JP3422950B2 - Construction site slab joints - Google Patents
Construction site slab jointsInfo
- Publication number
- JP3422950B2 JP3422950B2 JP16314199A JP16314199A JP3422950B2 JP 3422950 B2 JP3422950 B2 JP 3422950B2 JP 16314199 A JP16314199 A JP 16314199A JP 16314199 A JP16314199 A JP 16314199A JP 3422950 B2 JP3422950 B2 JP 3422950B2
- Authority
- JP
- Japan
- Prior art keywords
- iron plate
- screw
- cup
- base
- bolt
- 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 - Lifetime
Links
Landscapes
- Road Paving Structures (AREA)
- Joining Of Building Structures In Genera (AREA)
- Connection Of Plates (AREA)
Description
【0001】[0001]
【発明が属する技術分野】本発明は、建設現場用敷き鉄
板のジョイントに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joint for a spread iron plate for a construction site.
【0002】[0002]
【従来の技術】従来のこの種ジョイントには、敷き鉄板
と敷き鉄板とをボルトとナットを設けた2枚の固定体で
上下から挟み込み、ナットを締め付けることによって、
2枚の固定体で敷き鉄板を噛ませて、敷き鉄板の上下又
は横ずれ防止する構造よりなるものがある。2. Description of the Related Art In a conventional joint of this kind, a laying iron plate and a laying iron plate are sandwiched from above and below by two fixed bodies provided with bolts and nuts, and nuts are tightened,
2. Description of the Related Art There is a structure in which two fixed bodies bite a laid iron plate to prevent vertical or lateral displacement of the laid iron plate.
【0003】[0003]
【発明が解決しようとする課題】上記従来のジョイント
では、クレーンで吊り下げられたつなごうとする敷き鉄
板と敷き鉄板の端部を2枚の固定体で上下から挟み込む
際に、ボルトを通す間隔が敷き鉄板の端部でふさがれな
いようにするため、作業員が敷き鉄板に手を添えて敷き
鉄板の端部の位置決めをしていた。しかしながら、労働
安全衛生規則には、「吊り上げられた荷との接触又は吊
り上げた荷の落下により労働者に危険が生じるおそれの
ある箇所に労働者を立ち入らせないこと。」という規定
があり、上記従来のジョイントによる敷き鉄板のつなぎ
方では、クレーンで吊り下げられた敷き鉄板の近くに作
業員が立ち入ることになるので、上記規定に違反したつ
ぎ方をすることになるという問題点があった。本発明
は、このような問題点を解消しうる建設現場用敷き鉄板
のジョイントを提供することを目的とするものである。In the above-mentioned conventional joint, when the iron plate to be connected, which is hung by a crane, and the end of the iron plate are sandwiched by two fixing bodies from above and below, the interval for inserting the bolt is In order to prevent the edge of the spread iron plate from being blocked, a worker puts his or her hand on the spread iron plate to position the edge of the spread iron plate. However, the Occupational Safety and Health Regulations stipulate that "the worker should not be allowed to enter a place where there is a risk of danger to the worker due to contact with the suspended load or drop of the suspended load." In the conventional method of connecting the laid iron plates by the joint, since the worker enters near the laid iron plates suspended by the crane, there is a problem in that the above method is violated. An object of the present invention is to provide a joint for a spread iron plate for a construction site that can solve such problems.
