JP2000247290A - Cargo lashing device - Google Patents

Cargo lashing device

Info

Publication number
JP2000247290A
JP2000247290A JP11047287A JP4728799A JP2000247290A JP 2000247290 A JP2000247290 A JP 2000247290A JP 11047287 A JP11047287 A JP 11047287A JP 4728799 A JP4728799 A JP 4728799A JP 2000247290 A JP2000247290 A JP 2000247290A
Authority
JP
Japan
Prior art keywords
load
lashing
socket
column
socket holes
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
JP11047287A
Other languages
Japanese (ja)
Inventor
Taizo Nakanishi
泰三 中西
Yoshio Watanabe
能央 渡辺
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.)
Hitachi Zosen Corp
Original Assignee
Hitachi Zosen Corp
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 Hitachi Zosen Corp filed Critical Hitachi Zosen Corp
Priority to JP11047287A priority Critical patent/JP2000247290A/en
Publication of JP2000247290A publication Critical patent/JP2000247290A/en
Pending legal-status Critical Current

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  • Auxiliary Devices For And Details Of Packaging Control (AREA)

Abstract

PROBLEM TO BE SOLVED: To stably fix a cargo by reducing the distance between posts and the cargo to reduce a margin to adjust by a cushioning member and a wedge member. SOLUTION: This cargo lashing device comprises a plurality of lashing posts 11 erected between a floor rail and a ceiling rail in correspondence with four side faces of a cargo C of rectangular solid shape, and interposes cushioning members 8 and wedge members 9 between the cargo C and the side faces of the lashing posts 11 corresponding to at least two side faces to fix the cargo C. A post body of the lashing post 11 is formed in rectangular cross section, and post mounting parts 13, 14 of square cross section are formed at the lower end and upper end of the post body. Socket holes for detachably fitting the post mounting parts 13, 14 to erectly fix them are formed in the floor rail and ceiling rail. The post mounting parts 13, 14 are provided in positions eccentric from the axis of the post body.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明は、たとえば船倉内で
直方体形の荷を、複数の固縛支柱と緩衝材と楔部材とに
より固定する荷の固縛装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a load securing device for fixing a rectangular parallelepiped load in a hold, for example, with a plurality of securing posts, cushioning members, and wedge members.

【0002】[0002]

【従来の技術】従来の船倉に設けられる荷の固縛装置
は、たとえば図11,図13に示すように、床面2に、
多数の下部ソケット穴3が一定間隔毎に形成された固縛
用床レール4が並設され、天井5にはこれら床レール4
の上方に対応して、直線上に多数の上部ソケット穴6に
一定間隔毎に形成された天井レール7が設置されてい
る。そして、搬入された荷1の周囲で接近する複数の下
部ソケット穴3と上部ソケット穴6とにそれぞれ固縛支
柱1が装着され、たとえば荷Cの隣接する2つの側面を
直接固縛支柱1に当て付け、残りの2面に隣接する固縛
支柱1に緩衝部材8を取付け、緩衝部材8と荷との間に
緩衝楔9を打込んで固定していた。
2. Description of the Related Art As shown in FIGS. 11 and 13, for example, a conventional cargo securing device provided in a hold is provided on a floor surface 2. As shown in FIG.
A securing floor rail 4 having a number of lower socket holes 3 formed at regular intervals is provided side by side.
The ceiling rails 7 formed at regular intervals in a number of upper socket holes 6 are installed in a straight line corresponding to the upper part of the ceiling rail. The securing posts 1 are respectively mounted on the plurality of lower socket holes 3 and the upper socket holes 6 approaching around the loaded load 1. For example, two adjacent side surfaces of the load C are directly connected to the securing posts 1. The cushioning member 8 was attached to the lashing strut 1 adjacent to the remaining two surfaces, and the cushioning wedge 9 was driven and fixed between the cushioning member 8 and the load.

【0003】なお、従来の下部ソケット穴3(上部ソケ
ット穴6も)の配置は、図13に示すように、列方向お
よび幅方向に直線方向に等間隔で碁盤目状に並んで配置
されている。
As shown in FIG. 13, the conventional lower socket holes 3 (and upper socket holes 6) are arranged in a grid pattern at regular intervals in the row direction and the width direction in the linear direction. I have.

