JPH06285839A - Manufacture of pontoon using foam molded product - Google Patents
Manufacture of pontoon using foam molded productInfo
- Publication number
- JPH06285839A JPH06285839A JP11358093A JP11358093A JPH06285839A JP H06285839 A JPH06285839 A JP H06285839A JP 11358093 A JP11358093 A JP 11358093A JP 11358093 A JP11358093 A JP 11358093A JP H06285839 A JPH06285839 A JP H06285839A
- Authority
- JP
- Japan
- Prior art keywords
- molded product
- float
- concrete
- pontoon
- mold
- 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.)
- Pending
Links
Landscapes
- Bridges Or Land Bridges (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、水上に係留して船舶の
接岸や荷役に使用する浮凾の製作方法に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of manufacturing a float which is moored on water and used for docking and cargo handling of ships.
【0002】[0002]
【従来の技術】従来の技術においては、共に鋼製又は木
製の外型枠と内型枠を使用して浮凾を製作する方法が使
用されている。2. Description of the Related Art In the prior art, a method of manufacturing a float using an outer mold and a inner mold both made of steel or wood is used.
【0003】[0003]
【発明が解決しようとする課題】従来の浮凾の製作方法
にあっては、底版の上に、共に鋼製又は木製の外型枠と
内型枠で浮凾の形態を製作して、該外型枠と該内型枠で
挟まれた空間内に、鉄筋・鉄骨・プレキャストコンクリ
ート・プレストレスシースを組み、コンクリートを流し
込み、該コンクリートが硬化した後に、該内型枠を解体
して浮凾の上面に位置する狭まい開口部から搬出するた
め、該内型枠の組立・該内型枠の解体に、費用と工期を
要するという問題点を有した。SUMMARY OF THE INVENTION In the conventional method for manufacturing a float, a float form is manufactured on a bottom slab by an outer mold and an inner mold both made of steel or wood. In the space sandwiched between the outer mold and the inner mold, rebar, steel frame, precast concrete, and prestressed sheath are assembled, concrete is poured, and after the concrete is hardened, the inner mold is dismantled and floated. Since it is carried out from the narrow opening located on the upper surface of the above, there is a problem in that assembling and disassembling the inner formwork requires cost and construction period.
【0004】従来の浮凾にあっては、長年月の使用後
に、水に接した該浮凾の躯体に、微細な亀裂が発生して
浸水する危険性がかなり高いという問題点を有した。The conventional float has a problem that after a long period of use, the skeleton of the float that is in contact with water has a very high risk of causing minute cracks and flooding.
【0005】本発明は、内型枠の組立・解体に要する費
用の低減と工期の短縮を図る、優れた浮凾の製作方法を
提供することを目的としている。It is an object of the present invention to provide an excellent method for manufacturing a float, which can reduce the cost required for assembling / disassembling the inner formwork and shorten the construction period.
【0006】本発明は、長い年月の使用により浮凾の躯
体に発生する恐れのある微細な亀裂から浮凾の漏水・浸
水の事故等を阻止する作用を有する、優れた浮凾の製作
方法を提供することを目的としている。The present invention is a method of manufacturing an excellent float, which has an action of preventing accidents such as water leakage and inundation of the float from minute cracks that may occur in the body of the float after long-term use. Is intended to provide.
【0007】[0007]
【課題を解決するための手段及び作用】上記目的を達成
するために、本発明における内型枠2は、予め別の工場
で規格の型枠の内部に発泡剤を封入して製作された後
に、取り出された発泡成形品が使用される。In order to achieve the above-mentioned object, the inner formwork 2 in the present invention is manufactured by previously enclosing a foaming agent inside a standard formwork in another factory. The foamed molded product taken out is used.
【0008】平滑に整正した基盤に合板・路盤紙等を敷
き、計画に従い底面を設定する。底面を基準として、底
版1を配置する。内型枠2を底版1の上に搬入する。鋼
製又は木製からなる外型枠3の材料を搬入する。外型枠
3と内型枠2で浮凾の形態を製作して、該外型枠3と該
内型枠2の外面4で挟まれた空間内に、鉄筋・鉄骨・プ
レキャストコンクリート・プレストレスシースを組み、
コンクリートを流し込み、該コンクリートを硬化して浮
凾を製作する。[0008] Plywood, roadbed, etc. are laid on a smooth and smooth base, and the bottom surface is set according to the plan. The bottom plate 1 is arranged on the basis of the bottom surface. The inner formwork 2 is loaded onto the bottom plate 1. The material of the outer mold 3 made of steel or wood is loaded. The outer form 3 and the inner form 2 are made into a floating form, and in the space sandwiched between the outer form 3 and the outer face 4 of the inner form 2, rebar, steel frame, precast concrete, prestress Assemble the sheath,
Concrete is poured and the concrete is hardened to produce a float.