【0004】[0004]
【課題を解決するための手段】上記の目的を達成するた
めに、本発明は、
(1) 請求項1の発明は、円形又は角形の鉄板の中心
部から等間隔をおいた位置と相対応する位置には、つな
ごうとする敷き鉄板の位置決めをするためのテーパーを
付した両側面を有する突起を上記鉄板から一体に突出す
るように設け、上記鉄板の中心部には、ねじ孔を設けて
なるベースと、上面の角部をアールに成形した鉄板の中
心部には、ねじボルトを通す小径の孔と、ねじボルトの
ねじ頭部を格納する大径の孔とを設け、上記鉄板の下面
において、上記各突起から両側へ等間隔をおいた位置と
相対向する位置には、鋼鉄製のピンをポンチ打ちにより
それぞれ設けてなるカップと、このカップの小径の孔を
通過し、上記ベースのねじ孔にねじ込むねじ部を有する
ボルトの上端に上記カップの大径の孔に格納されるねじ
頭部を設けてなるねじボルトとからなることを特徴とす
る。
(2) 請求項2の発明は、円形の中心部から両側へ等
間隔をおいた位置と相対応する位置には、つごうとする
敷き鉄板の位置決めをするためのテーパーを付した両側
面を有する突起を上記鉄板から一体に突出するように設
け、上記鉄板の中心部には、ねじ孔を設けてなるベース
と、上記鉄板の径より大きい径を有する鉄板であって、
その上面中心部から周辺部にかけてアール状のテーパー
を付した鉄板の中心部には、ねじボルトを通す小径の孔
と、ねじボルトのねじ頭部を格納する大径の孔とを設
け、上記鉄板の下面において、上記突起から両側へ等間
隔をおいた位置と相対応する位置には、鋼鉄製のピンを
ポンチ打ちによりそれぞれ設けてなるカップと、このカ
ップの小径の孔を通過し、ベースのねじ孔にねじ込むボ
ルトの上端にねじ頭部を設けてなるボルトとからなるこ
とを特徴とするものである。
(3) 請求項3の発明は、(1)項又は(2)項に記
載の建設現場用敷き鉄板のジョイントにおいて、ベース
から一体に突出するように設けられた各突起の上端端面
には、目立つ色のペイントや、蛍光色を発するペイント
を塗布することを特徴とする。上記の建設現場用敷き鉄
板のジョイントでは、クレーンで敷き鉄板を吊り下げ、
その敷き鉄板のつなごうとする端部側面をベースに設け
た突起からテーパーを付した側面に接触させながら降下
させていくと、敷き鉄板の端部がベースの上面で決めら
れた位置に降下するので、敷き鉄板に作業員が手を添え
なくて済む。In order to achieve the above object, the present invention provides: (1) The invention according to claim 1 corresponds to a position equidistant from the center of a circular or square iron plate. At the position to be provided, a projection having tapered side surfaces for positioning the laying iron plate to be connected is provided so as to integrally project from the iron plate, and a screw hole is provided at the center of the iron plate. And a small diameter hole for passing the screw bolt and a large diameter hole for storing the screw head of the screw bolt in the central portion of the iron plate with the corners of the upper surface rounded. In each of the above-mentioned bases, a cup made by punching a steel pin is provided at a position opposite to a position at which the protrusions are equally spaced from each other on both sides, and a small-diameter hole of the cup is passed through the cup. Has a screw part that is screwed into the screw hole Characterized in that comprising a belt upper end it threaded bolt formed by providing a screw head that is stored in the hole of the large diameter of the cup. (2) According to the invention of claim 2, at the positions corresponding to the positions equally spaced from the center of the circular shape to both sides, tapered both side surfaces for positioning the laid iron plate to be toughened are provided. Provided so as to integrally project the protrusion having from the iron plate, in the center of the iron plate, a base provided with a screw hole, and an iron plate having a diameter larger than the diameter of the iron plate,
In the center of the iron plate that has a rounded taper from the center of the upper surface to the periphery, a small diameter hole for passing the screw bolt and a large diameter hole for storing the screw head of the screw bolt are provided. On the lower surface of the base plate, at positions corresponding to the positions equally spaced from the protrusion on both sides, a cup made by punching steel pins and a small-diameter hole in the cup are passed through to It is characterized in that it comprises a bolt having a screw head at the upper end of the bolt screwed into the screw hole. (3) The invention of claim 3 is, in the joint of the laid iron plate for a construction site according to (1) or (2), the upper end face of each protrusion provided so as to integrally project from the base, It is characterized by applying a paint of a conspicuous color or a paint that emits a fluorescent color. At the joint of the above-mentioned iron plate for construction site, suspend the iron plate with a crane,
When the side surface of the end of the spread iron plate that is going to connect is lowered while contacting the tapered side surface from the protrusion provided on the base, the end of the spread iron plate will drop to the position determined by the top surface of the base. , Workers do not have to touch the laid iron plate.
