JP4081784B2 - Form for water bottom structure construction and water bottom embankment method using the form - Google Patents

Form for water bottom structure construction and water bottom embankment method using the form Download PDF

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Publication number
JP4081784B2
JP4081784B2 JP36645698A JP36645698A JP4081784B2 JP 4081784 B2 JP4081784 B2 JP 4081784B2 JP 36645698 A JP36645698 A JP 36645698A JP 36645698 A JP36645698 A JP 36645698A JP 4081784 B2 JP4081784 B2 JP 4081784B2
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Japan
Prior art keywords
water
water injection
formwork
injection part
mold
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JP36645698A
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JP2000192461A (en
Inventor
省三 池田
勝治 中島
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Penta Ocean Construction Co Ltd
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Penta Ocean Construction Co Ltd
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Description

【0001】
【発明の属する技術分野】
本発明は、流動性のある浚渫土砂にセメント等の固化材を添加したものやコンクリート等の流動性固化処理材をもって水底に構造物を築造する際に使用する水底構造物造成用型枠及び該型枠を使用した水底盛土工法に関する。
【0002】
【従来の技術】
従来、コンクリートや、浚渫土にセメントなどの固化材を添加したものなどの流動性固化処理材を使用し、水底に盛土や堤体などの構造物を築造する際には、固化処理材の打設に先立って、水底に鋼製型枠を組み、その中に固化処理材を充填し、その固化後に型枠を取り外している。
【0003】
【発明が解決しようとする課題】
このような工法では、予め組み立てた型枠をクレーンにて水底の設置個所に吊り下すか、潜水作業により水底にて組み立ているが、何れの場合も、型枠の取り外しは潜水夫によらざるを得ず、その作業に多大の労力を要していた。
【0004】
また、鋼製型枠は、重量が大きく、水上のクレーン操作と水底作業との連携が面倒であり、しかも大型のクレーンを必要とする等の問題があった。本発明はこのような従来の問題に鑑み、水底における型枠組み立て及びその取り外しの作業を、少ない潜水作業によって容易に行うことができる水底構造物造成用型枠及び該型枠を使用した水底盛土工法の提供を目的としてなされたものである。
【0005】
【課題を解決するための手段】
上述の如き従来の問題を解決し、所期の目的を達成するための本発明に係る水底構造物造成用型枠の特徴は、ゴム、合成ゴム等の柔軟性材料をもって形成され、1若しくは複数の中空筒状をした密閉性を有する注水部を一体に有し、該注水部には開閉可能な注水口が備えられ、該注水口から注水部に水を充填することによって該注水部が膨張し、所定形状に拡開するとともに型枠としての保形性が発揮される1又は複数の型枠材にて構成されることにある。
【0006】
尚、型枠材の下部に浮上防止用の錘を取り付けて移動を防止し、また、複数の型枠材を上下配置に互いに連結して型枠としてもよい。更に、型枠材をもってトンネル状若しくはドーム状に成形され、それら内部を流動性固化処理材充填部としてもよい。
【0007】
本発明に係る流動性固化処理土による水底盛土工法の特徴は、ゴム、合成ゴム等の柔軟性材料をもって形成され、1若しくは複数の中空筒状をした密閉性を有する注水部を一体に有し、該注水部には開閉可能な注水口が備えられ、該注水口から注水部に水を充填することによって該注水部が膨張し、所定形状に拡開するとともに型枠としての保形性が発揮される1又は複数の型枠材にて構成される型枠を水底に沈め、前記注水部に注水して所望の型枠を形成させ、該型枠によって仕切られた内部に、浚渫土などの流動性土砂に固化材を添加した流動性固化処理材を充填し、該固化処理材に一定の強度が発現された後、前記型枠材の注水部内の水を抜き、該型枠を除去することにあり、型枠は拡開時にドーム状若しくはトンネル状となるものも使用できる。
【0008】
【発明の実施の形態】
次に本発明の実施の形態を図面について説明する。図1、図2は本発明の第一実施形態の型枠材を示しており、この型枠材1は全体がゴム若しくは合成ゴムを主体とした柔軟性材料をもって成形され、長方形状をした板状部11の幅方向の中央位置に、長手方向に向けて密閉性を有する注水部12を一体に有しており、この注水部12には、開閉弁(図示せず)付きの開閉可能な注水口13が備えられ、該注水口から注排水できるようになっている。
【0009】
