JPH0881908A - Method for laying ground reinforcing iron plate and connector for ground reinforcing iron plate - Google Patents
Method for laying ground reinforcing iron plate and connector for ground reinforcing iron plateInfo
- Publication number
- JPH0881908A JPH0881908A JP24233994A JP24233994A JPH0881908A JP H0881908 A JPH0881908 A JP H0881908A JP 24233994 A JP24233994 A JP 24233994A JP 24233994 A JP24233994 A JP 24233994A JP H0881908 A JPH0881908 A JP H0881908A
- Authority
- JP
- Japan
- Prior art keywords
- reinforcing iron
- ground
- iron plate
- ground reinforcing
- engaging member
- 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
Links
Landscapes
- Road Paving Structures (AREA)
Abstract
(57)【要約】
【目的】 コストを掛けることなく地面補強鉄板相互の
連結を効率良く行なえる地面補強鉄板の敷設方法を提供
すること。
【構成】 複数枚の地面補強鉄板1を地面の上に敷設す
るに際して、揺動可能に連結された二つの係合部材11
からなり、各係合部材11にその揺動端側に開放する凹
部1105が形成された連結具3を複数用意し、地面の
上に敷設された第1の地面補強鉄板1の一辺1Aに、連
結具3の一方の係合部材11の凹部1105を係合さ
せ、第1の地面補強鉄板1に隣接して配置される第2の
地面補強鉄板1を敷設する際に、連結具3の他方の係合
部材11を、その凹部1105が上を向くように傾けて
おき、第2の地面補強鉄板1を吊り降ろしてその下方に
位置する一辺1Aを他方の係合部材11の凹部1105
に係合させ、係合部材11の揺動中心を中心として第2
の地面補強鉄板1を倒しつつ地面の上に敷設する。
(57) [Summary] [Purpose] To provide a method for laying ground reinforcing iron plates that can efficiently connect the ground reinforcing iron plates to each other without incurring cost. [Structure] When laying a plurality of ground reinforcing iron plates 1 on the ground, two engaging members 11 swingably connected to each other.
A plurality of connecting tools 3 each of which is formed with a concave portion 1105 that opens to the swinging end side of each engaging member 11 are provided, and one side 1A of the first ground reinforcing iron plate 1 laid on the ground, When the recess 1105 of the one engaging member 11 of the connector 3 is engaged and the second ground reinforcing iron plate 1 arranged adjacent to the first ground reinforcing iron plate 1 is laid, the other side of the connector 3 The engaging member 11 is tilted so that the concave portion 1105 faces upward, the second ground reinforcing iron plate 1 is hung, and one side 1A located below the second reinforcing iron plate 1 is concave portion 1105 of the other engaging member 11.
To the second position about the swing center of the engaging member 11.
Laying on the ground while laying down the ground reinforcing iron plate 1 of.
Description
【0001】[0001]
【産業上の利用分野】本発明は屋外作業場や建設現場等
に複数枚或は多数枚敷設される地面補強鉄板の敷設方法
に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of laying a plurality of or a large number of ground reinforcing iron plates on an outdoor work site or a construction site.
【0002】[0002]
【従来の技術】屋外作業場や建設現場等において軟弱で
多少起伏のある地面には、重機や資機材運搬車両が通行
し易いように、或は、資機材が置けるように、揚重機に
より厚手の鉄板、すなわち地面補強鉄板が複数枚、或は
多数枚敷設される。そして、地面補強鉄板は、通路とし
ての機能が十分に発揮され、或は、資機材置場としての
機能が十分に発揮されるように相互に連結され、ずれな
いように敷設される。2. Description of the Related Art In an outdoor work place or a construction site, a heavy machine is used to lift heavy equipment so that heavy equipment or a vehicle for transporting materials and equipment can easily pass or can be placed on an uneven ground. A plurality of iron plates, that is, ground reinforcing iron plates, or a large number of iron plates are laid. The ground reinforcing iron plates are connected to each other so that the function as a passage can be sufficiently exerted, or the function as a material / material storage place can be sufficiently exerted, and they are laid so as not to shift.