【0005】[0005]
【発明の実施の形態】次に、図1ないし図3にもとづい
て本発明の第一実施の形態を説明すると、1はベース
で、周縁を円形又は角形に成形した鉄板2の中心部から
両側へ等間隔をおいた位置に、つなごうとする鉄板の位
置決めをするためのテーパー3、4を付した両側面を有
する突起5、6を鉄板2から一体に突出するように設
け、鉄板2の中心部には、ねじ孔7を設け、鉄板2の下
面には、複数のリブ8を設けてなる。ねじ孔7には、袋
ナットを使用することもある。突起5、6の上端端面に
は、目立つ色のペイントや、蛍光色を発するペイントを
塗布してある。突起5、6をこのように構成することに
より、昼間や夜間に敷き鉄板同士をつなぐ作業をする場
合、作業員が突起5、6の位置を一段と確認しやすくな
るという利点を生ずる。9はカップで、上面側の角部を
アール10に成形し、かつ、ベース1の径より若干小径
に成形した円形鉄板11の中心部には、ねじボルトを通
す小径の孔12と、ねじボルトの上端に成形されている
ねじ頭部を格納し、かつ、レンチをはめる間隔13を有
する大径の孔14とを設け、カップ9の下面において、
ベース1に各突起5、6から両側へ等間隔をおいた位置
と相対応する位置には、鋼鉄製のピン15をそれぞれ設
けるとともに、各ピン15の間隔部分ごとに各突起5、
6の上端が入り込める凹部16を設けてなる。各ピン1
5の両側には、図3に示すようにピン15が動かないよ
うにするためのポンチ打ち18、18を施してある。こ
のカップ9と、上記ベース1には、ユニクロムメッキの
表面処理が施されている。19はねじボルトで、小径の
孔12を通過し、ねじ孔7にねじ込むねじ部20を有す
るボルト19の上端には、大径の孔14に格納される六
角形のねじ頭部22を設けてなる。17はねじ頭部22
の下面を受け止めるワッシャ又はスプリングワッシャで
ある。BEST MODE FOR CARRYING OUT THE INVENTION Next, a first embodiment of the present invention will be described with reference to FIGS. 1 to 3. Reference numeral 1 denotes a base, which has a peripheral edge formed into a circular shape or a square shape. Providing protrusions 5 and 6 having both side surfaces with tapers 3 and 4 for positioning the iron plate to be connected so as to integrally project from the iron plate 2 at evenly spaced positions The portion is provided with a screw hole 7, and the lower surface of the iron plate 2 is provided with a plurality of ribs 8. A cap nut may be used for the screw hole 7. On the upper end surfaces of the protrusions 5 and 6, a paint of a noticeable color or a paint emitting a fluorescent color is applied. By configuring the protrusions 5 and 6 in this way, there is an advantage that it becomes easier for a worker to confirm the positions of the protrusions 5 and 6 when performing work for connecting iron plates laid in the daytime or nighttime. Reference numeral 9 denotes a cup, which has a rounded iron plate 11 having a corner portion on the upper surface side formed into a radius 10 and a diameter slightly smaller than the diameter of the base 1, and a small diameter hole 12 through which a screw bolt is inserted, and a screw bolt. A large-diameter hole 14 for accommodating the screw head formed at the upper end of the cup and having a space 13 for fitting a wrench is provided.
Steel pins 15 are provided at positions corresponding to the positions on the base 1 that are equally spaced from the protrusions 5 and 6 on both sides, and the protrusions 5 are provided at intervals of the pins 15.
A recess 16 into which the upper end of 6 can enter is provided. Each pin 1
As shown in FIG. 3, punches 18, 18 are provided on both sides of the pin 5 to prevent the pin 15 from moving. The cup 9 and the base 1 are surface-treated by unichrome plating. Reference numeral 19 denotes a screw bolt, which has a hexagonal screw head 22 housed in the large diameter hole 14 at the upper end of the bolt 19 which has a screw portion 20 which passes through the small diameter hole 12 and is screwed into the screw hole 7. Become. 17 is a screw head 22
Washer or spring washer that receives the lower surface of the.
【0006】上記の構成よりなる建設現場用敷き鉄板の
ジョイントでは、クレーンで吊り下げられた敷き鉄板2
3のつなごうとする端部側面と、敷き鉄板24のつなご
うとする端部側面を突起5、6の上方から突起5、6の
テーパー3、4を付した側面に接触させながら降下させ
ていくと、敷き鉄板23の端部側面と、敷き鉄板24の
端部側面が図2に示すようにベース1の上面でねじボル
トを通す間隔より若干広い間隔25を有する決められた
位置に降下する。そこで、クレーンを遠去け、カップ9
を敷き鉄板23の端部と、敷き鉄板24の端部の上に覆
せ、各ピン15の先端を敷き鉄板23の端部上面と、敷
き鉄板24の端部上面に突き当てると同時に、突起5、
6の上端を凹部16、16の下方に入れる。次いで、ね
じボルト19を小径の孔12に通過させた後、ねじ部2
0をねじ部7にねじ込んでいき、ねじ頭部22を大径の
孔14内に完全に格納する位置にねじ込んで、カップ9
を締め付けるときに、各ピン15の先端が敷き鉄板2
3、24の端部上面に喰い込んで、敷き鉄板23と敷き
鉄板24がつながれる。16はカップ9の下面にいくつ
も設けた凹部で、軽量で持ち運びやすい建設現場用敷き
鉄板のジョイントを提供することができる。なお、別の
2枚の敷き鉄板のつなごうとする端部側面を突起5、6
の上方から突起5、6のテーパー3、4を付した側面に
接触させながら降下させ、カップ9をねじボルト19で
締め付ければ、4枚の敷き鉄板をつなぐことができる。[0006] In the joint of the spread iron plate for the construction site having the above-mentioned structure, the spread iron plate 2 suspended by a crane is used.