【0004】[0004]

【発明が解決しようとする課題】しかし、上記従来構成
では、荷の寸法は種類によって異なり、荷1とソケット
穴3,6との距離は一様ではない。しかもフォークリフ
トなどにより搬入するので、実際の搬入位置は設定位置
から通常僅かだけずれることになる。したがって、固縛
支柱7と荷1との距離x1,y1が広くなると、緩衝受
金物8と緩衝用楔9による調整代が大きくなり、このた
め固縛が不安定になりやすいという問題があった。
However, in the above-described conventional configuration, the size of the load differs depending on the type, and the distance between the load 1 and the socket holes 3 and 6 is not uniform. Moreover, since the wafer is carried in by a forklift or the like, the actual carrying position is usually slightly shifted from the set position. Therefore, when the distances x1 and y1 between the lashing support 7 and the load 1 are widened, the adjustment allowance by the buffer receiver 8 and the buffering wedge 9 increases, and thus the lashing tends to be unstable. .

【0005】本発明は上記問題点を解決して、支柱と荷
との距離を小さい適正な距離にできて緩衝部材と楔部材
による調整代が小さくでき、安定して荷を固定できる荷
の緊縛装置を提供することを目的とする。
SUMMARY OF THE INVENTION The present invention solves the above-mentioned problems, and makes it possible to reduce the distance between the support and the load to a small appropriate distance, reduce the adjustment allowance by the cushioning member and the wedge member, and stably fix the load. It is intended to provide a device.

【0006】[0006]

【課題を解決するための手段】上記目的を達成するため
に請求項1記載の発明は、直方体状の荷の4つの側面に
対応して、床部材と天井部材との間に複数の固縛支柱を
立設し、少なくとも2側面に対応する前記固縛支柱に、
荷の側面との間に緩衝部材と楔部材とを介装して固定す
る荷の固縛装置であって、前記固縛支柱の支柱本体を矩
形断面に形成するとともに、支柱本体の下端部と上端部
に正方形断面の支柱装着部をそれぞれ形成し、前記床部
材と天井部材とに、支柱装着部を着脱自在に嵌合して立
設固定するソケット穴を形成し、前記両支柱装着部を支
柱本体の軸心から偏心した位置に設けたものである。
In order to achieve the above object, according to the first aspect of the present invention, a plurality of lashings are provided between a floor member and a ceiling member corresponding to four sides of a rectangular parallelepiped load. An upright is provided, and the lashing support corresponding to at least two sides is
What is claimed is: 1. A load securing device comprising a buffer member and a wedge member interposed and fixed between side surfaces of a load, wherein the support body of the securing post is formed in a rectangular cross section, and a lower end portion of the support body is formed. A pillar mounting portion having a square cross section is formed at an upper end portion, and a socket hole is formed in the floor member and the ceiling member, and the pillar mounting portion is removably fitted and vertically fixed. It is provided at a position eccentric from the axis of the support body.

【0007】上記構成によれば、固縛支柱を90°ずつ
回転することにより、ソケット穴の中心から支柱本体側
面までの4つ距離から、調整代が適正なものを選択して
立設配置することができる。したがって、緩衝部材と楔
部材とを介装するための荷と支柱本体との距離を最適に
設定することができて、これにより荷を緩衝部材および
楔部材により固縛支柱間で安定して固定することができ
る。
[0007] According to the above configuration, by rotating the lashing column by 90 °, an appropriate adjustment is selected from four distances from the center of the socket hole to the side surface of the column main body, and the erected column is erected. be able to. Therefore, it is possible to optimally set the distance between the support body and the load for interposing the buffer member and the wedge member, thereby stably fixing the load between the securing posts by the buffer member and the wedge member. can do.

【0008】また請求項2記載の発明は、支柱本体の側
面が荷の側面に対して一定の傾斜角度で傾斜するように
立設固定するソケット穴または支柱装着部を形成し、前
記緩衝部材の固縛面を前記傾斜角度と同一角度で相対方
向に傾斜させ、前記支柱本体の側面に、この緩衝部材を
左右方向に位置調整自在に取り付ける調整手段を設けた
ものである。
According to a second aspect of the present invention, there is provided a socket hole or a column mounting portion which is erected and fixed so that the side surface of the column main body is inclined at a predetermined inclination angle with respect to the side surface of the load. The securing surface is inclined in the relative direction at the same angle as the inclination angle, and an adjusting means is provided on the side surface of the column main body so as to freely adjust the position of the cushioning member in the left-right direction.