この型枠材1は、注水部12に注水してない状態では折り畳み自在な平板状をしており、注水部12に水を加工して充填することによって、図2仮線で示すように注水部12が膨張し、所定の形状に拡開して型枠としての保形成を持つようになっている。この型枠材1それ自体を1個の型枠とし、またはこれを複数組み合わせて型枠とする。
【0010】
このように構成される型枠材1を使用して水底盛土を形成するに際しては、例えば図3に示すように複数の型枠材1,1……を上下にボルト等の固着具を使用して互いに連結して必要な高さの型枠2となし、これを図5に示すように水底3の盛土造成部の周縁を囲む配置に設置し、その内側に、トレミー管B等の水底打設装置を使用して流動性固化処理材Aを打設する。
【0011】
流動性固化処理材Aは、一例として含水率が比較的高く、流動性のある浚渫土砂にセメントなどの固化材を添加したものを使用する。尚、水底の所定位置に停止させるため、図3に示すように各型枠材1の下側に鋼製のチェーンからなるアンカー14を取り付け、水底の所定の位置に設置する。
【0012】
尚、型枠材1は、1つの流水部12を持つものの他、図4に示すように、一枚の板状部11の幅方向に複数本の注水部12,12……を設けて必要な高さに形成してもよい。この場合、各注水部12にはそれぞれ別々に注水口別個に設けてもよく、各注水部を互いに連通させておき、1個所の注水口から注排水させるようにしてもよい。
【0013】
また、水底盛土の造成に際しては、前述した型枠材を使用し、図6に示すようにトンネル状の型枠4を水底に設置するとともに該トンネル両端を端部閉鎖シート5によって閉鎖し、そのトンネル内を流動性固化処理材の充填部6となし、該トンネル内にトレミー管Bの下端を挿入して流動性固化処理材Aを充填し、堤状の盛土を形成する。
【0014】
尚、この場合トンネル状の型枠4の材料は前述と同様であり、その組み立ては、図6に示すようにトンネル周方向に複数の注水部12を一体に成形したものであってもよく、図には示してないが、1若しくは複数の注水部を有する型枠材を幅方向に連結したものであってもよい。
【0015】
図7、図8は本発明によるドーム状の型枠7を示しており、拡開状態の時、略半球状となるシート状部71に、注水時に半球状の一部を構成する注水部12,12……を一体化しておき、注水部12に注水しない状態で水底に沈め、各注水部注水して膨張させることによってシート状部71をドーム状に拡開させることによってドーム状を維持される用になっている。尚、この型枠の材料はアンカー14を使用する点は前述と同様である。
【0016】
このようにして拡開された型枠7内の充填部に、前述と同様にトレミー管Bの下端を挿入して流動性固化処理材Aを打設し、該集面がドーム状の盛土を形成する。
【0017】
尚、このドーム状の型枠は、全体を予め一体化した略半球状の型枠材を使用してもよく、また、半球状を複数に分割した形状の型枠材を互いに連結して構成させてもよい。
【0018】
上述した各実施形態において、型枠内に流動性固化処理材を充填し、形成された盛土が固化した後における脱型は、各注水部の水を強制的に若しくは自然に抜くことによって注水部が縮小し、保形成をなくした状態とした後、盛土から引き剥がす。
【0019】
また、上述した各型枠は、上述の如き盛土の成形の他、コンクリート打設用の型枠としても使用することができる。
【0020】
【発明の効果】
上述のように、本発明においては、ゴム、合成ゴム等の柔軟性材料をもって形成され、1若しくは複数の中空筒状をした密閉性を有する注水部を一体に有し、該注水部には開閉可能な注水口が備えられ、該注水口から注水部に水を充填することによって該注水部が膨張し、所定形状に拡開するとともに型枠としての保形性が発揮される1又は複数の型枠材にて型枠を構成したことによって、水底への型枠の搬入が容易になり、水の注入によって所定の形状に展開されるため、水底での型枠の設置作業がクレーンなどの作業機の支援なしに可能となる。また脱型時には、注水部内の水を抜くことによって容易に剥離でき、潜水夫による水中作業が容易になる。
【0021】
また、型枠材の下部に浮上防止用の錘を取り付けることにより型枠の水底での移動を容易に防止できる。
【0022】
更に、型枠材をもってトンネル状若しくはドーム状に成形させる、それら内部を流動性固化処理材充填部とすることにより、水底に打設した流動性固化処理材の拡散を有効に防止しつつ盛土やコンクリート構造物の構築ができる。
【図面の簡単な説明】
【図1】 本発明の型枠に使用する型枠材の一例の正面図である。
【図2】 同上の縦断面図である。
【図3】 同上の型枠材を組み立てた型枠の一例を示す縦断面図である。
【図4】 本発明の型枠に使用する型枠材の他の例の部分縦断斜視図である。
【図5】 本発明に係る盛土工法の一例の部分縦断斜視図である。
【図6】 本発明に係る盛土工法の他の例の斜視図である。
【図7】 本発明に係る盛土工法の更に他の例の平面図である。
【図8】 同縦断面図である。
【符号の説明】
A 流動性固化処理材
B トレミー管
1 型枠材
2 型枠
3 水底
4 型枠
5 端部閉鎖シート
6 充填部
7 型枠
11 板状部
12 注水部
13 注水口
14 アンカー
71 シート状部
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a form for forming a bottom structure for use in constructing a structure on the bottom of a water by adding a solidifying material such as cement to fluid dredged sand or a fluidized solidifying material such as concrete. The present invention relates to a submerged embankment method using a formwork.
