JPS5944460B2 - Corrosion prevention construction method for steel sheet piles for bank protection - Google Patents
Corrosion prevention construction method for steel sheet piles for bank protectionInfo
- Publication number
- JPS5944460B2 JPS5944460B2 JP3921780A JP3921780A JPS5944460B2 JP S5944460 B2 JPS5944460 B2 JP S5944460B2 JP 3921780 A JP3921780 A JP 3921780A JP 3921780 A JP3921780 A JP 3921780A JP S5944460 B2 JPS5944460 B2 JP S5944460B2
- Authority
- JP
- Japan
- Prior art keywords
- steel sheet
- cement mortar
- construction method
- sheet piles
- corrosion
- 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
Links
- 238000010276 construction Methods 0.000 title claims description 17
- 229910000831 Steel Inorganic materials 0.000 title claims description 16
- 239000010959 steel Substances 0.000 title claims description 16
- 238000005536 corrosion prevention Methods 0.000 title 1
- 239000011083 cement mortar Substances 0.000 claims description 27
- 238000005260 corrosion Methods 0.000 claims description 20
- 238000002347 injection Methods 0.000 claims description 19
- 239000007924 injection Substances 0.000 claims description 19
- 238000005192 partition Methods 0.000 claims description 15
- 230000007797 corrosion Effects 0.000 claims description 10
- 238000009415 formwork Methods 0.000 claims description 9
- 239000011148 porous material Substances 0.000 claims description 5
- 239000004568 cement Substances 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 238000010790 dilution Methods 0.000 description 4
- 239000012895 dilution Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 244000025254 Cannabis sativa Species 0.000 description 1
- 235000012766 Cannabis sativa ssp. sativa var. sativa Nutrition 0.000 description 1
- 235000012765 Cannabis sativa ssp. sativa var. spontanea Nutrition 0.000 description 1
- 229920000742 Cotton Polymers 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 235000009120 camo Nutrition 0.000 description 1
- 235000005607 chanvre indien Nutrition 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 239000004567 concrete Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 239000003365 glass fiber Substances 0.000 description 1
- 239000011487 hemp Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 230000001590 oxidative effect Effects 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 238000000638 solvent extraction Methods 0.000 description 1
Landscapes
- Revetment (AREA)
Description
【発明の詳細な説明】
本発明は、河川や港湾等における岸壁が水流や波浪等の
影響で崩壊することを防ぐのを第一義にして、その岸壁
に沿って、端部接合状態で打設した護岸用鋼矢板が経時
的に酸化腐食するのを防止するために施工されるもので
、詳しくは、護岸用鋼矢板とその前面に沿って立設した
型枠との間の空間部にでメントモルタルを注入し硬化さ
せることにより前記鋼矢板に対する防食用壁を構成させ
る護岸用鋼矢板防食施工法に関する。Detailed Description of the Invention The present invention aims to prevent quay walls in rivers, ports, etc. from collapsing due to the influence of water currents, waves, etc. It is constructed to prevent the installed steel sheet piles for seawalls from oxidizing and corroding over time. Specifically, it is installed in the space between the steel sheet piles for seawalls and the formwork erected along the front side. The present invention relates to a corrosion protection construction method for steel sheet piles for bank protection, in which a corrosion protection wall for the steel sheet piles is constructed by injecting and hardening mento mortar.
従来のこの種の施工法は、第1図、第2図で概略示した
ように、護岸用鋼矢板01とその前面に立設した型枠0
2との間の空間部OAで、施工起点イ近くの位置に挿入
配置したホース06からセメントモルタルを所定の被覆
高さに達するまで盛り上げ注入したのち、その位置を空
間内セメントモルタルの傾斜下方向に順次移動し乍も施
工する手段が採られていたが、この従来施工法による場
合は、1回の注入に伴なってセメントモルタルの流動す
る範囲が図中t2で示すように相当に長(、そのセメン
トモルタルの流動中にこれが水と接触する時間が長(な
って、つまり、セメントモルタルと水との混合稀釈によ
って防食用壁の品質劣化、強度低下を生じ易く、加えて
、注入ホースの移動が手加減目分量であることも相俟っ
て、防食用壁をその全長に亘って均質化できず、局部的
に劣悪部分を生じていた。This type of conventional construction method, as shown schematically in Figures 1 and 2, consists of a steel sheet pile 01 for seawall and a formwork 0 erected in front of it.