【0009】上記構成によれば、調整手段により緩衝部
材を左右方向にずらせることで、緩衝部材の固縛面と荷
の側面との距離を任意に設定することができ、荷と支柱
本体との距離をさらに最適に設定することができ、安定
して固定することができる。
According to the above arrangement, the distance between the securing surface of the cushioning member and the side surface of the load can be arbitrarily set by shifting the cushioning member in the left-right direction by the adjusting means. Can be set more optimally and can be fixed stably.

【0010】さらに請求項3記載の発明は、上記構成に
おいて、床部材および天井部材に形成されたソケット穴
が、列方向に沿って均等位置に配置され、かつ隣接する
ソケット穴列のソケット穴がレール長さ方向に位置ずれ
した平面視が千鳥状に配置されたものである。
Further, according to the third aspect of the present invention, in the above structure, the socket holes formed in the floor member and the ceiling member are arranged at equal positions in the row direction, and the socket holes of the adjacent socket hole rows are formed in the same manner. In a plan view displaced in the rail length direction, they are arranged in a staggered manner.

【0011】上記構成によれば、列方向に直交する荷の
側面に対して、各列毎に近いソケット穴と遠いソケット
穴のうちから適正な距離のソケット穴を選択することが
でき、荷と支柱本体との距離をより最適に設定すること
ができ、安定して固定することができる。
[0011] According to the above configuration, it is possible to select a socket hole of an appropriate distance from a socket hole close to and distant from each row with respect to the side surface of the load orthogonal to the row direction. The distance from the column body can be set more optimally, and the column can be fixed stably.

【0012】さらに請求項4記載の発明は、請求項3の
構成において、各ソケット穴列のソケット穴が交互にレ
ール幅方向に位置ずれしたものである。
According to a fourth aspect of the invention, in the configuration of the third aspect, the socket holes of each socket hole row are alternately displaced in the rail width direction.

【0013】上記構成において、列方向に沿う荷の側面
に対して、各列毎に近いソケット穴と遠いソケット穴の
うちから適正な距離のソケット穴を選択することがで
き、荷と支柱本体との距離をより最適に設定することが
でき、安定して固定することができる。
[0013] In the above configuration, a socket hole of an appropriate distance can be selected from a socket hole close to and distant from each row with respect to the side surface of the load along the row direction. Can be set more optimally and can be fixed stably.

【0014】[0014]

【発明の実施の形態】ここで、本発明に係る船倉内の荷
の固縛装置の実施の形態を図1〜図6に基づいて説明す
る。なお、従来と同一部材には同一符号を付して説明を
省略する。この固縛支柱11は、図1〜図5に示すよう
に、正方形断面の支柱本体12と、支柱本体12の下端
部から下方に突設されて下部ソケット穴3に嵌合される
下部支柱装着部13と、支柱本体12の上端部から上方
に突設されて上部ソケット穴6に嵌合される上部支柱装
着部14とで構成される。この支柱本体12は、図4に
示すように、正方形断面の中心柱12aの4つの側面に
支持部材12bを介してフランジ板12cがそれぞれ取
り付けられ、これらフランジ板12cの両側に取付穴1
2dが上下方向に一定間隔毎に複数個形成されている。
前記下部支柱装着部13および上部支柱装着部14は、
図3に示すように、支柱本体12と相似形の正方形断面
に形成されるとともに、その中心CL2が支柱本体12
の軸心CL1から偏心されて、フランジ板12cの表面
からの距離a,b,c,dがそれぞれ異なる偏心位置に
設けられている。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a device for securing a load in a hold according to the present invention will be described with reference to FIGS. The same members as those in the related art are denoted by the same reference numerals, and description thereof will be omitted. As shown in FIGS. 1 to 5, the lashing column 11 has a column main body 12 having a square cross section, and a lower column mounting member projecting downward from the lower end of the column main body 12 and fitted into the lower socket hole 3. It comprises an upper column mounting portion 14 which projects upward from the upper end of the column main body 12 and is fitted into the upper socket hole 6. As shown in FIG. 4, the support body 12 has flange plates 12c mounted on four side surfaces of a center column 12a having a square cross section via support members 12b, and mounting holes 1 are provided on both sides of the flange plates 12c.
A plurality of 2d are formed at regular intervals in the vertical direction.
The lower column mounting portion 13 and the upper column mounting portion 14 are
As shown in FIG. 3, the support body 12 is formed in a square cross-section similar to the support body 12, and the center CL2 of the support body 12 is
And the distances a, b, c, and d from the surface of the flange plate 12c are provided at different eccentric positions.