【0003】このような地面補強鉄板相互を連結する方
法として、従来、補強金物を用いて溶接止めしているの
が一般である。また、実開平6ー35505号に開示さ
れるように、地面補強鉄板に孔を開け、かすがい状の連
結ピンで止める方法も提案されている。As a method of connecting such ground reinforcing iron plates to each other, it has been customary in the past to use welding with a reinforcing metal. Further, as disclosed in Japanese Utility Model Laid-Open No. 6-35505, a method has been proposed in which a hole is formed in a ground reinforcing iron plate and the ground reinforcing iron plate is stopped by a connecting pin in a glaze shape.
【0004】[0004]
【発明が解決しようとする課題】しかしながら、溶接止
めする方法では、溶接作業を要するため、敷設時に手間
が掛かる他、撤去時にも手間が掛かり、地面補強鉄板の
枚数が多いと地面補強鉄板を敷設するだけでも大きなコ
ストが掛かる問題があった。また、連結ピンを用いる方
法では、鉄板に孔を開ける作業を要するため、手間が掛
かる問題がある。また、この方法では、連結ピンを孔に
挿入させるため鉄板相互を動かして位置調整を行なう必
要があるが、地面補強鉄板は通常1600Kg程度で揚
重機により取り扱われ、重量が大きいためこの位置調整
は困難な作業となり、地面補強鉄板相互の連結作業を効
率良く行なえない問題もある。本発明は前記事情に鑑み
案出されたものであって、本発明の目的は、コストを掛
けることなく地面補強鉄板相互の連結を効率良く行なえ
る方法及び連結具を提供することにある。However, the welding stopping method requires welding work, which is troublesome at the time of laying it and also takes time at the time of removal, so that when the number of ground reinforcing iron plates is large, the ground reinforcing iron plates are laid. However, there was a problem in that it would cost a lot of money. In addition, the method of using the connecting pin has a problem that it takes time and labor because it requires the work of making a hole in the iron plate. Also, in this method, it is necessary to move the iron plates to adjust the position in order to insert the connecting pin into the hole, but the ground reinforcing iron plate is usually handled by a lifting machine at about 1600 kg, and the weight is large, so this position adjustment is required. This is a difficult task, and there is also a problem that it is not possible to efficiently connect the ground reinforcing steel plates to each other. The present invention has been devised in view of the above circumstances, and an object of the present invention is to provide a method and a connecting tool capable of efficiently connecting ground reinforcing iron plates to each other without increasing costs.
【0005】[0005]
【課題を解決するための手段】前記目的を達成するため
請求項1記載の発明は地面補強鉄板の敷設方法であっ
て、平面視矩形の複数枚の地面補強鉄板を揚重機により
吊り上げ、互いに隣接させて地面の上に平面的に並べる
に際して、揺動可能に連結された二つの係合部材からな
り、各係合部材にその揺動端側に開放され前記地面補強
鉄板の挿入を可能とした凹部が形成された連結具を複数
用意し、地面の上に敷設された第1の地面補強鉄板の一
辺に、前記連結具の一方の係合部材の凹部を係合させ、
この第1の地面補強鉄板に隣接して配置される第2の地
面補強鉄板を地面に敷設する際に、連結具の他方の係合
部材を、その凹部が上を向くように傾けておき、第2の
地面補強鉄板をその面が上下方向に延在するように吊り
上げ、このような状態で第2の地面補強鉄板を吊り降ろ
してその下方に位置する一辺を他方の係合部材の凹部に
係合させ、前記係合部材の揺動中心を中心として第2の
地面補強鉄板を倒しつつ地面の上に敷設するようにした
ことを特徴とする。また、請求項2記載の発明は、地面
補強鉄板を地面の上で相互に連結させて平面的に並べる
際に用いられる連結具であって、前記連結具は二つの係
合部材が揺動可能に連結されて構成され、各係合部材に
はその揺動端側に開放され前記地面補強鉄板の挿入を可
能とした凹部が形成されていることを特徴とする。In order to achieve the above object, the invention according to claim 1 is a method of laying ground reinforcing iron plates, wherein a plurality of ground reinforcing iron plates having a rectangular shape in plan view are hoisted by a lifting machine and adjacent to each other. Then, when arranging in a plane on the ground, it consists of two engaging members that are swingably connected, and each engaging member is opened to the swing end side to allow the ground reinforcing iron plate to be inserted. Prepare a plurality of connecting tools in which a recess is formed, and engage one side of the first ground reinforcing iron plate laid on the ground with the recess of one engaging member of the connecting tool,