In the space OA between 2 and 2, cement mortar is injected from the hose 06 inserted at a position near the construction starting point A until it reaches a predetermined covering height. However, in this conventional construction method, the range in which the cement mortar flows during one injection is quite long (as shown by t2 in the figure). During the flow of the cement mortar, it spends a long time in contact with water (in other words, the mixture dilution of cement mortar and water tends to deteriorate the quality and strength of the corrosion protection wall, and in addition, the injection hose Coupled with the fact that the movement was carried out in an arbitrary manner, the anti-corrosion wall could not be made homogeneous over its entire length, resulting in localized areas of poor quality.
本発明は、かかる実情に鑑み、極く簡単な事前工程を追
加するだけで、セメントモルタルと水との混合稀釈を抑
えて全長に亘って均質な高品質の防食用壁を構成できる
施工法を提案せんとする点に目的を有する。In view of these circumstances, the present invention has developed a construction method that can suppress the mixing dilution of cement mortar and water and construct a high-quality anti-corrosion wall that is homogeneous over the entire length by simply adding an extremely simple preliminary process. It has a purpose in what it proposes.
本発明による護岸用鋼矢板防食施工法は、冒記のものに
おいて、前記のセメントモルタル注入用空間部内に適当
間隔置きに多孔材料製の袋様体を設置し、その袋様体内
に先ずセメントモルタルを注入することにより隔壁を作
成したのち、その隔壁によって仕切られた単位注入空間
にセメントモルタルを注入する工程を順次繰返すことに
より前記隔壁を含めて一連の防食用壁を構成することを
乃特徴とする。In the steel sheet pile corrosion protection construction method for seawalls according to the present invention, bag-like bodies made of porous material are installed at appropriate intervals in the cement mortar injection space, and cement mortar is first poured into the bag-like bodies. A series of anti-corrosion walls including the partition walls are constructed by sequentially repeating the process of creating a partition wall by injecting cement mortar into a unit injection space partitioned by the partition wall. do.
即ち、本発明施工法は、長いセメントモルタル注入用空
間を隔壁によって単位長さ毎に仕切ることによって、注
入セメントモルタルの流動距離を短かいものに抑え、そ
のセメントモルタルの流動に伴なう水との混合稀釈を従
来に比べて著しく減少できる。That is, in the construction method of the present invention, by partitioning a long cement mortar injection space into units of length using partition walls, the flow distance of the poured cement mortar is kept short, and the water and water accompanying the flow of the cement mortar are kept short. The amount of mixing and dilution can be significantly reduced compared to the conventional method.
しかも、注入空間が比較的短かい仕切り空間であるから
、ホースによる注入作業が単純容易なものであり、注入
後のホース引上げに伴なうセメントモルタルの拡がりも
な(、作業面からも水との混合稀釈を十分に抑制できて
、品質の良い防食用壁をその全長に亘って均質な状態に
構成できる。Moreover, since the injection space is a relatively short partitioned space, the injection work using a hose is simple and easy, and there is no need to spread the cement mortar as the hose is pulled up after injection (and there is no need to worry about water leaking from the work surface). Mixing and dilution can be sufficiently suppressed, and a high-quality anticorrosion wall can be constructed in a homogeneous state over its entire length.
その上、前記隔壁として、多孔材料製の袋様体にセメン
トモルタルを注入して作成されたものを使用するので、
コンクリートブロック、或いは、型枠を用いる場合に比
べて経済面で有利である、或いは、極く簡単な事前工事
を行なうのみで作業性が良い利点を有するばかりでなく
、先行注入されたセメントモルタルとこれに相隣って後
続注入されたセメントモルタルとが前記袋様体の多数の
孔を介して、その内部のセメントモルタルと一体結合し
て、強度的にも、品質的にも一連の防食用壁を構成する
ことができ、将来において隔壁箇所が所期の防食性能上
の欠陥となる恐れがない。Moreover, since the partition wall is made by injecting cement mortar into a bag-like body made of porous material,
Not only is it economically advantageous compared to using concrete blocks or formwork, or has the advantage of good workability with only very simple preliminary work, but it also has the advantage of being easy to work with, as it requires pre-poured cement mortar. The cement mortar injected next to the bag-like body is integrally bonded with the cement mortar inside through the numerous holes in the bag-like body. There is no fear that the partition wall will become a defect in the desired corrosion protection performance in the future.