【0015】また緩衝部材8は、支持材であるL形断面
の緩衝受金物8aと、この緩衝受金物8a上に載置され
る弾力性のある材木製の緩衝体8bからなり、緩衝受金
物8aの背面に突設された取付具である固定ボルト・ナ
ット8cによりフランジ板12cの取付穴12dに取付
けられる。また、この緩衝体8bの荷Cに対向する楔装
着面8cは、下部ほど荷C側に接近する楔受角αに形成
され、楔部材8が面接触するように構成されている。な
おこの楔部材9もたとえば弾力性のある材木製が使用さ
れる。
The cushioning member 8 comprises an L-shaped cushioning support 8a as a support material, and an elastic wooden buffer 8b mounted on the buffering support 8a. 8a is mounted in the mounting hole 12d of the flange plate 12c by a fixing bolt / nut 8c which is a mounting tool protruding from the rear surface of the flange 8a. The wedge mounting surface 8c of the buffer body 8b facing the load C is formed at a wedge receiving angle α that approaches the load C toward the lower part, so that the wedge member 8 is in surface contact. The wedge member 9 is also made of, for example, elastic wooden material.

【0016】したがって、固縛支柱11を軸心周りに9
0°ずつ回転させてソケット穴3,6に装着することに
より、各側面板12aの位置を4段階に変化させること
ができる。
Therefore, the securing column 11 is moved around the axis by 9
By rotating the sockets by 0 ° and mounting them in the socket holes 3 and 6, the position of each side plate 12a can be changed in four stages.

【0017】また、図6に示すように、床面2および天
井面5を構成する床レール(床部材)15および天井レ
ール(天井部材)16に形成されたソケット穴17,1
8は、列方向に沿って均等に配置されるとともに、隣接
するレール15,16のソケット穴17,18に対して
レール長さ方向に位置ずれした平面視が千鳥状に形成配
置されている。これにより、レール15,16の長さ方
向に直交する荷Cの側面に対して、接近距離DSにある
ソケット穴17,18または離間距離DLにあるソケッ
ト穴17,18の2つから適正なソケット穴17,18
を選択することができる。
As shown in FIG. 6, socket holes 17 and 1 formed in a floor rail (floor member) 15 and a ceiling rail (ceiling member) 16 constituting the floor surface 2 and the ceiling surface 5, respectively.
Numerals 8 are arranged evenly along the row direction, and are formed and arranged in a staggered manner in a plan view displaced in the rail length direction with respect to the socket holes 17 and 18 of the adjacent rails 15 and 16. Thereby, with respect to the side surface of the load C orthogonal to the length direction of the rails 15 and 16, an appropriate socket is inserted from two of the socket holes 17 and 18 at the approach distance DS or the socket holes 17 and 18 at the separation distance DL. Holes 17, 18
Can be selected.

【0018】なお、図7に示すように、床レール25お
よび天井レール26のソケット穴27,28をレール幅
方向に交互に位置ずれさせてもよい。このように構成す
ることで、従来では、床レール4および天井レール7の
中心位置で等間隔に配置されていたソケット穴3,6し
か選択肢がなかったが、ソケット穴27,28の配置を
レール長さ方向および幅方向に交互にずらせることによ
り、2つの荷Cの側面において、荷Cから緊縛支柱11
までの2つの距離DS,DLから選択することができ
る。
As shown in FIG. 7, the socket holes 27 and 28 of the floor rail 25 and the ceiling rail 26 may be alternately shifted in the rail width direction. With this configuration, conventionally, only the socket holes 3 and 6 that are arranged at equal intervals at the center position of the floor rail 4 and the ceiling rail 7 are available, but the arrangement of the socket holes 27 and 28 is changed to a rail. By alternately shifting in the length direction and the width direction, the side of the two loads C is separated from the load C by the binding posts 11.
Can be selected from two distances DS and DL.

