JPS5996331A - Construction work of upside of mound - Google Patents

Construction work of upside of mound

Info

Publication number
JPS5996331A
JPS5996331A JP56129455A JP12945581A JPS5996331A JP S5996331 A JPS5996331 A JP S5996331A JP 56129455 A JP56129455 A JP 56129455A JP 12945581 A JP12945581 A JP 12945581A JP S5996331 A JPS5996331 A JP S5996331A
Authority
JP
Japan
Prior art keywords
concrete
mound
bag
flat plate
steel
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
Application number
JP56129455A
Other languages
Japanese (ja)
Inventor
Shinichiro Sekiguchi
信一郎 関口
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to JP56129455A priority Critical patent/JPS5996331A/en
Publication of JPS5996331A publication Critical patent/JPS5996331A/en
Pending legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/02Handling of bulk concrete specially for foundation or hydraulic engineering purposes
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D15/00Handling building or like materials for hydraulic engineering or foundations
    • E02D15/02Handling of bulk concrete specially for foundation or hydraulic engineering purposes
    • E02D15/04Placing concrete in mould-pipes, pile tubes, bore-holes or narrow shafts

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • Underground Or Underwater Handling Of Building Materials (AREA)

Abstract

PURPOSE:To construct a mound with a flattened horizontal upside by a method in which a concrete feeding pipe is fixed with a steel frame and a steel flat plate, and the bag of the formwork is closely fixed to a rubber plate attached to the steel flat plate in such a way as to form the shape of the upside of a rubble-mound. CONSTITUTION:A concrete feeding pipe 2 is fixed with a steel frame 3 and a steel flat plate 4, the frame 3 and the flat plate 4 are connected with a rope 1, and the bag 6 of a formwork is fixed to a rubber plate 5. The device is supported in water, concrete 9 is poured through the pipe 2, the bag 6 of the formwork is settled to a given depth by the rope 1, and then concrete 9 is poured through the pipe 2. The bag 6 of the formwark is deformed to the shape of the upside of a rubble-mound 7 and filled with concrete 9. After the concrete 9 hardens, the plate 5 is separated from the flat plate 4 to obtain a mound with a flattened horizontal upside.

Description

【発明の詳細な説明】 この発明は、人力による捨石マウンドの均しが困難な深
い水深にマウンドを構築する際の、捨石マウンド上面を
コンクリートによつて、水平かつ平らで強固にする工法
に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a construction method for making the upper surface of a rubble mound horizontal, flat, and strong with concrete when building a mound in deep water where it is difficult to level the mound by hand.

従来、混成防波堤を構築する場合、捨石マウンド上面は
人力によつて均すが、水深が深くなり捨石マウンド上面
が深くなると人力による均しが困難になり均しをしない
ことが多い。そのため、捨石マウンド上面の不陸がケー
ソン底版に及ぼす影響を考慮しなければならなかつた。
Conventionally, when constructing a composite breakwater, the top surface of the rubble mound is leveled manually, but as the water gets deeper and the top surface of the rubble mound becomes deeper, it becomes difficult to level the surface manually, so leveling is often not done. Therefore, it was necessary to consider the effect that the uneven top surface of the rubble mound would have on the caisson bottom slab.

この発明を図面にもとづいて説明する。第1図において
コンクリート圧送管2を、鋼製枠3と鋼製平板4で固定
する。鋼製枠3と鋼製平板4は、ロープ1によつて連結
する。型枠の袋6は、第2図に示すようにゴム製または
アスフアルト製の板5に固着する。ゴム製またはアスフ
アルト製の板の上面は帯状の突起8を有し、鋼製平板4
に結合されており、この突起8はコンクリートの注入に
よつて生ずる圧力により鋼製平板4から離脱しないよう
にするための装置である。注入したコンクリートが固化
した後、鋼製平板4を帯状の突起8に沿つて移動するこ
とにより、鋼製平板4からゴム製またはアスフアルト製
の平板5を離脱する。
This invention will be explained based on the drawings. In FIG. 1, a concrete pressure pipe 2 is fixed with a steel frame 3 and a steel flat plate 4. The steel frame 3 and the steel flat plate 4 are connected by a rope 1. The bag 6 of the formwork is fixed to a board 5 made of rubber or asphalt, as shown in FIG. The upper surface of the rubber or asphalt plate has a band-shaped protrusion 8, and the steel flat plate 4
This protrusion 8 is a device for preventing separation from the steel flat plate 4 due to the pressure generated by concrete pouring. After the poured concrete has solidified, the flat plate 5 made of rubber or asphalt is removed from the flat steel plate 4 by moving the flat steel plate 4 along the band-shaped projections 8.