[0002]
[Prior art]
Conventionally, when using a fluidized solidifying material such as concrete or a solidified material such as cement added to dredged soil and constructing a structure such as embankment or embankment on the bottom of the water, the solidified material is applied. Prior to installation, a steel mold is assembled on the bottom of the water, a solidified material is filled therein, and the mold is removed after the solidification.
[0003]
[Problems to be solved by the invention]
In such a construction method, a pre-assembled formwork is hung from a place where the bottom of the water is installed by a crane or is assembled at the bottom of the sea by diving work, but in either case, the formwork can be removed by a diver. In other words, the work required a great deal of labor.
[0004]
In addition, the steel mold has a problem that it is heavy, the cooperation between the crane operation on the water and the bottom operation is troublesome, and a large crane is required. In view of such a conventional problem, the present invention is a water bottom structure forming mold that can be easily assembled and removed from the water bottom by a small amount of diving work, and a water bottom embankment using the mold. It was made for the purpose of providing construction methods.
[0005]
[Means for Solving the Problems]
In order to solve the conventional problems as described above and achieve the intended purpose, the water bottom structure forming form according to the present invention is characterized by one or a plurality of forms formed of a flexible material such as rubber or synthetic rubber. The water injection part has a hollow cylindrical shape and has a sealing property, and the water injection part is provided with a water inlet that can be opened and closed, and the water injection part is expanded by filling the water injection part from the water injection part. In addition, it is constituted by one or a plurality of mold materials that expand into a predetermined shape and exhibit shape retention as a mold .
[0006]
In addition, a weight for preventing ascent is attached to the lower part of the mold material to prevent the movement, and a plurality of mold material may be connected to each other in a vertical arrangement to form a mold. Furthermore, it is good also as a tunnel shape or a dome shape with a formwork material, and making the inside into a fluidized solidification processing material filling part.