【0019】上記構成において、フォークリフトなどの
作業装置により荷Cを船倉に搬入して、たとえば2つの
側面(1つまたは無しでもよい。)が既に立設された固
縛支柱11に当て付けられるように所定位置に載置す
る。次いで他の2つの側面に対応する床レール15およ
び天井レール16のソケット穴17,18に固縛支柱1
1を装着する。この時、まず適正な位置のソケット穴1
7,18を選択し、さらに荷Cの側面とソケット穴1
7,18の距離に対応して、固縛支柱11を軸心周りに
回転させて90°毎の偏心距離a,b,c,dから、緩
衝部材8と楔部材9がより適正に機能できる間隔を選択
する。さらに楔装着面8cと荷Cの側面との間に楔部材
9を上方から打込み、荷Cを強固に固定する。
In the above configuration, the load C is carried into the hold by a working device such as a forklift, and two side surfaces (one or none) may be applied to the already fixed securing columns 11. At a predetermined position. Then, the securing posts 1 are inserted into the socket holes 17 and 18 of the floor rail 15 and the ceiling rail 16 corresponding to the other two side surfaces.
1 is attached. At this time, the socket hole 1
7 and 18, and the side of load C and socket hole 1
In accordance with the distances 7 and 18, the lashing strut 11 is rotated about the axis, and the cushioning member 8 and the wedge member 9 can function more appropriately from the eccentric distances a, b, c, and d every 90 °. Select an interval. Further, the wedge member 9 is driven into the space between the wedge mounting surface 8c and the side surface of the load C from above, thereby firmly fixing the load C.

【0020】上記実施の形態によれば、ソケット穴1
7,18が千鳥状に配置されることにより、適正なソケ
ット穴17,18を選択することができる。また固縛支
柱11のソケット穴17,18への装着時に、90°毎
の偏心距離a,b,c,dのうちから、荷Cの側面とフ
ランジ面11cとの距離に対応して選択することがで
き、緩衝部材8と楔部材9とが適正に機能できる適正な
間隔に設定することができる。
According to the above embodiment, the socket hole 1
By arranging the studs 7 and 18 in a staggered manner, appropriate socket holes 17 and 18 can be selected. Further, when the lashing support 11 is mounted in the socket holes 17 and 18, the eccentric distances a, b, c, and d are selected from the eccentric distances a, b, c, and d corresponding to the distance between the side surface of the load C and the flange surface 11 c. It is possible to set an appropriate interval at which the buffer member 8 and the wedge member 9 can function properly.

【0021】図8〜図10は、他の実施の形態を示し、
先の実施の形態と同一部材には同一符号を付して説明を
省略する。この固縛支柱20は、支柱本体12の下端部
および上端部から突設された下部支柱装着部21および
上部支柱装着部22は、それぞれ正方形断面で、その中
心が支柱本体コーナー部からの傾き方向の距離e,f,
g,hがそれぞれ異なる偏心位置に設けられるととも
に、荷Cの側面に対してフランジ面12cが傾き角β=
20°〜40°の範囲で傾斜するように軸心まわりに捩
じられている。また、緩衝部材8の緩衝体23は、荷C
の側面と平行になるように、楔装着面23cが下部ほど
荷C側に接近する傾き角βに形成されている。したがっ
て、緩衝体23を緩衝受金物8a上で左右にスライドさ
せる調整手段により、楔装着面23cと荷Cの側面との
間隔を拡大縮小する微調整を行うことができる。もちろ
ん、先の実施の形態と同様に、固縛支柱11のソケット
穴17,18への装着時に、90°毎の傾き方向の偏心
距離e,f,g,hのうちから、荷Cの側面とフランジ
面11cとの距離に対応して選択することができる。な
お、ここで、傾き角βが20°未満では、緩衝体23の
スライドによる楔装着面23cと荷Cの側面との間隔の
変動が少なく、また40°を越えると、傾き角βによる
前後方向の分力が大きくなって緩衝体23が緩衝受金物
8a上で互いの摩擦力で支えきれなくなり、滑るおそれ
があるためである。
8 to 10 show another embodiment.
The same members as those in the previous embodiment are denoted by the same reference numerals, and description thereof will be omitted. The lashing support 20 has a lower support mounting portion 21 and an upper support mounting portion 22 projecting from a lower end and an upper end of the support main body 12, each having a square cross section, and having a center inclined from the support main body corner. Distances e, f,
g and h are provided at different eccentric positions, and the flange surface 12c is inclined with respect to the side surface of the load C by an inclination angle β =
It is twisted around the axis so as to incline in the range of 20 ° to 40 °. In addition, the buffer 23 of the buffer member 8 is
The wedge mounting surface 23c is formed at an inclination angle β such that the lower the wedge mounting surface 23c is, the closer to the load C side. Therefore, fine adjustment for enlarging or reducing the distance between the wedge mounting surface 23c and the side surface of the load C can be performed by the adjusting unit that slides the buffer body 23 left and right on the buffer receiver 8a. Of course, as in the previous embodiment, when the securing column 11 is mounted in the socket holes 17 and 18, the side faces of the load C are selected from the eccentric distances e, f, g, and h in the inclination directions at every 90 °. Can be selected according to the distance between the flange 11c and the flange surface 11c. Here, when the inclination angle β is less than 20 °, the change in the distance between the wedge mounting surface 23c and the side surface of the load C due to the slide of the buffer 23 is small. This is because the component force becomes large and the buffer 23 cannot be supported by the frictional force of each other on the buffer receiver 8a, and may slip.

