[go: up one dir, main page]
More Web Proxy on the site http://driver.im/

JPH0346511U - - Google Patents

Info

Publication number
JPH0346511U
JPH0346511U JP10551689U JP10551689U JPH0346511U JP H0346511 U JPH0346511 U JP H0346511U JP 10551689 U JP10551689 U JP 10551689U JP 10551689 U JP10551689 U JP 10551689U JP H0346511 U JPH0346511 U JP H0346511U
Authority
JP
Japan
Prior art keywords
reinforcing member
floating
pier
gusset
rollers
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.)
Granted
Application number
JP10551689U
Other languages
Japanese (ja)
Other versions
JPH061609Y2 (en
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 filed Critical
Priority to JP10551689U priority Critical patent/JPH061609Y2/en
Publication of JPH0346511U publication Critical patent/JPH0346511U/ja
Application granted granted Critical
Publication of JPH061609Y2 publication Critical patent/JPH061609Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Description

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

第1図は本考案の第1実施例に係る浮桟橋装置
を示す斜視図、第2図はウオークウエイを構成す
る浮体の構造を示す断面図、第3図はフインガー
を構成する浮体の構造を示す断面図、第4図は各
浮体の長手方向への連結状態を示す平面図、第5
図は各浮体の長手方向の連結部分の構造を示す断
面図、第6図はガセツト枠の構造を示す斜視図、
第7図はガセツト枠の固定アングル部分の連結状
態を示す断面図、第8図はガセツト枠の連結アン
グル部分の構造を示す断面図、第9図は係留杭を
支持するガイドローラの構造を示す平面図、第1
0図はフインガー先端の係留杭貫通部分の構造を
示す平面図、第11図は第10図の−線
拡大断面図、第12図は第10図の−線
拡大断面図、第13図は桟橋の上端外縁部に取付
けられるラバーフエンダの構造を示す断面図、第
14図は本考案の第2実施例を示す要部構成図、
第15図は本考案の第3実施例を示す要部平面図
、第16図は第15図の−線拡大断面図
、第17図は第15図の−線拡大断面図
、第18図は本考案の第4実施例を示す桟橋の概
略平面図、第19図はアンカー取り用の面板部分
の詳細平面図、第20図は第19図の−
線断面図である。 1……ウオークウエイ、2,4……浮体、3…
…フインガー、5,70,71……ガセツト部材
、6……桟橋、7……板状コア、8……外殻、9
,14……突片、10……厚肉部、11……内側
補強材、12……外側補強材、13,23……通
しボルト、15……ナツト、16……配管、配線
収納部、17……配管類、21,50……ガセツ
ト枠、21a……固定アングル、21b……連結
アングル、22,29,62,70,71……面
板、24……挿通孔、30……係留杭。
Fig. 1 is a perspective view showing a floating pier device according to the first embodiment of the present invention, Fig. 2 is a sectional view showing the structure of a floating body forming a walkway, and Fig. 3 is a view showing the structure of a floating body forming a finger. FIG. 4 is a plan view showing how each floating body is connected in the longitudinal direction, and FIG.
The figure is a sectional view showing the structure of the longitudinal connection part of each floating body, and FIG. 6 is a perspective view showing the structure of the gusset frame.
Fig. 7 is a cross-sectional view showing the connected state of the fixed angle portion of the gusset frame, Fig. 8 is a cross-sectional view showing the structure of the connected angle portion of the gusset frame, and Fig. 9 shows the structure of the guide roller that supports the mooring pile. Plan, 1st
Figure 0 is a plan view showing the structure of the mooring pile penetrating portion at the tip of the finger, Figure 11 is an enlarged sectional view taken along the - line in Figure 10, Figure 12 is an enlarged sectional view taken along the - line in Figure 10, and Figure 13 is the pier. A sectional view showing the structure of a rubber fender attached to the outer edge of the upper end, FIG. 14 is a main part configuration diagram showing a second embodiment of the present invention,
Fig. 15 is a plan view of main parts showing the third embodiment of the present invention, Fig. 16 is an enlarged sectional view taken along the - line in Fig. 15, Fig. 17 is an enlarged sectional view taken along the - line in Fig. 15, and Fig. 18 is an enlarged sectional view taken along the - line in Fig. 15. A schematic plan view of a pier showing the fourth embodiment of the present invention, FIG. 19 is a detailed plan view of the face plate portion for anchor removal, and FIG.
FIG. 1...walkway, 2, 4...floating body, 3...
... Finger, 5, 70, 71 ... Gusset member, 6 ... Pier, 7 ... Plate core, 8 ... Outer shell, 9
, 14...Protrusion piece, 10...Thick wall part, 11...Inner reinforcement material, 12...Outer reinforcement material, 13, 23...Through bolt, 15...Nut, 16...Piping, wiring storage part, 17... Piping, 21, 50... Gusset frame, 21a... Fixed angle, 21b... Connection angle, 22, 29, 62, 70, 71... Face plate, 24... Insertion hole, 30... Mooring pile .