3 and the end side surface of the spread iron plate 24 to be connected are lowered from above the projections 5 and 6 while contacting the side surfaces of the projections 5 and 6 with the taper 3 and 4. As shown in FIG. 2, the end side surface of the spread iron plate 23 and the end side surface of the spread iron plate 24 are lowered to a predetermined position having an interval 25 slightly wider than the interval through which the screw bolt is inserted on the upper surface of the base 1. There, the crane was moved away and the cup 9
The end of the spread iron plate 23 and the end of the spread iron plate 24, and the tips of the pins 15 are abutted against the end upper surface of the spread iron plate 23 and the end upper surface of the spread iron plate 24, and at the same time, the projection 5 ,
The upper end of 6 is put under the recesses 16, 16. Then, after passing the screw bolt 19 through the small-diameter hole 12, the screw portion 2
0 is screwed into the screw portion 7, and the screw head 22 is screwed into a position where the screw head 22 is completely stored in the large-diameter hole 14, and the cup 9
When tightening the
The spread iron plate 23 and the spread iron plate 24 are connected by biting into the upper surfaces of the end portions of 3 and 24. Reference numeral 16 denotes a concave portion provided on the lower surface of the cup 9 so as to provide a lightweight and easy-to-carry joint for a construction site iron plate. In addition, the side surfaces of the end portions of the other two laid iron plates to be connected are the protrusions 5 and 6.
When the cups 9 are lowered while coming into contact with the side surfaces of the protrusions 5 and 6 having the tapers 3 and 4 from above, and the cups 9 are tightened with the screw bolts 19, four laid iron plates can be connected.
【0007】次に、図4ないし図14にもとづいて本発
明の第二実施の形態を説明すると、26はベースで、周
縁を角丸にした円形の鉄板27の中心部から両側へ等間
隔をおいた位置に、つなごうとする敷き鉄板の位置決め
をするためのテーパー28、29を付した両側面を有す
る突起30、31を鉄板27から一体に突出するように
設け、鉄板27の中心部には、ねじ孔32を設け、鉄板
27の下面には、複数のリブ33を設けてある。ねじ孔
32には、袋ナットを使用することもある。なお、突起
30、31の上端端面には、目立つ色のペイントや、蛍
光色を発するペイントを塗布する。突起30、31をこ
のように構成することにより、昼間や夜間に敷き鉄板同
士をつなぐ作業をする場合、突起30、31の位置を一
段と確認しやすくなるという利点を生ずる。図5におい
て34はカップで、鉄板27の径より大きい径を有する
鉄板であって、その上面中間部から周辺部にかけて大き
なアール状のテーパー35を付した鉄板36の中心部に
は、ねじボルトを通す小径の孔37と、ねじボルトの上
端に形成されているねじ頭部を格納し、かつ、レンチを
はめる間隔38を有する大径の孔39とを設け、カップ
34の下面において、ベース26の各突起31、32か
ら両側へ等間隔をおいた位置と相対応する位置には、鋼
鉄製のピン40をそれぞれ設け、カップ34のうち、突
起30、31と相対向する部分には、突起31、32の
上端が入り込める孔43、43を設けてなる。このカッ
プ43と、上記ベース26には、ユニクロムメッキの表
面処理を施してある。各ピン40の両側には、図12に
示すようにピン40が動かないようにポンチ打ち51、
51を施してある。図5において44はねじボルトで、
小径の孔37を通過し、ねじ孔32にねじ込むねじ部4
5を有するボルト46の上端には、大径の孔39に格納
される六角形のねじ頭部47を設けてなる。17はねじ
頭部47の下面を受け止めるワッシャ又はスプリングワ
ッシャである。Next, a second embodiment of the present invention will be described with reference to FIGS. 4 to 14. Reference numeral 26 is a base, which is equidistant from the center of a circular iron plate 27 having rounded edges. Protrusions 30 and 31 having both side surfaces with tapers 28 and 29 for positioning the laid iron plate to be connected are provided so as to integrally project from the iron plate 27 at the position where the iron plate 27 is to be connected. , Screw holes 32 are provided, and a plurality of ribs 33 are provided on the lower surface of the iron plate 27. A cap nut may be used for the screw hole 32. It should be noted that a paint of a prominent color or a paint that emits a fluorescent color is applied to the upper end surfaces of the protrusions 30 and 31. By configuring the protrusions 30 and 31 in this way, there is an advantage that the positions of the protrusions 30 and 31 can be more easily confirmed when performing the work of connecting the spread iron plates in the daytime or the nighttime. In FIG. 5, reference numeral 34 denotes a cup, which is an iron plate having a diameter larger than