[0007]
The feature of the water bottom embankment method using the fluidized solidified soil according to the present invention is that it is formed of a flexible material such as rubber, synthetic rubber, etc., and has one or a plurality of hollow cylindrical water injection portions having a sealing property. The water injection part is provided with a water inlet that can be opened and closed, and when the water injection part is filled with water from the water inlet , the water injection part expands and expands into a predetermined shape and has shape retention as a mold. A formwork composed of one or a plurality of formwork materials to be exhibited is submerged in the bottom of the water, and water is poured into the water injection portion to form a desired formwork. After filling the fluidized soil with a fluidized solidified material with the addition of a solidifying material, and after the solidified material exhibits a certain strength, the water in the water injection portion of the mold material is drained and the mold is removed. The formwork may be dome-shaped or tunnel-shaped when expanded You can use.
[0008]
DETAILED DESCRIPTION OF THE INVENTION
Next, embodiments of the present invention will be described with reference to the drawings. 1 and 2 show a mold member of a first embodiment of the present invention, and this mold member 1 is formed of a flexible material mainly composed of rubber or synthetic rubber, and is a rectangular plate. A water injection part 12 having a sealing property in the longitudinal direction is integrally provided at the center of the width part 11 in the width direction, and the water injection part 12 can be opened and closed with an open / close valve (not shown). A water inlet 13 is provided so that water can be poured from the water inlet.
[0009]
The mold material 1 has a flat plate shape that is foldable in a state where water is not poured into the water injection section 12. Water is poured into the water injection section 12 as shown by the provisional line in FIG. The portion 12 expands and expands into a predetermined shape so as to have a protective form as a mold . This formwork material 1 itself is used as one formwork, or a combination of a plurality of them is used as a formwork.
[0010]
When forming the bottom embankment using the mold material 1 configured as described above, for example, as shown in FIG. 3, a plurality of mold materials 1, 1... Are connected to each other to form a mold 2 having a required height, and is installed in a position surrounding the periphery of the embankment forming portion of the bottom 3 as shown in FIG. The fluidized solidified material A is placed using an installation device.
[0011]
As the fluidized solidified material A, for example, a material obtained by adding a solidified material such as cement to dredged soil having a relatively high water content and fluidity is used. In order to stop at a predetermined position on the bottom of the water, an anchor 14 made of a steel chain is attached to the lower side of each formwork 1 as shown in FIG. 3 and installed at a predetermined position on the bottom of the water.
[0012]
In addition to the one having the flowing water portion 12, the mold material 1 is required to have a plurality of water injection portions 12, 12,... In the width direction of one plate-like portion 11 as shown in FIG. You may form in the height. In this case, each of the water injection sections 12 may be provided separately from each of the water injection openings, or the respective water injection sections may be communicated with each other and poured from one water injection opening.
[0013]
Further, when forming the bottom embankment, the above-mentioned formwork material is used. As shown in FIG. 6, the tunnel-like formwork 4 is installed on the bottom of the water and both ends of the tunnel are closed by the end closing sheets 5, The tunnel is formed with a fluidized solidified material filling portion 6, and the lower end of the tremy pipe B is inserted into the tunnel to fill the fluidized solidified material A, thereby forming a bank-like embankment.
[0014]
In this case, the material of the tunnel-shaped form 4 is the same as that described above, and the assembly may be one in which a plurality of water injection portions 12 are integrally formed in the circumferential direction of the tunnel as shown in FIG. Although not shown in the figure, a mold member having one or a plurality of water injection portions may be connected in the width direction.
[0015]
FIGS. 7 and 8 show a dome-shaped form 7 according to the present invention, and a water injection portion 12 that forms a part of a hemisphere when water is poured into a sheet-like portion 71 that is substantially hemispherical when expanded. , 12... Are integrated, submerged in the water bottom without injecting water into the water injection part 12, and the dome shape is maintained by expanding the sheet-like part 71 into a dome shape by injecting and expanding each of the water injection parts. It is for use. The material of this mold is the same as described above in that the anchor 14 is used.
[0016]
In the same way as described above, the lower end of the tremmy tube B is inserted into the filling portion in the mold 7 that has been expanded in this manner, and the fluidized solidified material A is placed, and the collecting surface has a dome-shaped embankment. Form.
