JPS6056846B2 - Joint plate of seawall structure - Google Patents

Joint plate of seawall structure

Info

Publication number
JPS6056846B2
JPS6056846B2 JP6824482A JP6824482A JPS6056846B2 JP S6056846 B2 JPS6056846 B2 JP S6056846B2 JP 6824482 A JP6824482 A JP 6824482A JP 6824482 A JP6824482 A JP 6824482A JP S6056846 B2 JPS6056846 B2 JP S6056846B2
Authority
JP
Japan
Prior art keywords
synthetic resin
soft synthetic
seawall
side edge
adjacent
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
Application number
JP6824482A
Other languages
Japanese (ja)
Other versions
JPS58185806A (en
Inventor
真人 押川
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.)
YAMAMIZU SANGYO KK
Original Assignee
YAMAMIZU SANGYO KK
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 YAMAMIZU SANGYO KK filed Critical YAMAMIZU SANGYO KK
Priority to JP6824482A priority Critical patent/JPS6056846B2/en
Publication of JPS58185806A publication Critical patent/JPS58185806A/en
Publication of JPS6056846B2 publication Critical patent/JPS6056846B2/en
Expired legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B3/00Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
    • E02B3/16Sealings or joints

Landscapes

  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Environmental & Geological Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)

Description

【発明の詳細な説明】 本発明は隣接する護岸構造物の陸側の一方の隣接側縁
に、重ね合せた複数の軟質合成樹脂板の側縁を固着する
と共に、前記複数の軟質合成樹脂板の遊離縁を他方の護
岸構造物の表面に当接し、前記他方の護岸構造物の陸側
の隣接側縁に側縁を固着した軟質合成樹脂板を前記複数
の軟質合成樹脂板の間に挿入する新規な護岸構造物の目
地板に関するものであり、コンクリート製のケーソン、
L型ブロック等の護岸構造物が不等沈下あるいは傾斜し
て別々に変位しても目地板を構成する軟質合成樹脂板は
いづれか一方の護岸構造物にのみ固着しているので目地
板が破損することなく、土砂の流出を防止できるもので
ある。
DETAILED DESCRIPTION OF THE INVENTION The present invention fixes the side edges of a plurality of superimposed soft synthetic resin plates to one adjacent side edge on the land side of adjacent seawall structures, and A novel method in which a soft synthetic resin plate is inserted between the plurality of soft synthetic resin plates, the free edge of which is in contact with the surface of the other revetment structure, and the side edge is fixed to the land-side adjacent side edge of the other revetment structure. This relates to joint plates for seawall structures, including concrete caisson,
Even if L-shaped blocks or other seawall structures are unevenly settled or tilted and are displaced separately, the joint plates will be damaged because the soft synthetic resin plates that make up the joint plates are only attached to one of the seawall structures. It is possible to prevent soil and sand from flowing out without causing any problems.

従来の目地板のあるものは隣接する護岸構造物に固着
し、固着部間に接着したひだを設け両側または片方の護
岸構造物が変位し、固着部間の目地板に引張力が作用す
ると接着部が剥離して弛みを生ずるように構成されてい
るが、接着部の剥離に当つて目地板を破損する欠点があ
つたが、本発明者は種々実験研究の結果、このような欠
点のない本発明を得たのである。
Conventional joint plates are fixed to adjacent seawall structures, with folds glued between the fixed parts, and when both or one side of the seawall structure is displaced and a tensile force is applied to the joint plates between the fixed parts, the joints become attached. However, as a result of various experimental studies, the inventor of the present invention has found a method that does not have this drawback. The present invention has been obtained.