まず第1図に示した装置をロープ1によつて、水上また
は水中に静止させ、圧送管2を通してコンクリートを注
入する。その後ロープ1により、型枠の袋6を所定の深
さに沈め、コンクリートが固化するまで静止させる。ま
たは、第1図の装置を所定の深さまで沈めて静止させた
後コンクリートを圧送管2を通して注入し、コンクリー
トを固化させる。型枠の袋6は捨石マウンド上面の形状
の通り変形し、その中はコンクリートでみたされる。第
3図参照。コンクリートが固化した後、ロープ1を帯状
の突起8に沿つて移動させることにより、鋼製平板4か
らゴム製またはアスフアルト製の板5を離脱させる。コ
ンクリートの注入量は型枠の袋6の体積がわかつている
ので、あらかじめ予測できる。
First, the apparatus shown in FIG. 1 is held stationary on or under water using a rope 1, and concrete is poured through a pressure pipe 2. Thereafter, the bag 6 of the formwork is sunk to a predetermined depth using the rope 1 and kept stationary until the concrete hardens. Alternatively, after the apparatus shown in FIG. 1 is submerged to a predetermined depth and kept stationary, concrete is poured through the pressure pipe 2 and the concrete is solidified. The formwork bag 6 is deformed according to the shape of the upper surface of the rubble mound, and the inside thereof is filled with concrete. See Figure 3. After the concrete hardens, the rubber or asphalt plate 5 is separated from the steel flat plate 4 by moving the rope 1 along the band-shaped protrusion 8. The amount of concrete to be poured can be predicted in advance since the volume of the formwork bag 6 is known.

以上の理由から、捨石マウンド上面の形状に密着し、か
つ上面が水平で平らなコンクリートブロツクによるマウ
ンドを構築できる。
For the above reasons, it is possible to construct a mound of concrete blocks that closely conforms to the shape of the upper surface of the rubble mound and whose upper surface is horizontal and flat.

この発明は、以上説明したように捨石マウンドの均しと
同じ効果を生み、かつフーチングの様にケーソン底面か
らの力を分散でき、ケーソンの堤体幅を小さくできる利
点がある。
As explained above, this invention produces the same effect as leveling a rubble mound, and has the advantage of being able to disperse the force from the bottom of the caisson like a footing, and reducing the width of the caisson embankment.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明を行う装置の縦断図、第2図は型枠取り
付け部の拡大図、第3図は型枠を所定の水深に静止させ
コンクリートを注入している時の縦断図である。 1…ロープ、2…圧送管、3…鋼製枠、4…鋼製平板、
5…ゴム製またはアスフアルト製の板、6…袋、7…捨
石マウンド、8…帯状の突起、9…コンクリート。 特許出願人 関口信一郎
Fig. 1 is a longitudinal sectional view of the apparatus for carrying out the present invention, Fig. 2 is an enlarged view of the formwork attachment part, and Fig. 3 is a longitudinal sectional view when the formwork is held still at a predetermined water depth and concrete is being poured. . 1... Rope, 2... Pressure pipe, 3... Steel frame, 4... Steel flat plate,
5... Rubber or asphalt board, 6... Bag, 7... Rubble mound, 8... Band-shaped protrusion, 9... Concrete. Patent applicant Shinichiro Sekiguchi

Claims (1)

