JPS5835596Y2 - Auxiliary machine stand - Google Patents
Auxiliary machine standInfo
- Publication number
- JPS5835596Y2 JPS5835596Y2 JP14491177U JP14491177U JPS5835596Y2 JP S5835596 Y2 JPS5835596 Y2 JP S5835596Y2 JP 14491177 U JP14491177 U JP 14491177U JP 14491177 U JP14491177 U JP 14491177U JP S5835596 Y2 JPS5835596 Y2 JP S5835596Y2
- Authority
- JP
- Japan
- Prior art keywords
- deck
- plate
- auxiliary
- girder
- plates
- 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
Links
Landscapes
- Bridges Or Land Bridges (AREA)
Description
【考案の詳細な説明】
この考案は、船舶甲板上のウィンチ等の補機台に関する
ものである。[Detailed description of the invention] This invention relates to an auxiliary equipment stand such as a winch on the deck of a ship.
従来、船体の甲板上に設置されるウィンチの補機台構造
は、第１図及び第２図にそれぞれ側面図及び平面図で示
す通り、甲板１の巾方向（船体巾方向）に助板２，２を
甲板上面に固着した対向配置とし、かつ甲板１の長手方
向（船体長さ方向）に桁板３，３，３’、３’を同様に
甲板上面に固着し、中央に開口４′を設けた頂板４を前
記助板２，２、桁板３，３，３’、３’上に固着せしめ
、該頂板上にウィンチ台５′、ウィンチ５を載置固定し
た構造となっている。Conventionally, the auxiliary machine structure of a winch installed on the deck of a ship has an auxiliary plate 2 in the width direction of the deck 1 (hull width direction), as shown in FIGS. 1 and 2 in side and plan views, respectively. , 2 are fixed to the upper surface of the deck and arranged opposite each other, and girder plates 3, 3, 3', 3' are similarly fixed to the upper surface of the deck in the longitudinal direction (hull length direction) of the deck 1, and an opening 4' is formed in the center. The structure is such that a top plate 4 provided with is fixed onto the auxiliary plates 2, 2, girder plates 3, 3, 3', and 3', and a winch stand 5' and a winch 5 are placed and fixed on the top plate. .
ところで、船体中央部近くの甲板で船体縦曲げの力を受
ける個所では、甲板に引張り力または圧縮力が加わる。By the way, at a portion of the deck near the center of the hull that receives the force of longitudinal bending of the hull, tensile force or compressive force is applied to the deck.
甲板が軟鋼で構成され、かつ補機台も軟鋼で構成されて
いる時には、甲板の応力が−さほど高くなくて問題にな
らないが、船体重量を軽減するために甲板材に高張力鋼
が使用されている場合には板厚が薄くなっているために
甲板は軟鋼使用時よりも高応力となる。When the deck is made of mild steel and the auxiliary equipment is also made of mild steel, the stress on the deck is not so high that it is not a problem, but high tensile steel is used for the deck material to reduce the weight of the ship. If the deck is made of mild steel, the stress will be higher than when mild steel is used because the plate thickness is thinner.
この時補機台が甲板上に全て溶接接合されている場合に
は前記補機台桁板が船体長手方向に溶着されているため
船体縦曲げの力が作用し、該桁板の端部３’、３’のト
ウ部分に高応力を生じ、クラックが発生する事故が起き
る。At this time, if all the auxiliary equipment stands are welded onto the deck, the auxiliary equipment stand girder plate is welded in the longitudinal direction of the hull, so the force of vertical bending of the hull acts, and the end portion of the girder plate High stress is generated in the toe portions of ' and 3', causing an accident where cracks occur.
さらに従来のこのような構造では補機台の頂板４も１体
構造であるため応力も高く、ウィンチそのものに船体縦
曲げ力がもろに附加される可能性が高く、ウィンチその
ものの損傷が発生する恐れがあった。Furthermore, in this conventional structure, the top plate 4 of the auxiliary equipment stand is also a single piece structure, so the stress is high, and there is a high possibility that the hull vertical bending force will be applied to the winch itself, causing damage to the winch itself. There was fear.