【0022】上記構成において、フォークリフトなどの
作業装置により荷Cを船倉に搬入して、たとえば2つの
側面が既に立設された固縛支柱11に当て付けられるよ
うに所定位置に載置する。次いで他の2つの側面に対応
する床レール15および天井レール16のソケット穴1
7,18に固縛支柱11を装着する。この時、まず適正
な位置のソケット穴17,18を選択し、さらに荷Cの
側面とソケット穴17,18の距離に対応して、固縛支
柱11を軸心周りに回転させて90°毎の傾き方向の偏
心距離e,f,g,hから緩衝部材8と楔部材9がより
適正に機能できる間隔を選択する。そして、緩衝受金物
8aを支柱本体21の所定位置に取付け、緩衝体23を
緩衝受金物8a上で左右にスライドさせることにより、
楔装着面23cと荷Cの側面との間隔を微調整し、さら
に楔装着面23cと荷Cの側面との間に楔部材9を上方
から打込み、荷Cを強固に固定する。
In the above configuration, the load C is carried into the hold by a working device such as a forklift, and is placed at a predetermined position so that, for example, two sides are applied to the lashing posts 11 that are already erected. Then socket holes 1 of floor rail 15 and ceiling rail 16 corresponding to the other two sides
The lashing struts 11 are mounted on 7 and 18. At this time, first, the socket holes 17 and 18 at appropriate positions are selected, and further, the lashing support 11 is rotated about the axis corresponding to the distance between the side surface of the load C and the socket holes 17 and 18 so that every 90 ° From the eccentric distances e, f, g, and h in the inclination direction, the interval at which the buffer member 8 and the wedge member 9 can function more appropriately is selected. Then, the buffer receiver 8a is attached to a predetermined position of the column main body 21, and the buffer 23 is slid left and right on the buffer receiver 8a.
The distance between the wedge mounting surface 23c and the side surface of the load C is finely adjusted, and the wedge member 9 is driven between the wedge mounting surface 23c and the side surface of the load C from above, thereby firmly fixing the load C.

【0023】上記実施の形態によれば、先の実施の形態
の作用効果に加えて、緩衝体23を緩衝受金物8a上で
左右にスライドさせることにより、楔装着面23cと荷
Cの側面との間隔を微調整することができ、さらに楔部
材9による最適な間隔を設定することができる。なお、
上記実施の形態では、支柱装着部21および上部支柱装
着部22に傾き角βを与えたが、ソケット穴17,18
を傾き角βで傾けてもよい。
According to the above embodiment, in addition to the operation and effect of the above embodiment, the wedge mounting surface 23c and the side surface of the load C are formed by sliding the buffer 23 right and left on the buffer receiver 8a. Can be finely adjusted, and an optimum interval by the wedge member 9 can be set. In addition,
In the above-described embodiment, the inclination angle β is given to the column mounting portion 21 and the upper column mounting portion 22.
May be inclined at an inclination angle β.

【0024】[0024]

【発明の効果】以上に述べたごとく請求項1記載の発明
によれば、固縛支柱を90°ずつ回転することにより、
ソケット穴の中心から支柱本体側面までの4つ距離か
ら、調整代が適正なものを選択して立設配置することが
できる。したがって、緩衝部材と楔部材とを介装するた
めの荷と支柱本体との距離を最適に設定することができ
て、これにより荷を緩衝部材および楔部材により固縛支
柱間で安定して固定することができる。
As described above, according to the first aspect of the present invention, by rotating the securing post by 90 °,
From the four distances from the center of the socket hole to the side surface of the pillar main body, an appropriate adjustment allowance can be selected and erected. Therefore, it is possible to optimally set the distance between the support body and the load for interposing the buffer member and the wedge member, thereby stably fixing the load between the securing posts by the buffer member and the wedge member. can do.