When laying on the ground the second ground reinforcing iron plate arranged adjacent to the first ground reinforcing iron plate, the other engaging member of the connecting tool is tilted so that the recess faces upward, The second ground reinforcing iron plate is lifted so that its surface extends in the up-down direction, and in this state, the second ground reinforcing iron plate is hung and one side located below the second ground reinforcing iron plate is used as the recess of the other engaging member. It is characterized in that the second ground reinforcing iron plate is laid on the ground while being engaged with the second ground reinforcing iron plate about the swing center of the engaging member. According to a second aspect of the present invention, there is provided a connecting tool used when the ground reinforcing iron plates are connected to each other on the ground and arranged in a plane, and the two engaging members of the connecting tool can swing. Each engaging member is formed with a concave portion that is opened at the swinging end side thereof and that allows the ground reinforcing iron plate to be inserted therein.
【0006】[0006]
【作用】最初に、一枚の地面補強鉄板を地面に敷設し、
この地面補強鉄板の辺に連結具の一方の係合部材の凹部
を挿入し、一方の係合部材を係合させ、他方の係合部材
を揺動させ、凹部を上向きにしておく。次に、二枚目の
地面補強鉄板を吊り降ろしていき、地面補強鉄板の辺を
前記他方の係合部材の凹部に挿入し、係合部材の揺動中
心を中心として地面補強鉄板を係合部材と共に揺動さ
せ、地面に敷設する。このようにして多数枚の地面補強
鉄板を順次敷設していく。地面補強鉄板を撤去する場合
には、平面的に並べられた地面補強鉄板のうち、端部に
位置する地面補強鉄板から順次吊り上げいく。地面補強
鉄板を吊り上げるに際、係合部材の揺動中心を中心とし
て連結具が取着されていない辺を上方に揺動させ、地面
補強鉄板が上下方向に延在するようなある程度の向きと
なった状態で、地面補強鉄板をそのまま吊り上げれば、
地面補強鉄板の辺は係合部材の凹部から外れる。このよ
うにして、端部に位置する地面補強鉄板から順次撤去す
る。[Function] First, one ground reinforcing iron plate is laid on the ground,
The concave portion of one engaging member of the connecting tool is inserted into the side of the ground reinforcing iron plate, one engaging member is engaged, and the other engaging member is swung so that the concave portion faces upward. Next, the second ground reinforcing iron plate is hung down, the side of the ground reinforcing iron plate is inserted into the recess of the other engaging member, and the ground reinforcing iron plate is engaged around the swing center of the engaging member. Swing together with the member and lay on the ground. In this way, many ground reinforcing iron plates are laid one after another. When removing the ground reinforcing iron plates, the ground reinforcing iron plates located at the ends of the ground reinforcing iron plates arranged in a plane are sequentially lifted. When hoisting the ground-reinforcing iron plate, swing the side where the connecting tool is not attached upward about the swing center of the engaging member, and set the orientation such that the ground-reinforcing iron plate extends vertically. If the ground reinforcement iron plate is lifted as it is,
The side of the ground reinforcing iron plate is disengaged from the recess of the engaging member. In this way, the ground reinforcing iron plates located at the ends are sequentially removed.