【特許請求の範囲】[Claims] ケーソンのような底板が平らな構造物を据えつけるため
のマウンドを構築するにあたり、マウンド上面を水平か
つ平らにするために、鋼製平板に密着して取り付けたゴ
ム製またはアスフアルト製の板とそれに固着させた袋を
型枠に用い、水上または水中にて袋の中にコンクリート
を注入した後所定の深さまで袋を沈める。または袋を所
定の深さに沈めてからコンクリートを注入する。所定の
深さでコンクリートを固化させてコンクリートブロツク
を作ることにより、コンクリートブロツク下面は捨石マ
ウンド上面に密着し、コンクリートブロツク上面は鋼製
平板によつて水平かつ平らなマウンド上面を作ることを
特徴とする工法。
When constructing a mound for installing a structure with a flat bottom plate, such as a caisson, a rubber or asphalt plate attached tightly to a steel plate and a The fixed bag is used as a formwork, concrete is poured into the bag on or under water, and then the bag is submerged to a predetermined depth. Alternatively, the bag can be sunk to a specified depth and then concrete can be poured. By solidifying concrete at a predetermined depth to create a concrete block, the bottom surface of the concrete block is in close contact with the top surface of the rubble mound, and the top surface of the concrete block is made of a steel flat plate to create a horizontal and flat top surface of the mound. construction method.
JP56129455A 1981-08-20 1981-08-20 Construction work of upside of mound Pending JPS5996331A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP56129455A JPS5996331A (en) 1981-08-20 1981-08-20 Construction work of upside of mound

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP56129455A JPS5996331A (en) 1981-08-20 1981-08-20 Construction work of upside of mound

Publications (1)

Publication Number Publication Date
JPS5996331A true JPS5996331A (en) 1984-06-02

Family

ID=15009906

Family Applications (1)

Application Number Title Priority Date Filing Date
JP56129455A Pending JPS5996331A (en) 1981-08-20 1981-08-20 Construction work of upside of mound

Country Status (1)

Country Link
JP (1) JPS5996331A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103866770A (en) * 2014-03-28 2014-06-18 李建华 Combined steel moulding plate and mounting method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103866770A (en) * 2014-03-28 2014-06-18 李建华 Combined steel moulding plate and mounting method thereof
CN103866770B (en) * 2014-03-28 2016-03-30 大唐观音岩水电开发有限公司 A kind of combined steel formwork and mounting method thereof

Similar Documents

Publication Publication Date Title
US3938342A (en) Method and a device for building immersed foundations
US3768266A (en) Shoreline construction for artificial water bodies
JPS5996331A (en) Construction work of upside of mound
JPS5781530A (en) Placement work of underwater concrete and form therefor
CN107299649A (en) A kind of post-cast strip advance water stop construction method for plentiful level of ground water
JPS6383314A (en) Method for preparing cast-in place pile
JPH08170343A (en) Finishing method for underwater rubble mound
CN208280156U (en) The non-fully pile foundation cushion cap under precipitation state inside a kind of foundation pit
JP2723789B2 (en) Concrete block and its laying method
JPH07189331A (en) Free slope gutter foundation construction method
SU1622527A1 (en) Method of erecting pile
CN110374676A (en) Freeway tunnel Central Drainage construction method
JPS5781531A (en) Method and apparatus for constructing foundation for underwater structure, such as caisson
CN217734830U (en) Ancient city wall attaches wall pouring type imitative rammed soil mould
SU1035123A1 (en) Method for protecting pillars of bridges against ice flow
JPH027959Y2 (en)
JPH05156607A (en) Construction method of temporary deadline
JPS57155423A (en) Method of construction of solidification of muddy water
US2337378A (en) Method of making piers
RU2037603C1 (en) Device to concrete cast-in-place piles
JPS62248715A (en) Caisson installation method
JPS5715727A (en) Construction method for marine structure
JPS6245829A (en) Weight for leveling rubble-mound under water
JPS6229616A (en) Constructing method for underwater reinforced concrete structure
SU1483007A1 (en) Method of constructing concrete dam