【0025】また請求項2記載の発明によれば、調整手
段により緩衝部材を左右方向にずらせることで、緩衝部
材の固縛面と荷の側面との距離を任意に設定することが
でき、荷と支柱本体との距離をさらに最適に設定するこ
とができ、安定して固定することができる。
According to the second aspect of the present invention, the distance between the securing surface of the cushioning member and the side surface of the load can be arbitrarily set by shifting the cushioning member in the left-right direction by the adjusting means. The distance between the load and the pillar main body can be set more optimally, and can be fixed stably.

【0026】さらに請求項3記載の発明によれば、列方
向に直交する荷の側面に対して、各列毎に近いソケット
穴と遠いソケット穴のうちから適正な距離のソケット穴
を選択することができ、荷と支柱本体との距離をより最
適に設定することができ、安定して固定することができ
る。
Further, according to the third aspect of the present invention, a socket hole having an appropriate distance is selected from a close socket hole and a distant socket hole for each row with respect to the side surface of the load orthogonal to the row direction. The distance between the load and the support body can be set more optimally, and the load can be stably fixed.

【0027】さらに請求項4記載の発明によれば、列方
向に沿う荷の側面に対して、各列毎に近いソケット穴と
遠いソケット穴のうちから適正な距離のソケット穴を選
択することができ、荷と支柱本体との距離をより最適に
設定することができ、安定して固定することができる。
According to the fourth aspect of the present invention, it is possible to select a socket hole having an appropriate distance from a close socket hole and a distant socket hole for each row with respect to the side surface of the load along the row direction. It is possible to set the distance between the load and the support body more optimally, and to stably fix the load.

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

【図1】本発明に係る荷の固縛装置の実施の形態を示す
平面図である。
FIG. 1 is a plan view showing an embodiment of a load securing device according to the present invention.

【図2】同固縛支柱を示す側面図である。FIG. 2 is a side view showing the securing column.

【図3】同固縛支柱を示す拡大底面図である。FIG. 3 is an enlarged bottom view showing the lashing support.

【図4】同固縛支柱を示す横断面図である。FIG. 4 is a transverse sectional view showing the lashing column.

【図5】同固縛支柱に取り付けた緩衝部材と楔部材を示
す分解斜視図である。
FIG. 5 is an exploded perspective view showing a cushioning member and a wedge member attached to the securing column.

【図6】同床レールおよび天井レールのソケット穴の配
置を示す説明図である。
FIG. 6 is an explanatory view showing an arrangement of socket holes in the floor rail and the ceiling rail.

【図7】同ソケット穴の配置の変形例を示す説明図であ
る。
FIG. 7 is an explanatory view showing a modified example of the arrangement of the socket holes.

【図8】本発明に係る荷の固縛装置の他の実施の形態を
示す平面図である。
FIG. 8 is a plan view showing another embodiment of the load securing device according to the present invention.

【図9】同固縛支柱を示す側面図である。FIG. 9 is a side view showing the securing column.

【図10】同固縛支柱に取り付けた緩衝部材と楔部材を
示す分解斜視図である。
FIG. 10 is an exploded perspective view showing a cushioning member and a wedge member attached to the securing column.

【図11】従来の荷の固縛装置を示す斜視図である。FIG. 11 is a perspective view showing a conventional load securing device.

【図12】従来のソケット穴の配置を示す斜視図であ
る。
FIG. 12 is a perspective view showing a conventional arrangement of socket holes.

【図13】従来の緩衝部材と楔部材を示す側面図であ
る。
FIG. 13 is a side view showing a conventional buffer member and a wedge member.

【符号の説明】[Explanation of symbols]

2 床面 3,17,27 下部ソケット穴 4,15,25 床レール 6,18,28 上部ソケット穴 7,16,26 天井レール 8 緩衝部材 8a 緩衝受金物 8b 緩衝体 8c 楔装着面 11 固縛支柱 12 支柱本体 13 下部支柱装着部 14 上部支柱装着部 20 固縛支柱 21 下部支柱装着部 22 上部支柱装着部 23 緩衝体 23c 楔装着面 2 floor surface 3,17,27 lower socket hole 4,15,25 floor rail 6,18,28 upper socket hole 7,16,26 ceiling rail 8 buffer member 8a buffer receiver 8b buffer body 8c wedge mounting surface 11 Column 12 Column main body 13 Lower column mounting part 14 Upper column mounting part 20 Fixing column 21 Lower column mounting part 22 Upper column mounting part 23 Buffer 23c Wedge mounting surface