以下本発明の実施例を図面によつて説明すると、隣接
するコンクリート製のケーソン、L型ブロック等の護岸
構造物1、2の陸側の一方の隣接側縁3に、重ね合せた
複数の厚さ3〜1577Z77l程度、長さ護岸構造物
1、2の全島、幅50〜100cm程度の軟質ポリ塩化
ビニル、軟質ポリエチレン等の軟質合成樹脂板4、5の
側縁6を鋲7その他適宜の固着手段によつて固着すると
共に、複数の軟質合成樹脂板4、5の遊端縁8、9を他
方の護岸構造物2の表面に当接し、他方の護岸構造物2
の陸側の隣接側縁10に側縁11を前記と同様鋲12そ
の他適宜の固着手段で固着した前記軟質合成樹脂板4、
5と同様の軟質合成樹脂板13を複数の軟質合成樹脂板
4、5の間に挿入してなるものである。
Embodiments of the present invention will be described below with reference to the drawings. A plurality of overlapping thick The side edges 6 of the soft polyvinyl chloride, soft polyethylene, etc. soft synthetic resin plates 4 and 5 with a width of about 50 to 100 cm are fixed with studs 7 or other suitable methods. At the same time, the free edges 8 and 9 of the plurality of soft synthetic resin plates 4 and 5 are brought into contact with the surface of the other revetment structure 2, and the other revetment structure 2 is fixed.
The soft synthetic resin plate 4 has its side edge 11 fixed to the adjacent side edge 10 on the land side with studs 12 or other suitable fixing means as described above,
A soft synthetic resin plate 13 similar to 5 is inserted between a plurality of soft synthetic resin plates 4 and 5.

尚、図中14は陸、15は海、16は目地板、17は目
地、18は帯鉄、19は基礎、20は海底である。 本
発明は陸14側の上田によつて互に重なり合つている軟
質合成樹脂板4、5、13を護岸構造物1、2間の目地
17の両側に圧接し、目地17より流入する波浪は遮断
し、陸14の土砂の流出を防止するものである。
In the figure, 14 is the land, 15 is the sea, 16 is the joint plate, 17 is the joint, 18 is the band iron, 19 is the foundation, and 20 is the seabed. In the present invention, soft synthetic resin plates 4, 5, and 13, which are overlapped with each other by Ueda on the land side 14, are pressed against both sides of the joint 17 between the seawall structures 1 and 2, and waves flowing in from the joint 17 are This is to prevent the earth and sand from flowing out on land 14.

本発明は隣接する護岸構造物1、2の陸側の一方の隣
接側縁3に、重ね合せた複数の軟質合成樹脂板4、5の
側縁6を固着すると共に、前記複数の軟質合成樹脂板4
、5の遊端縁8、9を他方の護岸構造物2の表面に当接
し、前記他方の護岸構造物2の陸側の隣接側縁10に側
縁11を固着した軟質合成樹脂板13を前記複数の軟質
合成樹脂板4,5の間に挿入してなる護岸構造物の目地
板であるから、隣接する護岸構造物1,2が不等沈下あ
るいは傾斜して別々に変位しても、軟質合成樹脂板4,
5と、その間に挿入されている軟質合成樹脂板13とは
別々の護岸構造物1,2に夫々固着され、軟質合成樹脂
板4,5と他の軟質合成樹脂板13とは別々に変位する
と共に、自体の柔軟性とによつて、無理な外力が作用す
ることなく、破損を有効に防止でき、目地よりの土砂の
流出を防止できるものである。
The present invention fixes side edges 6 of a plurality of superimposed soft synthetic resin plates 4 and 5 to one adjacent side edge 3 on the land side of adjacent seawall structures 1 and 2, and Board 4
, 5 are in contact with the surface of the other revetment structure 2, and the side edge 11 is fixed to the adjacent side edge 10 on the land side of the other revetment structure 2. Since it is a joint plate of a seawall structure inserted between the plurality of soft synthetic resin plates 4 and 5, even if the adjacent seawall structures 1 and 2 are unevenly settled or tilted and displaced separately, Soft synthetic resin board 4,
5 and the soft synthetic resin plate 13 inserted between them are fixed to separate seawall structures 1 and 2, respectively, and the soft synthetic resin plates 4 and 5 and the other soft synthetic resin plate 13 are displaced separately. In addition, due to its own flexibility, damage can be effectively prevented without the application of excessive external force, and soil can be prevented from flowing out from the joints.

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

第1図は断面図、第2図は目地部の拡大部分正面図、第
3図は第2図のA−A線断面図である。 1,2・・・・・・護岸構造物、3・・・・・・隣接側
縁、4,5・・・・・・軟質合成樹脂板、6・・・・・
・側縁、8,9・・・・・遊端、10・・・・・・隣接
側縁、11・・・・・・側縁、13・・・・・軟質合成
樹脂板。
FIG. 1 is a sectional view, FIG. 2 is an enlarged front view of a joint portion, and FIG. 3 is a sectional view taken along the line A--A in FIG. 2. 1, 2... Seawall structure, 3... Adjacent side edge, 4, 5... Soft synthetic resin board, 6...
- Side edge, 8, 9... Free end, 10... Adjacent side edge, 11... Side edge, 13... Soft synthetic resin plate.