以上要するに、本発明は、極く簡単な事前工程を追加す
るのみで、全長に亘って均質な高品質の防食用壁を能率
良く施工できるに至ったのである。In summary, the present invention has made it possible to efficiently construct a high-quality anti-corrosion wall that is homogeneous over its entire length by simply adding a very simple preliminary process.
以下本発明施工法を、例示図に基づいて詳述すると、第
3図、第4図で概略水したように護岸用鋼矢板1とその
前面に沿って平行又はほぼ平行姿勢に立設した型枠2と
の間のセメントモルタル注入用空間部A内で、その長手
方向に適当間隔(約4〜6メートル)置いた箇所に、例
えば、サラシー木綿や麻などセメント粒子が通過するに
足りる範囲でできるだけ小さな多数孔を有する、つまり
、多孔材料製の袋様体4を、第5図で明示の如(前記鋼
矢板1に対し前記型枠2を碇着するためのボルト7に係
止保持させる状態に設置する。The construction method of the present invention will be described below in detail based on illustrative drawings. As shown in FIGS. 3 and 4, a type of steel sheet pile for seawall 1 and its front surface are erected in a parallel or almost parallel position. Within the cement mortar injection space A between the frame 2 and at appropriate intervals (approximately 4 to 6 meters) in the longitudinal direction, for example, use Sarashi cotton, hemp, etc., within a sufficient range for cement particles to pass through. A bag-like body 4 having as many holes as possible, that is, made of a porous material, is held by bolts 7 for anchoring the formwork 2 to the steel sheet pile 1, as shown in FIG. set in the state.
而して、施工起点イに最も近い袋様体4内に先ずセメン
トモルタルを所定被覆高さにまで注入することにより第
6図のような隔壁5を作成して単位注入空間aを仕切り
形成する。First, cement mortar is injected into the bag-like body 4 closest to the construction starting point A to a predetermined covering height to create a partition wall 5 as shown in FIG. 6 to form a unit injection space a. .
その後で前記袋様体4内のセメントモルタルが硬化する
までに、前記単位注入空間a内にそれの中央部に挿入配
置したホース6を通してセメントモルタルを注入してそ
の注入セメントモルタルの盛り上りについてホース6を
引上げる。After that, until the cement mortar in the bag-like body 4 hardens, cement mortar is injected into the unit injection space a through the hose 6 inserted into the center of the unit injection space a, and the hose Raise 6.
前記の単位注入空間aへのセメントモルタル注入が終了
したならば、それに近い袋様体4内に前記同様にセメン
トモルタルを注入して隔壁5を作成したのち、この隔壁
5と前者隔壁5との間の単位空間aVc−t=メントモ
ルタルを注入する。When the injection of cement mortar into the unit injection space a is completed, cement mortar is injected into the bag-like body 4 close to the unit injection space a in the same manner as described above to create the partition wall 5, and then the partition wall 5 and the former partition wall 5 are connected. The unit space between aVc-t = ment mortar is injected.
以上の工程を第4図矢符の方向に順次繰返すことにより
、前記各隔壁5を含めて第7図で示すように一連の防食
用壁3を構成するものである。By sequentially repeating the above steps in the direction of the arrow in FIG. 4, a series of anti-corrosion walls 3 including the partition walls 5 are constructed as shown in FIG. 7.
尚、上記施工法の実施にあたって、前記型枠2として、
ガラス繊維補強セメントモルタルのものを用いて、これ
と前記防食用壁3との複合壁を構成することによって、
防食効果の増進はもとより、その防食壁の耐久性を著し
く増進できる効果がある。In addition, in carrying out the above construction method, as the formwork 2,
By using glass fiber reinforced cement mortar and constructing a composite wall of this and the anti-corrosion wall 3,
This has the effect of not only increasing the anti-corrosion effect but also significantly increasing the durability of the anti-corrosion wall.
また、前記袋様体4の設置については、型枠2組立時に
同時に設置するのが望ましいが、各単位空間への注入前
にいちいち設置するも良い。Further, regarding the installation of the bag-like body 4, it is desirable to install it at the same time when the formwork 2 is assembled, but it is also possible to install it one by one before pouring into each unit space.