【0007】[0007]
【実施例】以下、本発明に係る地面補強鉄板の敷設方法
及び地面補強鉄板用連結具を図面に基づき説明する。図
1は本発明に係る地面補強鉄板の敷設方法の説明図、図
2は地面補強鉄板用連結具の側面図、図3は本発明に係
る地面補強鉄板の敷設方法により敷設された地面補強鉄
板の平面図を示す。1は地面補強鉄板、3は地面補強鉄
板用連結具、5は地面を示し、地面補強鉄板1は図3に
示すように、平面視長方形を呈し、相互にその長辺1A
及び短辺1Bを平行に隣接させて地面5の上に多数枚敷
設される。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS A ground reinforcing iron plate laying method and a ground reinforcing iron plate connector according to the present invention will be described below with reference to the drawings. 1 is an explanatory view of a method for laying a ground reinforcing iron plate according to the present invention, FIG. 2 is a side view of a connector for ground reinforcing iron plate, and FIG. 3 is a ground reinforcing iron plate laid by the method for laying a ground reinforcing iron plate according to the present invention. FIG. 1, 1 is a ground reinforcing iron plate, 3 is a ground reinforcing iron plate connector, 5 is the ground, and the ground reinforcing iron plate 1 has a rectangular shape in plan view as shown in FIG.
A plurality of sheets are laid on the ground 5 with the short sides 1B adjacent to each other in parallel.
【0008】前記連結具3は、二つの係合部材11と、
これら係合部材11を揺動可能に連結する軸13とで構
成されている。前記係合部材11は、前記軸13が挿通
される筒部1101と、この筒部1101から延出する
上下の板部1103とで構成され、上下の板部1103
の間は、前記地面補強鉄板1の挿入を可能とした凹部1
105に形成されている。前記係合部材11や軸13の
材料としては、地面補強鉄板1のずれを防止するに足る
強度、剛性を有する部材が用いられ、このような材料と
して例えば、鋼材や繊維強化樹脂等が挙げられる。The connecting tool 3 includes two engaging members 11 and
It is composed of a shaft 13 that connects the engaging members 11 so as to swing. The engagement member 11 includes a tubular portion 1101 through which the shaft 13 is inserted, and upper and lower plate portions 1103 extending from the tubular portion 1101, and the upper and lower plate portions 1103.
The space between the recesses 1 allows the ground reinforcing iron plate 1 to be inserted.
It is formed in 105. As the material of the engaging member 11 and the shaft 13, a member having strength and rigidity sufficient to prevent the ground reinforcing iron plate 1 from being displaced is used, and examples of such a material include a steel material and a fiber reinforced resin. .
【0009】次に、多数枚の地面補強鉄板1を敷設する
際の作業について説明する。この例では、図3に示すよ
うに、連結具3により隣接する地面補強鉄板1の長辺1
A間を連結する場合について説明する。まず、最初に、
一枚の地面補強鉄板1を地面5に敷設する。この場合、
地面補強鉄板1はトレーラ等で現地に搬入され、現地に
備え付けられた揚重機により、或は、トレーラ等の車両
に設けられた揚重機により吊り上げられ、地面5の所定
の箇所に所定の向きで吊り降ろされ、敷設される。Next, an operation for laying a large number of ground reinforcing iron plates 1 will be described. In this example, as shown in FIG. 3, the long sides 1 of the ground reinforcing iron plates 1 adjacent to each other by the connecting tool 3 are connected.
The case where A is connected will be described. First of all,
A piece of ground reinforcing iron plate 1 is laid on the ground 5. in this case,
The ground-reinforcing iron plate 1 is brought to the site by a trailer or the like, and hoisted by a lifting machine provided at the site or by a lifting machine provided on a vehicle such as a trailer, and at a predetermined position on the ground 5 in a predetermined direction. It is hung and laid.