the diameter of the iron plate 27, and a screw bolt is provided at the center of the iron plate 36 having a large rounded taper 35 from the upper middle portion to the peripheral portion. A small-diameter hole 37 through which the screw head is formed and a large-diameter hole 39 that stores the screw head formed at the upper end of the screw bolt and has a space 38 for fitting a wrench are provided. A steel pin 40 is provided at a position corresponding to a position spaced equidistantly from both sides of the protrusions 31 and 32, and a protrusion 31 is provided at a portion of the cup 34 that faces the protrusions 30 and 31. , 32 are provided with holes 43, 43 into which the upper ends of the holes 32, 32 can enter. The cup 43 and the base 26 are surface-treated by unichrome plating. On both sides of each pin 40, as shown in FIG. 12, punching 51 to prevent the pin 40 from moving,
51 is given. In FIG. 5, 44 is a screw bolt,
The screw portion 4 which passes through the small-diameter hole 37 and is screwed into the screw hole 32.
A hexagonal screw head 47 housed in a large-diameter hole 39 is provided at the upper end of the bolt 46 having the number 5. A washer or a spring washer 17 receives the lower surface of the screw head 47.
【0008】上記の構成よりなる建設現場用敷き鉄板の
ジョイントでは、クレーンで吊り下げた敷き鉄板48の
つなごうとする端部側面を突起30のテーパー28を付
した側面に接触させながら降下させていくと、敷き鉄板
48のつなごうとする端部が図5に示すようにベース2
6の上面でねじボルトを通す位置に接近した間隔49を
有する決められた位置に降下する。次に、クレーンで吊
り下げた敷き鉄板50の端部側面を突起31の上方から
テーパー29を付した側面に水平に突き当てることがで
きるが、図5に示すように敷き鉄板50を傾斜地の角度
に合わせて傾斜させ、そのつなごうとする端部側面を突
起31のテーパー29を付した側面に突き当てて接触さ
せ、位置決めすることもできる。この状態で、クレーン
を遠去け、カップ34を敷き鉄板48の端部と、敷き鉄
板50の端部の上に覆せ、各ピン40の先端を敷き鉄板
48の端部上面と、敷き鉄板50の端部上面に突き当て
ると同時に、突起30、31の上端を孔43、43の下
方に入れる。次いで、ねじボルト44を小径の孔47に
通過させた後、ねじ部45をねじ孔32にねじ込んでい
き、ねじ頭部47を大径の孔39に完全に格納する位置
にねじ込んで、カップ34を締め付けたときに、各ピン
40の先端が敷き鉄板48、50に喰い込んで、敷き鉄
板48、50がつながれる。別の2枚の敷き鉄板のつな
ごうとする端部側面を突起30、31の上方から突起3
0、31のテーパー28、29を付した側面に接触させ
ながら降下させ、カップ34をねじボルト44で締め付
ければ、4枚の敷き鉄板をつなぐこともできる。この実
施の形態では、敷き鉄板を傾斜地に敷いてつなぐのに適
しており、また、カップ34の上面中央部から周辺部に
かけて大きなアールのテーパー35を付してあるので、
建設現場のコーナー部分のジョイントとして使用すれ
ば、ブルドーザのグローサがジョイントに突き当たるの
を防ぐ利点がある。In the construction floor iron plate joint having the above structure, the end side surface of the floor iron plate 48 hung by the crane to be connected is lowered while contacting the side surface of the projection 30 having the taper 28. As shown in FIG. 5, the end of the laid iron plate 48 which is to be connected is the base 2
The upper surface of 6 descends to a defined position with a gap 49 close to the position of the threaded bolt. Next, it is possible to horizontally abut the end side surface of the laid iron plate 50 hung by a crane from above the projection 31 to the side surface with the taper 29, but as shown in FIG. It is also possible to position the end portion side surface to be connected by abutting it against the side surface of the projection 31 having the taper 29 so as to be brought into contact therewith. In this state, the crane is moved away, and the cup 34 is laid over the end of the laid iron plate 48 and the end of the laid iron plate 50, and the tip of each pin 40 is placed on the upper surface of the laid iron plate 48 and the laid iron plate 50. At the same time, the upper ends of the protrusions 30 and 31 are put under the holes 43 and 43. Next, after passing the screw bolt 44 through the small diameter hole 47, the screw portion 45 is screwed into the screw hole 32, and the screw head 47 is screwed into a position where the screw head 47 is completely stored in the large diameter hole 39, and the cup 34 When tightened, the tip of each pin 40 bites into the spread iron plates 48, 50, and the spread iron plates 48, 50 are connected. From the upper side of the protrusions 30 and 31, the protrusions 3 on the side surfaces of the end portions of the other two laid iron plates to be connected.