図面は本発明に係る護岸用鋼矢板防食施工法の実施例を
例示し、第1図、第2図は従来施工法を説明するための
概略平面図と概略正面図、第3図、第4図は本発明施工
法を説明するための概略平面図と概略正面図、第5図乃
至第7図は工程順で示した要部の拡大横断平面図である
。
1・・・・・・護岸用鋼矢板、2・・・・・・型枠、3
・・・・・・防食壁、4・・・・・・多孔材料製袋様体
、5・・・・・・隔壁、A・・・・・・モルタル注入用
空間部、a・・・・・・単位注入空間。The drawings illustrate an example of the anti-corrosion construction method for steel sheet piles for seawalls according to the present invention, and FIGS. 1 and 2 are a schematic plan view and a schematic front view for explaining the conventional construction method, and FIGS. 3 and 4 The figures are a schematic plan view and a schematic front view for explaining the construction method of the present invention, and FIGS. 5 to 7 are enlarged cross-sectional plan views of main parts shown in the order of steps. 1...Steel sheet pile for seawall, 2...Formwork, 3
... Corrosion protection wall, 4 ... Porous material bag-like body, 5 ... Partition wall, A ... Space for mortar injection, a ... ...Unit injection space.
Claims (1)
との間の空間部AKセメントモルタルを注入し硬化させ
ることにより前記鋼矢板1に対する防食用壁3を構成さ
せる護岸用鋼矢板防食施工法であって、前記のセメント
モルタル注入用空間部A内に適当間隔置きに多孔材料製
の袋様体4を設置し、その袋様体4内に先ずセメントモ
ルタルを注入することにより隔壁5を作成したのち、そ
の隔壁5によって仕切られた単位注入空間aにセメント
モルタルを注入する工程を順次繰返すことにより、前記
隔壁5を含めで一連の防食用壁3を構成することを特徴
とする護岸用鋼矢板防食施工法。 2 前記型枠2として、′方うス繊維補強セメント製の
ものを使用することを特徴とする特許請求の範囲第4項
に記載の護岸用鋼矢板防食施工法。[Claims] 1. Steel sheet pile 1 for seawall and formwork 2 erected along its front surface.
A corrosion protection construction method for steel sheet piles for revetment in which a corrosion protection wall 3 for the steel sheet pile 1 is constructed by injecting and hardening cement mortar in the space A between the cement mortar injection space A. Bag-like bodies 4 made of porous material are installed at appropriate intervals, and partition walls 5 are created by first injecting cement mortar into the bag-like bodies 4, and then a unit injection space a partitioned by the partition walls 5 is filled with A corrosion protection construction method for steel sheet piles for bank protection, characterized in that a series of corrosion protection walls 3 including the partition walls 5 are constructed by sequentially repeating the step of injecting cement mortar. 2. The anti-corrosion construction method for steel sheet piles for bank protection according to claim 4, characterized in that the formwork 2 is made of square fiber-reinforced cement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3921780A JPS5944460B2 (en) | 1980-03-26 | 1980-03-26 | Corrosion prevention construction method for steel sheet piles for bank protection |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP3921780A JPS5944460B2 (en) | 1980-03-26 | 1980-03-26 | Corrosion prevention construction method for steel sheet piles for bank protection |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS56135610A JPS56135610A (en) | 1981-10-23 |
| JPS5944460B2 true JPS5944460B2 (en) | 1984-10-30 |
Family
ID=12546964
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP3921780A Expired JPS5944460B2 (en) | 1980-03-26 | 1980-03-26 | Corrosion prevention construction method for steel sheet piles for bank protection |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5944460B2 (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS58185641U (en) * | 1982-06-07 | 1983-12-09 | 大東興業株式会社 | Corrosion protection cover for steel sheet piles |
| FR2780424A1 (en) * | 1998-06-29 | 1999-12-31 | Bouygues Sa | Vertical reinforced concrete wall cast in situ in ground |
| CN103669420B (en) * | 2013-12-18 | 2016-03-09 | 福建瓮福蓝天氟化工有限公司 | The construction method of a kind of fluorine chemical enterprise antiseepage anti-corrosion basic |
| CN104846850B (en) * | 2015-04-07 | 2017-01-11 | 中交四航工程研究院有限公司 | Steel sheet pile protection system for tidal range area and water level fluctuation area and construction method thereof |
| CN105442495B (en) * | 2015-11-19 | 2017-12-29 | 浙江桐砚建筑规划设计有限公司 | A kind of SCL antiseepage films are used for the construction method that water dyke oozes |
| US11274411B2 (en) * | 2018-07-10 | 2022-03-15 | Edelman Projects Pty Ltd | Wall protection assembly |
-
1980
- 1980-03-26 JP JP3921780A patent/JPS5944460B2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS56135610A (en) | 1981-10-23 |
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