【0010】次に、地面補強鉄板1の長辺1Aの間隔を
おいた二箇所に、それぞれ連結具3の一方の係合部材1
1の凹部1105を挿入し、一方の係合部材11を長辺
1Aに係合させる。そして、他方の係合部材11を揺動
させ、図1に示すように、凹部1105を上向きにして
おく。Next, one of the engaging members 1 of the connecting tool 3 is respectively provided at two places on the ground reinforcing iron plate 1 which are spaced apart by the long side 1A.
The concave portion 1105 of No. 1 is inserted, and one engaging member 11 is engaged with the long side 1A. Then, the other engaging member 11 is swung so that the concave portion 1105 faces upward as shown in FIG.
【0011】次に、二枚目の地面補強鉄板1をトレーラ
等から吊り上げる。この場合、図1に示すように、一対
の長辺1Aが上下に位置するような向きで地面補強鉄板
1を吊り上げる。そして、下側に位置する長辺1Aを前
記凹部1105に挿入できるように地面補強鉄板1を吊
り降ろしていき、この長辺1Aの二箇所をそれぞれ係合
部材11の凹部1105に挿入する。Next, the second ground reinforcing iron plate 1 is lifted from a trailer or the like. In this case, as shown in FIG. 1, the ground reinforcing iron plate 1 is lifted in such a direction that the pair of long sides 1A are located vertically. Then, the ground reinforcing iron plate 1 is hung so that the lower long side 1A can be inserted into the recess 1105, and the two long sides 1A are respectively inserted into the recesses 1105 of the engaging member 11.
【0012】下側に位置する長辺1Aの二箇所をそれぞ
れ係合部材11の凹部1105に挿入したならば、更
に、地面補強鉄板1を吊り降ろしていき、軸13を中心
として地面補強鉄板1を係合部材11と共に揺動させ、
地面5に敷設する。このように敷設したならば、最初の
地面補強鉄板1とは反対側に位置する長辺1Aに、前記
と同様に連結具3の一方の係合部材11を取り付け、他
方の係合部材11に、三枚目の地面補強鉄板1の長辺1
Aを係合させ、前記と同様に、順次地面補強鉄板1を敷
設していく。When the two long sides 1A located on the lower side are respectively inserted into the recesses 1105 of the engaging member 11, the ground reinforcing iron plate 1 is further hung and the ground reinforcing iron plate 1 is centered around the shaft 13. Rock together with the engaging member 11,
Lay on the ground 5. When laid in this way, one engaging member 11 of the coupling tool 3 is attached to the long side 1A located on the side opposite to the first ground reinforcing iron plate 1 in the same manner as described above, and the other engaging member 11 is attached. , The long side 1 of the third ground reinforcing iron plate 1
A is engaged, and the ground reinforcing iron plate 1 is sequentially laid in the same manner as described above.
【0013】このようにして敷設された多数枚の地面補
強鉄板1は、相互に連結具3により連結されているた
め、車両が通行しても、或は、荷物の載置や搬出を行な
ってもずれることはなく、通路としての機能が十分に発
揮され、或は、資機材置場としての機能が十分に発揮さ
れる。Since the large number of ground reinforcing iron plates 1 laid in this way are connected to each other by the connecting members 3, they can be loaded or unloaded while the vehicle is passing through. It will not slip out, and the function as a passage will be fully exerted, or the function as a material equipment storage will be fully exerted.
【0014】次に、地面補強鉄板1を撤去する場合につ
いて説明する。この場合には、平面的に並べられた地面
補強鉄板1のうち、端部に位置する地面補強鉄板1から
順次吊り上げていく。地面補強鉄板1を吊り上げるに際
しては、まず、連結具3が取着されていない長辺1Aを
吊り上げ、地面補強鉄板1を連結具3の軸13を中心と
して連結具3が取着されていない長辺1Aを上方に揺動
させる。Next, the case of removing the ground reinforcing iron plate 1 will be described. In this case, among the ground reinforcing iron plates 1 arranged in a plane, the ground reinforcing iron plates 1 located at the ends are sequentially lifted. When hoisting the ground reinforcing iron plate 1, first, the long side 1A to which the connecting tool 3 is not attached is hoisted, and the ground reinforcing iron plate 1 is long about the shaft 13 of the connecting tool 3 to which the connecting tool 3 is not attached. The side 1A is swung upward.