It is also possible to connect four laid iron plates by contacting the side surfaces with the tapers 28 and 29 of 0 and 31 while descending and tightening the cup 34 with the screw bolts 44. In this embodiment, it is suitable for laying and laying an iron sheet on an inclined ground, and since a large rounded taper 35 is attached from the central portion to the peripheral portion of the upper surface of the cup 34,
When used as a joint at the corner of a construction site, it has the advantage of preventing the bulldozer grouser from hitting the joint.
【0009】[0009]
【発明の効果】本発明は、叙上のように構成したから、
次のような効果を奏する。
(1) 請求項1に記載の発明は、クレーンの操作だけ
で、つなごうとする各鉄板の端部をジョイントのベース
上面に位置決めすることができ、その位置決めの際に、
ジョイントのベースの近辺に作業員が立ち入らなくて済
むため、労働安全衛生規則の前記規定に違反するような
ことは全くなく、安全に何回でも、使用できる建設現場
用敷き鉄板のジョイントを提供することができる。
(2) 請求項2に記載の発明は、敷き鉄板同士を傾斜
地の角度に合わせてつなぐことができる。
(3) 請求項3に記載の発明は、昼間や夜間におい
て、敷き鉄板同士をつなぐ作業をする場合、作業員がベ
ースから一体に突出する位置決め突起の位置を一段と確
認しやすくなるという利点を生ずる。Since the present invention is constructed as described above,
It has the following effects. (1) The invention according to claim 1 can position the end of each iron plate to be connected to the upper surface of the base of the joint only by operating the crane.
Since no workers need to enter near the joint base, it never violates the above-mentioned provisions of the Occupational Safety and Health Regulations, and provides a joint for a steel sheet laying on a construction site that can be safely used any number of times. be able to. (2) According to the invention described in claim 2, the spread iron plates can be connected to each other according to the angle of the sloping ground. (3) The invention according to claim 3 has an advantage that it becomes easier for a worker to further confirm the position of the positioning protrusion integrally protruding from the base when performing the work of connecting the spread iron plates in the daytime or night. .
【図1】本発明の第一実施の形態に係るジョイントの平
面図である。FIG. 1 is a plan view of a joint according to a first embodiment of the present invention.
【図2】上記ジョイントの側面図である。FIG. 2 is a side view of the joint.
【図3】上記ジョイントのカップにおいてピンの両側に
ポンチ打ちした状態を示す図である。FIG. 3 is a view showing a state in which both sides of a pin are punched in the cup of the joint.
【図4】本発明の第二実施の形態に係るジョイントの平
面図である。FIG. 4 is a plan view of a joint according to a second embodiment of the present invention.
【図5】図4のA−O−Aに沿った側面図である。5 is a side view taken along the line AOA of FIG.
【図6】上記ジョイントのベースの底面図である。FIG. 6 is a bottom view of the base of the joint.
【図7】同ベースの側面図である。FIG. 7 is a side view of the base.
【図8】同ベースの平面図である。FIG. 8 is a plan view of the base.
【図9】上記ジョイントのカップの平面図である。FIG. 9 is a plan view of the cup of the joint.
【図10】図9のA−O−A線断面図である。10 is a cross-sectional view taken along the line AOA of FIG.
【図11】同カップの底面図である。FIG. 11 is a bottom view of the cup.
【図12】同カップにおいてピンの両側にポンチ打ちし
た状態を示す図である。FIG. 12 is a view showing a state in which punches are made on both sides of a pin in the cup.
【図13】ピンの後端の平面図である。FIG. 13 is a plan view of the rear end of the pin.
【図14】ピンの側面図である。FIG. 14 is a side view of the pin.