Claims (1)

【実用新案登録請求の範囲】 1 適正浮力を得るための板状コアの外面を、強
化コンクリート製の外殻で被覆して浮体を形成し
、複数の浮体を、長手方向に一体に連結するとと
もに、コーナ部に配される平面三角形状のガセツ
ト部材を介して交叉方向に一体に連結して桟橋を
構成した浮桟橋装置であつて、前記浮体は、外殻
の両側上端部の肉厚を厚くして形成される厚肉部
と;各厚肉部の外側に、所定長さの材料を長手方
向に突合わせて配置される内側補強材と;内側補
強材の外側に、長手方向の突合わせ位置を内側補
強材と異にして配置され、内側補強材よりも長い
上下寸法を有する外側補強材と;浮体の上端部に
、その長手方向に一定間隔で幅方向に貫通して配
置され、前記両補強材を浮体に一体に連結する複
数の通しボルトと;を備え、かつ前記ガセツト部
材は、交叉方向に配した各浮体の外側補強材外面
に、前記通しボルトを介してそれぞれ連結される
平面三角形状のガセツト枠と;ガセツト枠に取付
けられる面板と;を備えていることを特徴とする
浮桟橋装置。 2 長手方向に連結される相互の浮体は、所定の
突合わせ間隔を有して両側の両補強材により一体
化され、かつ前記突合わせ間隙は、上端が狭く下
端側が広くなつていることを特徴とする請求項1
記載の浮桟橋装置。 3 厚肉部は、外殻の外側に内側補強材とほぼ同
一の上下寸法を有して突出する突片として形成さ
れ、この突片および内側補強材の下方には、両側
が外側補強材と外殻の側面とで囲まれて下方に開
口する溝形をなす配管、配線収納部が形成されて
いることを特徴とする請求項1または2記載の浮
桟橋装置。 4 ガセツト枠の通しボルト挿通孔は、通しボル
トの間隔の整数分の一のピツチで設けられている
ことを特徴とする請求項1,2または3記載の浮
桟橋装置。 5 桟橋は、係留杭の周囲を取り囲む複数のロー
ラを備え、これらのローラは、硬質ローラと軟質
ローラとを交互に配して構成されていることを特
徴とする請求項1,2,3または4記載の浮桟橋
装置。
[Scope of Claim for Utility Model Registration] 1. A floating body is formed by covering the outer surface of a plate-shaped core with an outer shell made of reinforced concrete in order to obtain appropriate buoyancy, and multiple floating bodies are integrally connected in the longitudinal direction. , a floating pier device in which a pier is constructed by integrally connecting in the cross direction via gusset members having a planar triangular shape disposed at the corner portion, the floating body having a thicker wall thickness at the upper end portions on both sides of the outer shell. a thick walled portion formed by; an inner reinforcing member disposed on the outside of each thick walled portion by longitudinally abutting a predetermined length of material; an outer reinforcing member disposed at a different position from the inner reinforcing member and having a longer vertical dimension than the inner reinforcing member; a plurality of through bolts that integrally connect both reinforcing members to the floating body; and the gusset member has a flat surface that is respectively connected to the outer surface of the outer reinforcing member of each floating body disposed in the cross direction via the through bolts. A floating pier device comprising: a triangular gusset frame; and a face plate attached to the gusset frame. 2. The mutually connected floating bodies in the longitudinal direction are integrated by both reinforcing members on both sides with a predetermined abutting interval, and the abutting gap is narrower at the upper end and wider at the lower end. Claim 1
The floating pier device described. 3. The thick part is formed as a projecting piece that protrudes from the outside of the outer shell with approximately the same vertical dimensions as the inner reinforcing member, and below this projecting piece and the inner reinforcing member, both sides are connected to the outer reinforcing member. 3. The floating pier apparatus according to claim 1, further comprising a groove-shaped pipe and wiring storage section surrounded by the side surface of the outer shell and opening downward. 4. The floating pier device according to claim 1, 2 or 3, wherein the through-bolt insertion holes of the gusset frame are provided at a pitch that is an integral fraction of the interval between the through-bolts. 5. Claim 1, 2, 3 or 5, wherein the pier is equipped with a plurality of rollers surrounding the mooring pile, and these rollers are configured by alternately arranging hard rollers and soft rollers. 4. Floating pier device according to 4.
JP10551689U 1989-09-08 1989-09-08 Floating pier equipment Expired - Lifetime JPH061609Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10551689U JPH061609Y2 (en) 1989-09-08 1989-09-08 Floating pier equipment

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10551689U JPH061609Y2 (en) 1989-09-08 1989-09-08 Floating pier equipment

Publications (2)

Publication Number Publication Date
JPH0346511U true JPH0346511U (en) 1991-04-30
JPH061609Y2 JPH061609Y2 (en) 1994-01-12

Family

ID=31654278

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10551689U Expired - Lifetime JPH061609Y2 (en) 1989-09-08 1989-09-08 Floating pier equipment

Country Status (1)

Country Link
JP (1) JPH061609Y2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014159670A (en) * 2013-02-19 2014-09-04 Mie Jukogyo Kk Landing pier and seawall connection structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014159670A (en) * 2013-02-19 2014-09-04 Mie Jukogyo Kk Landing pier and seawall connection structure

Also Published As

Publication number Publication date
JPH061609Y2 (en) 1994-01-12

Similar Documents

Publication Publication Date Title
JPH0346511U (en)
JPS6427320U (en)
JPH0249449U (en)
JPS605063Y2 (en) floating structure
JPS6365738U (en)
JPS5841230Y2 (en) concrete sheet pile
JP2503854Y2 (en) Wave control structure using columnar members
JPS6016649Y2 (en) jacket
JPH01111068U (en)
JP2003063482A (en) Steel plate concrete hybrid floating body
JPH0273441U (en)
JPH0465879U (en)
JPH03104497U (en)
JPS62143729U (en)
JPS6452927U (en)
JPS63130546U (en)
JPH0243313U (en)
JPS61112055U (en)
JPH01106376U (en)
JPS5833551U (en) Earthquake-proof and waterproof foundation for machinery using bundles
JPS6376122U (en)
JPH022932U (en)
JPS6235988U (en)
JPS63167600U (en)
JPH0331621U (en)