【0015】そして、地面補強鉄板1が上下方向に延在
するようなある程度の向きとなった状態で、地面補強鉄
板1をそのまま吊り上げれば、地面補強鉄板1の長辺1
Aは連結具3の係合部材11の凹部1105から外れ、
凹部1105から外れた後、トレーラ等に積み込み、こ
のようにして、端部に位置する地面補強鉄板1から順次
撤去する。Then, if the ground reinforcing iron plate 1 is lifted as it is with the ground reinforcing iron plate 1 oriented in a certain direction so as to extend in the vertical direction, the long side 1 of the ground reinforcing iron plate 1
A is disengaged from the recess 1105 of the engaging member 11 of the connector 3,
After being removed from the recessed portion 1105, it is loaded on a trailer or the like, and in this manner, the ground reinforcing iron plate 1 located at the end is sequentially removed.
【0016】本実施例によれば、単に連結具3を地面補
強鉄板1に係合させるという簡単な作業により、地面補
強鉄板1相互を連結した状態で敷設することができ、従
来のように溶接作業を要せず、また、精度良く位置決め
調整を行なう必要もなく、地面補強鉄板1の敷設作業を
効率良く行なうことが可能となる。また、地面補強鉄板
1を撤去する際にも、地面補強鉄板1を軸13を中心と
して揺動させた後、吊り上げていくことで簡単に行な
え、従って、地面補強鉄板1の撤去作業も効率良く行な
うことが可能となる。また、連結具3の構成も簡単であ
り、コストを掛けることなく地面補強鉄板1の敷設作業
を行なうことができる。According to this embodiment, the ground reinforcing iron plates 1 can be laid in a state of being connected to each other by a simple work of simply engaging the connecting member 3 with the ground reinforcing iron plates 1, and welding can be performed as in the conventional case. The work for laying the ground-reinforcing iron plate 1 can be efficiently performed without the need for work and the need for accurate positioning adjustment. Also, when removing the ground reinforcing iron plate 1, it can be easily performed by swinging the ground reinforcing iron plate 1 around the shaft 13 and then lifting it up. Therefore, the work of removing the ground reinforcing iron plate 1 is also efficient. It becomes possible to do it. Further, the structure of the connecting tool 3 is simple, and the work for laying the ground reinforcing iron plate 1 can be performed without increasing the cost.
【0017】[0017]
【発明の効果】以上説明したように本発明に係る地面補
強鉄板の敷設方法は、平面視矩形の複数枚の地面補強鉄
板を揚重機により吊り上げ、互いに隣接させて地面の上
に平面的に並べるに際して、揺動可能に連結された二つ
の係合部材からなり、各係合部材にその揺動端側に開放
され前記地面補強鉄板の挿入を可能とした凹部が形成さ
れた連結具を複数用意し、地面の上に敷設された第1の
地面補強鉄板の一辺に、前記連結具の一方の係合部材の
凹部を係合させ、この第1の地面補強鉄板に隣接して配
置される第2の地面補強鉄板を地面に敷設する際に、連
結具の他方の係合部材を、その凹部が上を向くように傾
けておき、第2の地面補強鉄板をその面が上下方向に延
在するように吊り上げ、このような状態で第2の地面補
強鉄板を吊り降ろしてその下方に位置する一辺を他方の
係合部材の凹部に係合させ、前記係合部材の揺動中心を
中心として第2の地面補強鉄板を倒しつつ地面の上に敷
設する構成とした。また、本発明に係る地面補強鉄板用
連結具は、揺動可能に連結された二つの係合部材からな
り、各係合部材にはその揺動端側に開放され前記地面補
強鉄板の挿入を可能とした凹部が形成されている構成と
した。そのため、地面補強鉄板の枚数が多い場合であっ
ても、コストを掛けることなく地面補強鉄板相互の連結
を効率良く行なえ、しかも、確実に連結することが可能
となる。As described above, according to the method of laying a ground reinforcing iron plate according to the present invention, a plurality of ground reinforcing iron plates having a rectangular shape in plan view are hoisted by a lifting machine and are arranged adjacent to each other in a plane on the ground. In this case, a plurality of connecting members each of which is composed of two swingably connected engaging members and each of the engaging members is provided with a concave portion which is opened to the swing end side thereof and into which the ground reinforcing iron plate can be inserted are prepared. Then, one side of the first ground reinforcing iron plate laid on the ground is engaged with the concave portion of the one engaging member of the connecting tool, and the first ground reinforcing iron plate is disposed adjacent to the first ground reinforcing iron plate. When the second ground reinforcing iron plate