Claims (4)

【特許請求の範囲】[Claims] 【請求項1】直方体状の荷の4つの側面に対応して、床
部材と天井部材との間に複数の固縛支柱を立設し、少な
くとも2側面に対応する前記固縛支柱に、荷の側面との
間に緩衝部材と楔部材とを介装して固定する荷の固縛装
置であって、 前記固縛支柱の支柱本体を矩形断面に形成するととも
に、支柱本体の下端部と上端部に正方形断面の支柱装着
部をそれぞれ形成し、 前記床部材と天井部材とに、支柱装着部を着脱自在に嵌
合して立設固定するソケット穴を形成し、 前記両支柱装着部を支柱本体の軸心から偏心した同一鉛
直線上に設けたことを特徴とする荷の固縛装置。
1. A plurality of lashing struts are erected between a floor member and a ceiling member corresponding to four sides of a rectangular parallelepiped load, and the lashing struts corresponding to at least two side faces are provided with a load. A load securing device for interposing and fixing a buffer member and a wedge member between the support body and a side surface of the support body, the support body having a rectangular cross section, and a lower end and an upper end of the support body. A pillar mounting portion having a square cross-section is formed in each of the portions, and a socket hole is formed in the floor member and the ceiling member so that the pillar mounting portion is removably fitted and vertically fixed. A load securing device provided on the same vertical line eccentric from the axis of the main body.
【請求項2】支柱本体の側面が荷の側面に対して一定の
傾斜角度で傾斜するように立設固定するソケット穴また
は支柱装着部を形成し、 前記緩衝部材の固縛面を前記傾斜角度と同一角度で相対
向に傾斜させ、 前記支柱本体の側面に、この緩衝部材を左右方向に位置
調整自在に取り付ける調整手段を設けたことを特徴とす
る請求項1記載の荷の固縛装置。
2. A socket hole or a column mounting portion for standing and fixing the side surface of the column main body to a side surface of the load at a predetermined inclination angle, and a securing surface of the cushioning member is formed at the inclination angle. The load lashing device according to claim 1, wherein an adjusting means is provided on the side surface of the column main body so as to be capable of adjusting the position of the cushioning member in the left-right direction.
【請求項3】床部材および天井部材に形成されたソケッ
ト穴が、列方向に沿って均等位置に配置され、かつ隣接
するソケット穴列のソケット穴がレール長さ方向に位置
ずれした平面視が千鳥状に配置されたことを特徴とする
請求項1または2記載の荷の固縛装置。
3. A plan view in which socket holes formed in a floor member and a ceiling member are arranged at equal positions along a row direction, and socket holes of adjacent socket hole rows are displaced in a rail length direction. The load securing device according to claim 1 or 2, wherein the device is arranged in a staggered manner.
【請求項4】各ソケット穴列のソケット穴がレール幅方
向に位置ずれしたことを特徴とする請求項3記載の荷の
固縛装置。
4. The load securing device according to claim 3, wherein the socket holes of each row of socket holes are displaced in the rail width direction.
JP11047287A 1999-02-25 1999-02-25 Cargo lashing device Pending JP2000247290A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP11047287A JP2000247290A (en) 1999-02-25 1999-02-25 Cargo lashing device

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP11047287A JP2000247290A (en) 1999-02-25 1999-02-25 Cargo lashing device

Publications (1)

Publication Number Publication Date
JP2000247290A true JP2000247290A (en) 2000-09-12

Family

ID=12771086

Family Applications (1)

Application Number Title Priority Date Filing Date
JP11047287A Pending JP2000247290A (en) 1999-02-25 1999-02-25 Cargo lashing device

Country Status (1)

Country Link
JP (1) JP2000247290A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101398192B1 (en) 2013-09-25 2014-06-27 마스텍중공업 주식회사 Lashing Device for steel products carrying vessel
KR200479938Y1 (en) 2014-08-19 2016-03-24 대우조선해양 주식회사 Swivel chock for securing cargo

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101398192B1 (en) 2013-09-25 2014-06-27 마스텍중공업 주식회사 Lashing Device for steel products carrying vessel
KR200479938Y1 (en) 2014-08-19 2016-03-24 대우조선해양 주식회사 Swivel chock for securing cargo

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