[0017]
The dome-shaped formwork may be formed by using a substantially hemispherical formwork material that is preliminarily integrated as a whole, and is formed by connecting the formwork materials having a shape obtained by dividing the hemisphere into a plurality of parts. You may let them.
[0018]
In each of the above-described embodiments, the mold is filled with a fluidized solidification treatment material, and demolding after the formed embankment has solidified is performed by forcibly or naturally withdrawing water from each water injection section. After shrinking and eliminating the preservative formation, it is peeled off from the embankment.
[0019]
Moreover, each form mentioned above can be used also as a formwork for concrete placement other than shaping | molding of embankment as mentioned above.
[0020]
【The invention's effect】
As described above, in the present invention, the water injection portion is formed of a flexible material such as rubber or synthetic rubber, and has one or a plurality of hollow cylinders having a sealing property, and the water injection portion is opened and closed. One or a plurality of water injection ports are provided , the water injection portion expands by filling water from the water injection port to the water injection portion, expands into a predetermined shape, and exhibits shape retention as a mold. By configuring the formwork with the formwork material , it becomes easy to carry the formwork into the bottom of the water, and it is deployed into a predetermined shape by injecting water. This is possible without the support of a work machine. Moreover, at the time of mold removal, it can peel easily by draining the water in a water injection part, and the underwater operation by a diver becomes easy.
[0021]
Further, by attaching a weight for preventing levitation to the lower part of the formwork material, the movement of the formwork at the water bottom can be easily prevented.
[0022]
Furthermore, by forming the mold material into a tunnel shape or a dome shape, and making the inside into a fluidized solidified material filling portion, while effectively preventing diffusion of the fluidized solidified material placed on the bottom of the water, Construction of concrete structures is possible.
[Brief description of the drawings]
FIG. 1 is a front view of an example of a formwork material used for a formwork of the present invention.
FIG. 2 is a longitudinal sectional view of the above.
FIG. 3 is a longitudinal sectional view showing an example of a mold formed by assembling the same mold material.
FIG. 4 is a partially longitudinal perspective view of another example of a mold material used for the mold of the present invention.
FIG. 5 is a partially longitudinal perspective view of an example of the embankment method according to the present invention.
FIG. 6 is a perspective view of another example of the embankment method according to the present invention.
FIG. 7 is a plan view of still another example of the embankment method according to the present invention.
FIG. 8 is a longitudinal sectional view of the same.
[Explanation of symbols]
A Fluidity solidification treatment material B Tremy tube 1 Formwork material 2 Formwork 3 Water bottom 4 Formwork 5 End closing sheet 6 Filling part 7 Formwork 11 Plate-like part 12 Water-injecting part 13 Water-injecting port 14 Anchor 71 Sheet-like part

Claims (7)

ゴム、合成ゴム等の柔軟性材料をもって形成され、1若しくは複数の中空筒状をした密閉性を有する注水部を一体に有し、該注水部には開閉可能な注水口が備えられ、該注水口から注水部に水を充填することによって該注水部が膨張し、所定形状に拡開するとともに型枠としての保形性が発揮される1又は複数の型枠材にて構成される水底構造物造成用型枠。 A water injection part that is formed of a flexible material such as rubber or synthetic rubber and has one or a plurality of hollow cylindrical shapes and has a sealing property, and the water injection part is provided with a water injection port that can be opened and closed. A water bottom structure composed of one or a plurality of mold materials that expands into a predetermined shape by filling water into the water injection portion from the water inlet and expands into a predetermined shape and exhibits shape retention as a mold. Formwork form. 型枠材の下部に浮上防止用の錘を取り付けてなる請求項1に記載の水底構造物造成用型枠。  