is laid on the ground, the other engaging member of the connecting tool is tilted so that the concave portion thereof faces upward, and the surface of the second ground reinforcing iron plate extends vertically. So that the second ground reinforcement iron plate can be hung down in this state. Its side located below engaged in the recess of the other engagement member, and configured to laying on the ground while defeating the second ground reinforcing iron plate about a swing center of said engagement member Te. Further, the ground reinforcing iron plate connector according to the present invention comprises two engaging members that are swingably connected to each other, and each engaging member is opened at the swing end side thereof so that the ground reinforcing iron plate can be inserted. The possible recesses are formed. Therefore, even when the number of ground reinforcing iron plates is large, it is possible to efficiently connect the ground reinforcing iron plates to each other without increasing the cost, and it is possible to reliably connect the ground reinforcing iron plates.
【図1】本発明に係る地面補強鉄板の敷設方法の説明図
である。FIG. 1 is an explanatory view of a method for laying a ground reinforcing iron plate according to the present invention.
【図2】地面補強鉄板用連結具の側面図である。FIG. 2 is a side view of the ground reinforcing iron plate connector.
【図3】本発明に係る地面補強鉄板の敷設方法により敷
設された地面補強鉄板の平面図である。FIG. 3 is a plan view of the ground reinforcing iron plate laid by the method for laying the ground reinforcing iron plate according to the present invention.
1 地面補強鉄板 3 連結具 5 地面 11 係合部材 13 軸 1105 凹部 1 Ground Reinforcing Iron Plate 3 Connecting Tool 5 Ground 11 Engaging Member 13 Shaft 1105 Recess
Claims (2)
重機により吊り上げ、互いに隣接させて地面の上に平面
的に並べるに際して、 揺動可能に連結された二つの係合部材からなり、各係合
部材にその揺動端側に開放され前記地面補強鉄板の挿入
を可能とした凹部が形成された連結具を複数用意し、 地面の上に敷設された第1の地面補強鉄板の一辺に、前
記連結具の一方の係合部材の凹部を係合させ、 この第1の地面補強鉄板に隣接して配置される第2の地
面補強鉄板を地面に敷設する際に、連結具の他方の係合
部材を、その凹部が上を向くように傾けておき、 第2の地面補強鉄板をその面が上下方向に延在するよう
に吊り上げ、 このような状態で第2の地面補強鉄板を吊り降ろしてそ
の下方に位置する一辺を他方の係合部材の凹部に係合さ
せ、 前記係合部材の揺動中心を中心として第2の地面補強鉄
板を倒しつつ地面の上に敷設するようにした、 ことを特徴とする地面補強鉄板の敷設方法。1. When two or more ground reinforcing iron plates having a rectangular shape in plan view are lifted by a lifting machine and arranged adjacent to each other in a plane on the ground, the two engaging members are swingably connected to each other. One side of the first ground-reinforcing iron plate laid on the ground is prepared by providing a plurality of connecting members each of which has a recess formed in each engaging member so that the ground-reinforcing iron plate can be inserted into the rocking end side. When the second ground reinforcing iron plate disposed adjacent to the first ground reinforcing iron plate is laid on the ground, the other of the connecting members is engaged with the recess of one engaging member of the connecting device. The engaging member is tilted so that its concave portion faces upward, and the second ground reinforcing iron plate is lifted so that its surface extends in the vertical direction. In this state, the second ground reinforcing iron plate is lifted. Hang it down and engage one side located below it with the recess of the other engaging member So, the engaging around the pivot center of the coupling member so as to laid on the ground while defeating the second ground reinforcing iron plate, laying methods ground reinforcing iron plate, characterized in that.