【0009】内型枠2は、浮凾を製作完了した後もその
まま浮凾の内部に残されるので、該内型枠2を構成する
発泡成形品の材質:ウレタンやスチロールの内空充満に
より、浮凾の漏水や浸水の事故等を阻止する作用を有す
る。Since the inner mold form 2 is left inside the float as it is even after the manufacture of the float is completed, the material of the foamed molded article forming the inner mold form: urethane or styrene fills the inside space. It has the function of preventing accidents such as floating water leaks and inundation.
【0010】上記の外型枠3を解体する。The outer mold 3 is disassembled.
【0011】規模の大きな浮凾には、複数個の外型枠3
や内型枠2が設けられて製作される。For large-scale floating, a plurality of outer molds 3
The inner formwork 2 is provided and manufactured.
【0012】必要があれば、浮凾を構成するコンクリー
トが硬化した後に、発泡成形品からなる内型枠2に気化
促進剤を注入して、該発泡成形品を気化し、該発泡成形
品が占める部分を空洞化することもできる。If necessary, after the concrete constituting the float has hardened, a vaporization accelerator is injected into the inner mold 2 made of the foamed molded product to vaporize the foamed molded product, and the foamed molded product is obtained. The occupying portion can be hollowed out.
【0013】[0013]
【実施例】図1の実施例は、浮凾の凾体の完成状態を示
す。EXAMPLE The example of FIG. 1 shows a completed state of a floating body.
【0014】本発明の内型枠2は、予め別の工場で規格
の型枠の内部に発泡剤を封入して製作された後に、取り
出された発泡成形品が使用される。The inner mold form 2 of the present invention is manufactured by enclosing a foaming agent in a standard mold form in another factory in advance and then taking out the foamed molded product.
【0015】平滑に整正した基盤に合板・路盤紙等を敷
き、計画に従い浮凾の底面を設定する。底面を基準とし
て、浮凾の底版1・外壁6・隔壁7を構成する、鉄筋・
鉄骨・プレストレスシース管を配置する。内型枠2を搬
入して、底版1の上に据え付ける。底版1の上に、鋼製
の外型枠3を組み建てる。外型枠3と内型枠2の外面4
に挟まれた空間に、外壁6・隔壁7を構成する鉄筋・鉄
骨・プレストレスシース管が配置されるように、外型枠
3は組み建てられる。浮凾の頂版5を配筋する。浮凾の
底版1・外壁6・隔壁7・頂版5のコンクリートを同時
に打設する。[0015] Plywood, roadbed, etc. are laid on a flat and smooth base, and the bottom of the float is set according to the plan. Based on the bottom surface, the bottom plate 1 for floating, the outer wall 6, and the partition wall 7 are formed.
Place a steel frame / prestressed sheath tube. The inner formwork 2 is carried in and installed on the bottom plate 1. An outer formwork 3 made of steel is built on the bottom plate 1. Outer surface 3 of outer mold 3 and inner mold 2
The outer formwork 3 is assembled so that the outer wall 6 and the partition wall 7, which are the reinforcing bars, the steel frames, and the prestressed sheath tube, are arranged in the space sandwiched between the outer formwork 3 and the partition wall 7. Arrange the floating top plate 5. The concrete of the floating bottom slab 1, the outer wall 6, the partition wall 7, and the top slab 5 are simultaneously cast.
【0016】内型枠の内部2は、浮凾を製作完了した後
もそのまま浮凾の内部に残されるので、該内型枠の内部
2を構成する発泡成形品の材質:ウレタンやスチロール
の内空充満により、浮凾の漏水・浸水の事故等を阻止す
る作用を有する。Since the inside 2 of the inner mold is left inside the float as it is even after the production of the float is completed, the material of the foam-molded article forming the inside 2 of the inner mold: urethane or styrene By filling the air, it has the function of preventing accidents such as water leakage and inundation of floating bodies.
【0017】浮凾を構成する外型枠3を解体する。外壁
6・頂版5を構成するコンクリートがあらわれる。The outer frame 3 constituting the float is disassembled. The concrete that forms the outer wall 6 and the top plate 5 appears.
【0018】以上は、単数の外型枠3や内型枠2につい
て説明したもので、本実施例では、複数個の外型枠3や
内型枠2が使用されている。複数個の外型枠3や内型枠
2が使用される場合は、単数の外型枠3や内型枠2が使
用される場合の繰り返し作業に該当する。The above is a description of the single outer mold 3 and the inner mold 2. In this embodiment, a plurality of outer molds 3 and inner molds 2 are used. When a plurality of outer molds 3 and inner molds 2 are used, it corresponds to repetitive work when a single outer mold 3 or inner mold 2 is used.