The formwork for water bottom structure construction according to claim 1, wherein a weight for preventing floating is attached to a lower part of the formwork material. 複数の型枠材を上下配置に互いに連結してなる請求項1若しくは2に記載の水底構造物造成用型枠。  The formwork for water bottom structure construction according to claim 1 or 2, wherein a plurality of formwork members are connected to each other in a vertical arrangement. ゴム、合成ゴム等の柔軟性材料をもって形成され、1若しくは複数の中空筒状をした密閉性を有する注水部を一体に有し、該注水部には開閉可能な注水口が備えられ、該注水口から注水部に水を充填することによって該注水部が膨張し、所定形状に拡開するとともに型枠としての保形性が発揮される1又は複数の型枠材をもってトンネル状に成形され、そのトンネル状の内部を流動性固化処理材充填部としてなる水底構造物造成用型枠。 A water injection part that is formed of a flexible material such as rubber or synthetic rubber and has one or a plurality of hollow cylindrical shapes and has a sealing property, and the water injection part is provided with a water injection port that can be opened and closed. Filling the water injection part with water from the water inlet expands the water injection part, expands into a predetermined shape, and is shaped into a tunnel with one or more mold materials that exhibit shape retention as a mold, A formwork for creating a water bottom structure in which the tunnel-shaped interior serves as a fluidized solidification material filling portion. ゴム、合成ゴム等の柔軟性材料をもって形成され、1若しくは複数の中空筒状をした密閉性を有する注水部を一体に有し、該注水部には開閉可能な注水口が備えられ、該注水口から注水部に水を充填することによって該注水部が膨張し、所定形状に拡開するとともに型枠としての保形性が発揮される1又は複数の型枠材をもってドーム状に成形され、そのドーム状の内部を流動性固化処理材充填部としてなる水底構造物造成用型枠。 A water injection part that is formed of a flexible material such as rubber or synthetic rubber and has one or a plurality of hollow cylindrical shapes and has a sealing property, and the water injection part is provided with a water injection port that can be opened and closed. Filling the water injection part with water from the water inlet expands the water injection part, expands into a predetermined shape and is molded into a dome shape with one or a plurality of mold materials that exhibit shape retention as a mold, Form for forming a water bottom structure in which the inside of the dome is used as a fluidized solidification material filling portion. ゴム、合成ゴム等の柔軟性材料をもって形成され、1若しくは複数の中空筒状をした密閉性を有する注水部を一体に有し、該注水部には開閉可能な注水口が備えられ、該注水口から注水部に水を充填することによって該注水部が膨張し、所定形状に拡開するとともに型枠としての保形性が発揮される1又は複数の型枠材にて構成される型枠を水底に沈め、前記注水部に注水して所望の型枠を形成させ、該型枠によって仕切られた内部に、浚渫土などの流動性土砂に固化材を添加した流動性固化処理材を充填し、該固化処理材に一定の強度が発現された後、前記型枠材の注水部内の水を抜き、該型枠を除去することを特徴としてなる流動性固化処理土による水底盛土工法。 A water injection part that is formed of a flexible material such as rubber or synthetic rubber and has one or a plurality of hollow cylindrical shapes and has a sealing property, and the water injection part is provided with a water injection port that can be opened and closed. Forming of one or a plurality of formwork materials in which the water injection part expands by filling water into the water injection part from the water inlet , expands into a predetermined shape and exhibits shape retention as a formwork Is poured into the water injection section to form a desired formwork, and the inside of the partition partitioned by the formwork is filled with a fluidized solidification treatment material in which a solidification material is added to fluid soil such as clay. And after a fixed intensity | strength is expressed to this solidification processing material, the water bottom embankment method by the fluidized solidification processing soil characterized by draining the water in the water injection part of the said formwork material, and removing this formwork. 前記型枠材にて内部を盛土部とし拡開時にドーム状若しくはトンネル状となる型枠を水底に設置し、該型枠内に、流動性固化処理材を充填する請求項6に記載の流動性固化処理土による水底盛土工法。 The flow according to claim 6, wherein a mold that becomes a dome-like shape or a tunnel-like shape at the time of spreading is installed on the water bottom with the embedding portion of the mold material, and the fluidized solidification processing material is filled in the mold. Water bottom embankment method using soil that has been solidified.
JP36645698A 1998-12-24 1998-12-24 Form for water bottom structure construction and water bottom embankment method using the form Expired - Lifetime JP4081784B2 (en)

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