せて平面的に並べる際に用いられる連結具であって、 前記連結具は二つの係合部材が揺動可能に連結されて構
成され、 各係合部材にはその揺動端側に開放され前記地面補強鉄
板の挿入を可能とした凹部が形成されている、 ことを特徴とする地面補強鉄板用連結具。2. A connecting tool used when the ground reinforcing iron plates are connected to each other on the ground and arranged in a plane, wherein the connecting tool has two engaging members connected so as to be swingable. The ground reinforcing iron plate connector is characterized in that each engaging member is formed with a recessed portion which is opened at the swinging end side thereof and into which the ground reinforcing iron plate can be inserted.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24233994A JPH0881908A (en) | 1994-09-08 | 1994-09-08 | Method for laying ground reinforcing iron plate and connector for ground reinforcing iron plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP24233994A JPH0881908A (en) | 1994-09-08 | 1994-09-08 | Method for laying ground reinforcing iron plate and connector for ground reinforcing iron plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH0881908A true JPH0881908A (en) | 1996-03-26 |
Family
ID=17087730
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP24233994A Pending JPH0881908A (en) | 1994-09-08 | 1994-09-08 | Method for laying ground reinforcing iron plate and connector for ground reinforcing iron plate |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0881908A (en) |
-
1994
- 1994-09-08 JP JP24233994A patent/JPH0881908A/en active Pending
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US6568731B2 (en) | Pipe lifting apparatus and method | |
| CA2718785C (en) | Apparatus for gripping and lifting construction castings | |
| US6405460B1 (en) | Excavator bucket attachment | |
| JPH09278348A (en) | Hanging clamp | |
| US20020158478A1 (en) | Simple multiple concret block lifting device | |
| US20030046884A1 (en) | Multi-unit concrete block tongs | |
| JPH0881908A (en) | Method for laying ground reinforcing iron plate and connector for ground reinforcing iron plate | |
| JPH08133661A (en) | Concrete block lifting means | |
| JPH07315785A (en) | Fork extension sleeve and forklift | |
| US3647254A (en) | Beam-lifting apparatus | |
| JPH0441816A (en) | Plier for pile driving work at water bottom | |
| CN214733943U (en) | Snatch hoist and building hoisting accessory | |
| KR102666100B1 (en) | Clamping apparatus for carring rice field boundary block | |
| KR100570742B1 (en) | Large block carrying clamp | |
| CN221165581U (en) | A hoisting structure and hoisting system for large hangar doors | |
| US5403114A (en) | Barrier module lifting clamp | |
| JP3610324B2 (en) | Attachment for handling iron plate | |
| CN223002567U (en) | Novel building block cage | |
| CN217780498U (en) | Steelyard type tower crane dead angle prefabricated part hoisting tool | |
| CN110203834A (en) | The hanging apparatus and hanging method of large-scale paper machine " Z " type cantilever beam structure | |
| JPH0585783U (en) | Auxiliary equipment for carrying sheet piles | |
| JP3021988U (en) | Construction of a concrete gutter lid holding device | |
| JP3337199B2 (en) | Iron sheet for construction, method of manufacturing the same, and hook for lifting | |
| US20230203777A1 (en) | Excavator bucket locking and security device for efficient transport | |
| GB2112447A (en) | Lifting device and a method of lifting for mesh sheets |