この考案は、前記従来技術における問題点を解決するた
めになされたもので、甲板上巾方向に固着され、かつ長
手方向に間隔をとって対向配置された助板間上に頂板を
並列的に固着し、さらに該頂板下の助板間に甲板上面と
は離間した桁板を各各頂板下面、助板側面に固着せしめ
て並夕１泊装置し、該助板外方の該桁板線上にその自由
端面から曲線形状の桁板を該助板外方側面、頂板下面、
甲板上面と各々固着せしめてなる補機台に特徴を有する
ものである。This invention was made in order to solve the problems in the prior art described above, and the top plates are arranged in parallel between the auxiliary plates that are fixed in the deck width direction and are arranged oppositely at intervals in the longitudinal direction. A girder plate spaced apart from the top surface of the deck is fixed to the lower surface of each top plate and the side of the support plate between the auxiliary plates below the top plate, and the girder plate is placed on the line of the girder plate on the outside of the top plate for one night. from the free end surface of the curved girder plate to the outer side surface of the auxiliary plate, the lower surface of the top plate,
It is characterized by auxiliary equipment stands that are fixed to the upper surface of the deck.
以下、この考案の補機台を実施例により図面を参照して
説明する。Hereinafter, the auxiliary equipment stand of this invention will be described by way of example with reference to the drawings.
第３図及び第４図にはこの考案の補機台が側面図及び平
面図で示されている。3 and 4 show the auxiliary equipment stand of this invention in side and plan views.
図示されるように、甲板１の巾方向、即ち船体巾方向に
向けて従来と同様に助板２，２が、甲板１の長手方向、
即ち船体長さ方向にそって所定の間隔をとって並列対向
配置され、甲板１の上面に固着されている。As shown in the figure, the auxiliary plates 2, 2 are arranged in the longitudinal direction of the deck 1, in the width direction of the deck 1, that is, in the hull width direction, as in the conventional case.
That is, they are arranged in parallel and facing each other at predetermined intervals along the length direction of the hull, and are fixed to the upper surface of the deck 1.
該助板２，２の内側には、桁板６゜６が甲板１上面と所
定の間隔をとって離間させた形で固着され、該桁板６，
６の線上即ち助板２゜２の外側には自由端が曲線形状即
ちソフトトウ形状８，８に形成された桁板９，９が該助
板２，２の外側及び甲板１の上面との固着を図って設け
られている。A girder plate 6°6 is fixed to the inside of the auxiliary plates 2, 2 at a predetermined distance from the upper surface of the deck 1, and the girder plate 6,
On the line 6, that is, on the outside of the auxiliary plates 2°2, there are girder plates 9, 9 whose free ends are formed into a curved shape, that is, a soft toe shape 8, 8, which connects with the outside of the auxiliary plates 2, 2 and the upper surface of the deck 1. It is provided for fixation.
そして該桁板６，６及び９，９の上面には頂板１０，１
０が並列的に配置され、該頂板１０の下面は前記桁板６
，６及び９，９の上面及び助板２，２の一部上面と各々
溶着されている。And top plates 10, 1 are provided on the upper surfaces of the girder plates 6, 6 and 9, 9.
0 are arranged in parallel, and the lower surface of the top plate 10 is connected to the girder plate 6.
, 6 and 9, and a part of the upper surface of the auxiliary plates 2, 2 are welded to each other.
尚桁板６，６の下面には必要に応じフランジ材１１を設
けても良い。Incidentally, a flange material 11 may be provided on the lower surface of the girder plates 6, 6 if necessary.
上述のような構造をもつこの考案の補機台においては、
桁板６，６が甲板上面より離間しているため、直接甲板
の応力を受けることがなく、また助板２，２の外側の桁
板９，９をソフトトウ形状８．８としたため、甲板１の
応力を充分緩衝せしめてクラックが発生しない。In the auxiliary equipment stand of this invention, which has the structure described above,
Since the girder plates 6, 6 are spaced apart from the upper surface of the deck, they are not directly subjected to stress from the deck, and since the girder plates 9, 9 on the outside of the auxiliary plates 2, 2 have a soft toe shape of 8.8, the deck The stress of step 1 is sufficiently buffered to prevent cracks from occurring.
さらに頂板１０゜１０は、互いが離間した独立状である
ため、前記甲板よりの応力を緩衝せしめてウィンチに直
接応力を作用させることがなく、さらに、また全体が軽
量となり、工場内での製作及び運搬をも合理化すること
ができる。Furthermore, since the top plates 10° and 10 are independent and spaced apart from each other, they buffer the stress from the deck and do not directly apply stress to the winch.Furthermore, the entire structure is lightweight and can be manufactured in the factory. and transportation can also be streamlined.