1 ベース 3、4 テーパー 5、6 突起 7 ねじ孔 9 カップ 12 小径の孔 14 大径の孔 15 ピン 19 ねじボルト 26 ベース 28、29 テーパー 30、31 突起 32 ねじ孔 34 カップ 35 テーパー 37 小径の孔 39 大径の孔 40 ピン 44 ねじボルト 1 base 3, 4 taper 5, 6 protrusion 7 screw holes 9 cups 12 small diameter holes 14 Large hole 15 pin 19 screw bolts 26 base 28, 29 taper 30, 31 protrusion 32 screw holes 34 cups 35 taper 37 Small diameter hole 39 Large diameter hole 40 pin 44 screw bolt
───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E01C 9/08 E04B 1/61 F16B 5/06 ─────────────────────────────────────────────────── ─── Continuation of front page (58) Fields surveyed (Int.Cl. 7 , DB name) E01C 9/08 E04B 1/61 F16B 5/06
Claims (3)
等間隔をおいた位置には、つなごうとする敷き鉄板の位
置決めをするためのテーパーを付した両側面を有する突
起を上記鉄板から一体に突出するように設け、上記鉄板
の中心部には、ねじ孔を設けてなるベースと、上面の角
部をアールに成形した鉄板の中心部には、ねじボルトを
通す小径の孔と、ねじボルトの頭部を格納する大径の孔
とを設け、上記鉄板の下面において、上記ベースの各突
起から両側へ等間隔をおいた位置と相対応する位置に
は、鋼鉄製のピンをポンチ打ちによりそれぞれ設けてな
るカップと、このカップの小径の孔を通過し、上記ベー
スのねじ孔にねじ込むネジ部を有するボルトの上端に上
記カップの大径の孔に格納されるねじ頭部を設けてなる
ボルトとからなる建設現場用敷き鉄板のジョイント。1. A protrusion having tapered side surfaces for positioning a laying iron plate to be connected is integrally formed from the iron plate at positions equidistant from the center of the circular or square iron plate to both sides. The base of the iron plate is provided with a screw hole in the center of the iron plate, and the center of the iron plate with the corners of the upper surface rounded is formed with a small-diameter hole through which a screw bolt is inserted. A large diameter hole for housing the head of the bolt is provided, and a steel pin is punched at a position on the lower surface of the iron plate that corresponds to the position equally spaced from each protrusion of the base on both sides. And a screw head that is stored in the large-diameter hole of the cup at the upper end of the bolt having a screw part that passes through the small-diameter hole of the cup and screwed into the screw hole of the base. Construction consisting of bolts On-site iron plate joint.
おいた位置と相対応する位置には、つなごうとする敷き
鉄板の位置決めをするためのテーパーを付した両側面を
有する突起を上記鉄板から一体に突出するように設け、
上記鉄板の中心部には、ねじ孔を設けてなるベースと、
上記鉄板の径より大きい径を有する鉄板であって、その
上面中間部から周辺部にかけてアール状のテーパーを付
した鉄板の中心部には、ねじボルトを通す小径のねじ孔
と、ねじボルトの頭部を格納する大径の孔とを設け、上
記鉄板の下面において、上記各突起から両側へ等間隔を
おいた位置と相対応する位置には、鋼鉄製のピンをポン
チ打ちによりそれぞれ設けてなるカップと、このカップ
の小径の孔を通過し、上記ベースのねじ孔にねじ込むね
じ部を有するボルトの上端に上記カップの大径の孔に格
納されるねじ頭部を設けてなるねじボルトとからなる建
設現場用敷き鉄板のジョイント。2. A protrusion having tapered side surfaces for positioning a spread iron plate to be connected is provided at a position corresponding to a position equally spaced from the center of the circular iron plate to both sides. Provided so as to integrally project from the iron plate,
In the center of the iron plate, a base provided with a screw hole,
An iron plate having a diameter larger than the diameter of the iron plate, the central part of the iron plate having a rounded taper from the middle portion of the upper surface to the peripheral portion, has a small-diameter screw hole through which a screw bolt is inserted, and a head of the screw bolt. A large-diameter hole for accommodating a portion is provided, and steel pins are provided by punching at positions corresponding to positions on the lower surface of the iron plate that are equally spaced from each of the protrusions to both sides. From a cup and a screw bolt that has a screw head that passes through a small-diameter hole of the cup and that is screwed into the screw hole of the base and has a screw head housed in the large-diameter hole of the cup at the upper end of the bolt. A joint of spread iron plates for construction sites.
