles |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06306832A JPH06306832A (en) | 1994-11-01 |
| JP2852173B2 true JP2852173B2 (en) | 1999-01-27 |
Family
ID=14105430
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP9426493A Expired - Lifetime JP2852173B2 (en) | 1993-04-21 | 1993-04-21 | Seawall construction using steel sheet piles |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2852173B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017089144A (en) * | 2015-11-05 | 2017-05-25 | 株式会社琉球技研 | Revetment structure by steel sheet pile |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2802612B2 (en) * | 1996-06-19 | 1998-09-24 | 西松建設株式会社 | Underwater formwork method |
| JP5634814B2 (en) * | 2010-10-06 | 2014-12-03 | 株式会社熊谷組 | Seawall construction method |
| JP5680441B2 (en) * | 2011-02-24 | 2015-03-04 | Ｃｒｓ株式会社 | Coated anticorrosion panel and revetment method using the anticorrosive panel |
| JP2017025585A (en) * | 2015-07-22 | 2017-02-02 | 株式会社 南組 | Repair construct of underwater wall surface of structure and repair method for the same |
-
1993
- 1993-04-21 JP JP9426493A patent/JP2852173B2/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2017089144A (en) * | 2015-11-05 | 2017-05-25 | 株式会社琉球技研 | Revetment structure by steel sheet pile |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH06306832A (en) | 1994-11-01 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN113529763A (en) | Method for constructing sea area shoal cushion cap by utilizing reinforced concrete combined steel cofferdam | |
| JP2852173B2 (en) | Seawall construction using steel sheet piles | |
| CN108425374B (en) | Integral construction method of steel suspension box cofferdam with tie beam dumbbell-shaped bearing platform under complex sea condition | |
| JPH07216844A (en) | Underwater framed structure and construction method thereof | |
| JP2001107319A (en) | Aseismic reinforcing method of pier and aseismic reinforced structure | |
| JP3395944B2 (en) | Underwater formwork method | |
| JPH11303087A (en) | Retaining wall using corrosion-resistant structure anchor | |
| CN217559183U (en) | Gas pipeline protection structure next to underground continuous wall | |
| JPH1054037A (en) | Coffering method and steel structural body therefor | |
| CN110374214A (en) | Finished product post-cast strip | |
| JP2000017645A (en) | Installation method of underwater structure | |
| CN212153427U (en) | Peripheral firm high accuracy zero interference weir mould body structure | |
| JP2001288725A (en) | Pile-type foundation structure and method for constructing the same | |
| KR102038370B1 (en) | Underwater structure cofferdam frame and installation method using cofferdam | |
| CN212336244U (en) | Ductile cast iron pipe water-carrying connection device | |
| JP3117385B2 (en) | Fixing method of steel pier and footing | |
| CN111379265A (en) | Peripherally-stabilized high-precision zero-interference weir-mold integrated structure and construction method thereof | |
| JPH03275809A (en) | Caisson structure | |
| JPH09296427A (en) | Structure in water area and construction method thereof | |
| CN110616742A (en) | Large-scale prefabricated part prestress construction drag reduction water tank and use method | |
| JPS5844802B2 (en) | Ganpekino hokiyoukohou | |
| CN116608324B (en) | Underground pipeline reinforcing structure below river-crossing bridge under tunnel construction | |
| JP3849234B2 (en) | Reinforced concrete underground outer wall construction method | |
| JP3168197B2 (en) | Caisson anchor structure and construction method | |
| CN216475027U (en) | Lattice column positioning and guiding device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 19981027 |
|
| 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 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20081113 Year of fee payment: 10 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20081113 Year of fee payment: 10 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20091113 Year of fee payment: 11 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20091113 Year of fee payment: 11 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20101113 Year of fee payment: 12 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20121113 Year of fee payment: 14 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20121113 Year of fee payment: 14 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20131113 Year of fee payment: 15 |
|
| EXPY | Cancellation because of completion of term |