Claims (1)

【特許請求の範囲】[Claims] 1 隣接する護岸構造物の陸側の一方の隣接側縁に、重
ね合せた複数の軟質合成樹脂板の側縁を固着すると共に
、前記複数の軟質合成樹脂板の遊端縁を他方の護岸構造
物の表面に当接し、前記他方の護岸構造物の陸側の隣接
側縁に側縁を固着した軟質合成樹脂板を前記複数の軟質
合成樹脂板の間に挿入することを特徴とする護岸構造物
の目地板。
1. The side edges of a plurality of superimposed soft synthetic resin plates are fixed to one adjacent side edge on the land side of an adjacent seawall structure, and the free edge of the plurality of soft synthetic resin plates is attached to the other edge of the other seawall structure. A revetment structure characterized in that a soft synthetic resin plate that comes into contact with the surface of an object and has a side edge fixed to the land-side adjacent side edge of the other revetment structure is inserted between the plurality of soft synthetic resin plates. Joint board.
JP6824482A 1982-04-23 1982-04-23 Joint plate of seawall structure Expired JPS6056846B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6824482A JPS6056846B2 (en) 1982-04-23 1982-04-23 Joint plate of seawall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6824482A JPS6056846B2 (en) 1982-04-23 1982-04-23 Joint plate of seawall structure

Publications (2)

Publication Number Publication Date
JPS58185806A JPS58185806A (en) 1983-10-29
JPS6056846B2 true JPS6056846B2 (en) 1985-12-12

Family

ID=13368158

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6824482A Expired JPS6056846B2 (en) 1982-04-23 1982-04-23 Joint plate of seawall structure

Country Status (1)

Country Link
JP (1) JPS6056846B2 (en)

Families Citing this family (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
IT1304092B1 (en) * 1998-12-10 2001-03-07 Sibelon Srl METHOD FOR WATERPROOFING JOINTS AND / OR CRACKS IN HYDRAULIC WORKS AND CONCRETE AND / OR MASONRY STRUCTURES
JP5374009B2 (en) * 2005-06-28 2013-12-25 シバタ工業株式会社 Water stop sheet and water stop structure
JP5268512B2 (en) * 2008-09-11 2013-08-21 シーアイ化成株式会社 CONCRETE STRUCTURE, ITS CONNECTION STRUCTURE, AND ITS CONSTRUCTION METHOD
CN109113030B (en) * 2018-09-13 2020-11-13 西京学院 Concrete panel rock-fill dam panel seismic structure and construction method thereof

Also Published As

Publication number Publication date
JPS58185806A (en) 1983-10-29

Similar Documents

Publication Publication Date Title
JPS6056846B2 (en) Joint plate of seawall structure
US1902397A (en) Sheet piling bulkhead
ES2020400A6 (en) Erosion protection measures and installation procedure - involve double T=shaped interlocking concrete revetment blocks
JPH052677Y2 (en)
JPS6020663Y2 (en) Joint seal structure
JPH0426499Y2 (en)
JPH0426500Y2 (en)
JPS6338274Y2 (en)
SU1008558A1 (en) Method of laying underground pipeline
JPH067047Y2 (en) Cover sheet for reclaimed seawall
SU1041789A1 (en) Method of laying underground pipeline
JPH0512341Y2 (en)
JPH0750410Y2 (en) Joint sheet for seawall block
JP3709227B2 (en) Invasion prevention method for backfill material of submerged box joint
JPS633095B2 (en)
SU1409720A1 (en) Arrangement for protecting slopes of hydraulic structures against water erosion
JPH063007B2 (en) Joint seal members for revetment structures
JPS61172907A (en) Joint material for embarkment block
JPS6325121B2 (en)
JPH052676Y2 (en)
JPH0612029Y2 (en) Cover sheet for reclaimed seawall
JPS605081Y2 (en) Joint plate for seawall block
SU1090793A1 (en) Counter-filtration screen
JPH01304210A (en) Execution of submerged breakwater with flexible construction
JPH029956Y2 (en)