【0019】[0019]
【発明の効果】本発明は、以上説明したように構成され
ているので、以下に記載されるような効果を奏する。内
型枠に発泡成形品を採用して、資材の規格化や浮凾の製
作期間の短縮化を図ることにより、費用の低減と工期の
短縮を図ることができる。Since the present invention is constructed as described above, it has the following effects. By adopting a foamed molded product for the inner mold to standardize the materials and shorten the production period for floating, it is possible to reduce the cost and the construction period.
【0020】内型枠の内部を構成する発泡成形品は、軽
量のため人力によって容易に移動する作業に適してお
り、内型枠の搬入重量を大幅に減少するので、費用の低
減と工期の短縮を図ることができる。The foam-molded article forming the inside of the inner mold is lightweight and suitable for the work to be easily moved by human power. Since the carry-in weight of the inner mold is greatly reduced, the cost and the construction period are reduced. It can be shortened.
【0021】内型枠に発泡成形品を採用することによ
り、繰り返しの組立て作業や脱型作業を容易に行うこと
が可能になり、費用の低減と工期の短縮を図ることがで
きる。By adopting a foamed molded product for the inner mold, it is possible to easily perform repetitive assembly work and demolding work, and it is possible to reduce the cost and the construction period.
【0022】内型枠の内面を構成する発泡成形品は、長
い年月の使用により浮凾の躯体に発生する恐れのある微
細な亀裂から浮凾の漏水・浸水の事故等を阻止する作用
を有しており、浮凾のライフサイクルを延長することが
できる。The foamed molded article forming the inner surface of the inner mold form has an action of preventing accidents such as water leakage and infiltration of the floating body from minute cracks which may be generated in the body of the floating body due to long-term use. It has, and can extend the life cycle of floating.
【図1】浮凾の平断面図である。FIG. 1 is a plan sectional view of a float.
【図2】図1のA−A断面図である。FIG. 2 is a sectional view taken along line AA of FIG.
【図3】図1のB−B断面図である。FIG. 3 is a sectional view taken along line BB of FIG.
【図4】内型枠の斜視図である。FIG. 4 is a perspective view of an inner mold form.
1 浮凾の底版 2 発泡成形品からなる内型枠 3 外型枠 4 内型枠の外面 5 浮凾の頂版 6 浮凾の外壁 7 浮凾の隔壁 1 Floating bottom slab 2 Inner mold made of foamed molded product 3 Outer mold 4 Outer surface of inner mold 5 Floating top plate 6 Floating outer wall 7 Floating bulkhead
Claims (2)
品で構成された内型枠(2)と鋼製又は木製からなる外
型枠(3)で浮凾の形態を製作して、該内型枠(2)の
外面(4)と該外型枠(3)で挟まれた空間内に、鉄筋
・鉄骨・プレキャストコンクリート、プレストレスシー
スを組み、コンクリートを流し込み、該コンクリートを
硬化した後に、該外型枠(3)を解体・搬出して浮凾を
製作する、発泡成形品を使用した浮凾の製作方法。1. A floating form is produced on an arranged bottom plate (1) by an inner mold (2) made of a foam molded product and an outer mold (3) made of steel or wood. Then, in the space sandwiched between the outer surface (4) of the inner formwork (2) and the outer formwork (3), rebar / steel frame / precast concrete and prestressed sheath are assembled, the concrete is poured, and the concrete is poured. A method for producing a float using a foam-molded article, in which the outer mold (3) is disassembled and carried out after curing to produce a float.
後に、発泡成形品からなる内型枠(2)に気化促進剤を
注入して、該発泡成形品を気化し、該発泡成形品が占め
る部分を空洞化する、請求項1記載の、発泡成形品を使
用した浮凾の製作方法。2. After the concrete constituting the float has hardened, a vaporization accelerator is injected into the inner mold (2) made of a foamed molded product to vaporize the foamed molded product, and the foamed molded product occupies it. The method for producing a float using a foam-molded article according to claim 1, wherein the portion is hollowed.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11358093A JPH06285839A (en) | 1993-04-06 | 1993-04-06 | Manufacture of pontoon using foam molded product |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP11358093A JPH06285839A (en) | 1993-04-06 | 1993-04-06 | Manufacture of pontoon using foam molded product |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH06285839A true JPH06285839A (en) | 1994-10-11 |
Family
ID=14615835
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP11358093A Pending JPH06285839A (en) | 1993-04-06 | 1993-04-06 | Manufacture of pontoon using foam molded product |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH06285839A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101470587B1 (en) * | 2012-05-07 | 2014-12-11 | 한국해양대학교 산학협력단 | the structure and method of connecting floating structure and concrete pontoon using transfer beam |
-
1993
- 1993-04-06 JP JP11358093A patent/JPH06285839A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR101470587B1 (en) * | 2012-05-07 | 2014-12-11 | 한국해양대학교 산학협력단 | the structure and method of connecting floating structure and concrete pontoon using transfer beam |
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