第１図及び第２図は従来の補機台の側面図及び平面図、
第３図及び第４図はこの考案の補機台の実施例を示す側
面図及び平面図である。
図面において、
１・・・・・・甲板、２・・・・・・助板、３，３′・
・・・・・従来の桁板、４・・・・・・従来の頂板、５
・・・・・・ウィンチ、６・・・・・・この考案の桁板
、７・・・・・・空間、８・・・・・・ソフトトウ形状
、９・・・・・・この考案の端部桁板、１０・・・・・
・この考案の頂板。Figures 1 and 2 are a side view and a plan view of a conventional auxiliary equipment stand,
3 and 4 are a side view and a plan view showing an embodiment of the auxiliary equipment stand of this invention. In the drawings, 1...Deck, 2...Auxiliary plate, 3, 3'.
...Conventional girder plate, 4...Conventional top plate, 5
...Winch, 6...Girder plate of this invention, 7...Space, 8...Soft toe shape, 9...This invention End girder plate, 10...
・The top plate of this idea.
Claims (1)
対向配置された助板間上に頂板を並列的に固着し、さら
に該頂板下の助板間に甲板上面とは離間した桁板を各々
該頂板下面、助板側面に固着せしめて並列配置し、該助
板外方の該桁板線上に、その自由端面が曲線形状の桁板
を、該助板外方側面、頂板下面、甲板上面と各々固着せ
しめてなる補機台。A top plate is fixed in parallel on the auxiliary plates that are fixed in the deck width direction and spaced apart from each other in the longitudinal direction, and the girder plate is spaced apart from the top surface of the deck between the auxiliary plates below the top plate. are respectively fixed to the lower surface of the top plate and the side surface of the auxiliary plate and arranged in parallel, and a girder plate whose free end surface is curved is placed on the girder plate line on the outside of the auxiliary plate, the outer side surface of the auxiliary plate, the lower surface of the top plate, Auxiliary equipment stands that are fixed to the upper surface of the deck.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14491177U JPS5835596Y2 (en) | 1977-10-31 | 1977-10-31 | Auxiliary machine stand |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14491177U JPS5835596Y2 (en) | 1977-10-31 | 1977-10-31 | Auxiliary machine stand |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS5471395U JPS5471395U (en) | 1979-05-21 |
| JPS5835596Y2 true JPS5835596Y2 (en) | 1983-08-10 |
Family
ID=29123967
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14491177U Expired JPS5835596Y2 (en) | 1977-10-31 | 1977-10-31 | Auxiliary machine stand |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS5835596Y2 (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP7143978B2 (en) * | 2018-04-24 | 2022-09-29 | 三井Ｅ＆Ｓ造船株式会社 | A stool installed on an offshore floating structure |
-
1977
- 1977-10-31 JP JP14491177U patent/JPS5835596Y2/en not_active Expired
Also Published As
| Publication number | Publication date |
|---|---|
| JPS5471395U (en) | 1979-05-21 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5857296A (en) | Concrete sandwich panel erection anchor | |
| CA2069814A1 (en) | Load supporting structure | |
| JPS5835596Y2 (en) | Auxiliary machine stand | |
| JP2015124054A (en) | Portal crane arrangement structure | |
| US2605720A (en) | Gondola car top chord angle and lading tie anchor | |
| GB1309285A (en) | Structural element | |
| ATE69212T1 (en) | BOX CARRIER FOR DOUBLE GIRDER GOVERNOR CRANES. | |
| JPH0343918Y2 (en) | ||
| CN218149992U (en) | Embedded reinforcing device for composite beam Niu Danban | |
| JPH078673Y2 (en) | Composite beam structure | |
| JPH0219483Y2 (en) | ||
| JPH0521940Y2 (en) | ||
| JPH0227607Y2 (en) | ||
| JP2575845Y2 (en) | Deck plate floor reinforcement structure | |
| CN114180001A (en) | Hatch coaming segmented transportation method and supporting device thereof | |
| JPS602145Y2 (en) | Structure of rail support beam | |
| JPH0353076Y2 (en) | ||
| CN114134765A (en) | Track beam supporting system and installation method | |
| US6358444B1 (en) | Method of preventing warp of a skid panel | |
| JPS60131385A (en) | Upper hull structure | |
| JPS61130536A (en) | Iron pillar leg | |
| JPS62178647A (en) | Prestressed truss girder | |
| JPH0341784U (en) | ||
| SU1664995A1 (en) | Form for concreting curvilinear structures | |
| CN113445408A (en) | Pier column for constructing arch bridge by cable-stayed hanging and buckling method |