用敷き鉄板のジョイントにおいて、ベースから一体に突
出するように設けられた各突起の上端端面には、目立つ
色や、蛍光色を発するペイントが塗布されていることを
特徴とする建設現場用敷き鉄板のジョイント。3. The joint of a spread iron plate for a construction site according to claim 1 or 2, wherein the upper end surface of each protrusion provided so as to integrally project from the base is colored in a conspicuous color or a fluorescent color. A joint of a spread iron plate for a construction site, which is characterized by being applied with paint to be emitted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16314199A JP3422950B2 (en) | 1999-06-09 | 1999-06-09 | Construction site slab joints |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP16314199A JP3422950B2 (en) | 1999-06-09 | 1999-06-09 | Construction site slab joints |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2000352124A JP2000352124A (en) | 2000-12-19 |
| JP3422950B2 true JP3422950B2 (en) | 2003-07-07 |
Family
ID=15768002
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP16314199A Expired - Lifetime JP3422950B2 (en) | 1999-06-09 | 1999-06-09 | Construction site slab joints |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP3422950B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2022070690A (en) * | 2020-10-27 | 2022-05-13 | カナフレックスコーポレーション株式会社 | Simple road |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP4614453B2 (en) * | 2006-03-30 | 2011-01-19 | 株式会社国元商会 | Connecting devices such as plate materials |
| JP6241561B1 (en) * | 2017-04-03 | 2017-12-06 | イモア株式会社 | Laying iron plate joint for construction site |
| JP6641675B1 (en) * | 2018-12-05 | 2020-02-05 | イモア株式会社 | Laying iron plate joints for construction sites |
| CN112921741A (en) * | 2021-01-22 | 2021-06-08 | 浙江省建工集团有限责任公司 | Solderless paving steel plate connecting piece for construction site and use method thereof |
-
1999
- 1999-06-09 JP JP16314199A patent/JP3422950B2/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2022070690A (en) * | 2020-10-27 | 2022-05-13 | カナフレックスコーポレーション株式会社 | Simple road |
| JP7301386B2 (en) | 2020-10-27 | 2023-07-03 | カナフレックスコーポレーション株式会社 | simple road |
Also Published As
| Publication number | Publication date |
|---|---|
| JP2000352124A (en) | 2000-12-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US2772560A (en) | Pick-up device for pre-cast concrete slabs | |
| US6298629B1 (en) | Safety line anchorage assemblies | |
| JP3422950B2 (en) | Construction site slab joints | |
| KR20200041715A (en) | Deck assembly | |
| US9435131B2 (en) | Portable and reusable connection device having secure anchor point | |
| JP2000303682A (en) | Suspended scaffold and its construction method | |
| EP1050687B1 (en) | Safety line anchorage assemblies | |
| JP2518114Y2 (en) | Bolt extension structure | |
| JP2630918B2 (en) | Artificial wall assembly equipment for climbing | |
| JPH0516347Y2 (en) | ||
| AU2007101088B4 (en) | A Clamp | |
| JP2004052495A (en) | Steel plate connection method | |
| KR102339814B1 (en) | Safety fence for height | |
| JPH0712555Y2 (en) | Mast fixture | |
| JPH0348983Y2 (en) | ||
| JPS6344484Y2 (en) | ||
| JPH057440Y2 (en) | ||
| JP3049601B2 (en) | Step cancellation slope | |
| JPH07243205A (en) | Scaffolding device | |
| JPH0621922Y2 (en) | Load-supporting expansion joint device | |
| JPH0673499U (en) | Fasteners for wire rope intersections | |
| AU2016101580A4 (en) | Device for handling electrical cabling | |
| JPH0440351Y2 (en) | ||
| JPH0740596Y2 (en) | Scaffolding log support for tiled roof | |
| JPH0526081Y2 (en) |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| TRDD | Decision of grant or rejection written | ||
| R150 | Certificate of patent or registration of utility model |
Ref document number: 3422950 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
| RD02 | Notification of acceptance of power of attorney |
Free format text: JAPANESE INTERMEDIATE CODE: R3D02 |
|
| S111 | Request for change of ownership or part of ownership |
Free format text: JAPANESE INTERMEDIATE CODE: R313117 |
|
| S531 | Written request for registration of change of domicile |
Free format text: JAPANESE INTERMEDIATE CODE: R313531 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090425 Year of fee payment: 6 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100425 Year of fee payment: 7 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110425 Year of fee payment: 8 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110425 Year of fee payment: 8 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120425 Year of fee payment: 9 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130425 Year of fee payment: 10 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20140425 Year of fee payment: 11 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| S111 | Request for change of ownership or part of ownership |
Free format text: JAPANESE INTERMEDIATE CODE: R313113 |
|
| R350 | Written notification of registration of transfer |
Free format text: JAPANESE INTERMEDIATE CODE: R350 |
|
| R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
| EXPY | Cancellation because of completion of term |