JP2005126940A - Connector - Google Patents
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- JP2005126940A JP2005126940A JP2003361605A JP2003361605A JP2005126940A JP 2005126940 A JP2005126940 A JP 2005126940A JP 2003361605 A JP2003361605 A JP 2003361605A JP 2003361605 A JP2003361605 A JP 2003361605A JP 2005126940 A JP2005126940 A JP 2005126940A
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- connection
- foundation pile
- steel pipe
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- pile
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 81
- 239000010959 steel Substances 0.000 claims abstract description 81
- 230000008878 coupling Effects 0.000 claims description 18
- 238000010168 coupling process Methods 0.000 claims description 18
- 238000005859 coupling reaction Methods 0.000 claims description 18
- 230000035515 penetration Effects 0.000 abstract description 15
- 238000003466 welding Methods 0.000 description 11
- 238000010276 construction Methods 0.000 description 6
- 238000000034 method Methods 0.000 description 3
- 230000002093 peripheral effect Effects 0.000 description 3
- 238000005553 drilling Methods 0.000 description 2
- 230000000149 penetrating effect Effects 0.000 description 1
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- Piles And Underground Anchors (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
Abstract
Description
本発明は、戸建、集合住宅、その他の各種の構築物の建設の際に、基礎杭として地盤に打ち込む一定長さの鋼管杭等を順次連結する連結具に関するものである。 The present invention relates to a connector that sequentially connects steel pipe piles of a certain length that are driven into the ground as foundation piles when a detached house, an apartment house, and other various structures are constructed.
戸建、集合住宅等を建設する場合、建設場所によっては地盤強化のために基礎杭を地盤に建込・貫入している。その場合、基礎杭としては、例えばスクリュー羽根を備えた杭先鋼管に、所定長さの鋼管杭を順次連結したものが使用されている。 When constructing detached houses and apartment houses, foundation piles are built and penetrated into the ground to strengthen the ground depending on the construction site. In that case, as a foundation pile, what connected the steel pipe pile of a predetermined length one by one to the pile tip steel pipe provided with the screw blade, for example is used.
この鋼管杭等を連結する場合、従来例(1)としては、建込・貫入現場で連結する例えば鋼管杭どうしの端面を当接させ、当接周囲を溶接して連結していた。 When connecting this steel pipe pile etc. as a prior art example (1), the end surface of the steel pipe piles connected, for example at the construction and penetration site, was contacted, and the contact circumference was welded and connected.
また、別の従来例(2)としては、鋼管加工工場等で鋼管杭の一端部に雌ねじ部を形成し、他端部に雄ねじ部を形成し、搬入したこの鋼管杭の建込・貫入現場で、杭建込・回転貫入装置で前記鋼管杭を地盤に建込・貫入し、この鋼管杭に連結する次の鋼管杭を杭建込・回転貫入装置で吊り上げて両方の鋼管杭の杭芯合わせをして支持し、前記の装置によって鋼管杭を回転させて先の鋼管杭の雌ねじ部(雄ねじ部)に次の鋼管杭の雄ねじ部(雌ねじ部)をねじ付けて連結していた。 As another conventional example (2), a steel thread pile is formed at one end of a steel pipe pile at a steel pipe processing factory, and a male thread is formed at the other end. Then, the steel pipe pile is erected and penetrated into the ground with a pile erection / rotary penetration device, and the next steel pipe pile connected to this steel pipe pile is lifted with a pile erection / rotary penetration device, and the pile core of both steel pipe piles The steel pipe pile was rotated by the above-mentioned device, and the male screw part (female screw part) of the next steel pipe pile was screwed and connected to the female screw part (male screw part) of the previous steel pipe pile.
さらに別の従来例(3)としては、鋼管加工工場等で鋼管杭の一端部を他の部分より拡大開口に形成し、搬入したこの鋼管杭の建込・貫入現場で、杭建込・回転貫入装置で鋼管杭を地盤に建込・貫入し、この鋼管杭に連結する次の鋼管杭を杭建込・回転貫入装置で吊り上げて両方の鋼管杭の杭芯合わせをして支持し、例えば下方の鋼管杭の一端部に、上方の鋼管杭の拡大開口部を外嵌し、両鋼管杭のこの連結部分に水平方向から穿孔装置で貫通孔を開け、この貫通孔にボルトを通してナットで締結して、両鋼管杭を連結していた。 As another conventional example (3), one end of a steel pipe pile is formed in an enlarged opening from the other part in a steel pipe processing factory, and the built-in / rotated pile at this steel pipe pile built-in / penetration site. The steel pipe pile is installed and penetrated into the ground with the penetration device, the next steel pipe pile connected to this steel pipe pile is lifted with the pile construction and rotary penetration device, and the pile centering of both steel pipe piles is supported and supported, for example An enlarged opening of the upper steel pipe pile is fitted on one end of the lower steel pipe pile, a through hole is opened from the horizontal direction in this connecting part of both steel pipe piles with a drilling device, and a bolt is passed through this through hole and fastened with a nut And both steel pipe piles were connected.
なお、本発明に関する特許文献としては次のような文献がある。
しかしながら、前記した従来例(1)のような溶接による鋼管杭等の連結では、雨の日などは溶接作業に支障をきたし、また現場で溶接する者の溶接技術の能力が大きく影響し、常に安定した品質での鋼管杭等の連結(接続)が期待できないといった問題があった。また、溶接する者と溶接機を準備しなければならず基礎工事費が高くなってしまうといった問題があった。 However, in the connection of steel pipe piles and the like by welding as in the conventional example (1) described above, the rainy day has hindered the welding work, and the ability of the welding technique of the person who performs the welding on site is greatly affected, and always There was a problem that connection (connection) of steel pipe piles, etc. with stable quality could not be expected. In addition, there is a problem in that the foundation work cost becomes high because a welder and a welding machine have to be prepared.
また、前記した従来例(2)のねじ合わせによる鋼管杭の連結では、鋼管杭へのねじ切り加工に手間と時間を要し鋼管杭のコストが高くなる。また、現場での鋼管杭どうしの連結作業においては、杭芯合わせを正確に行なわないと上手くねじ込み連結できず、ねじ部分がかみ込んだりすると後の処理が大変であった。さらにねじ込み連結して地盤に建込・貫入した鋼管杭等の基礎杭を地盤から引き抜かねばならなくなった場合、逆回転させて抜くことは困難であった。 Moreover, in the connection of the steel pipe pile by the screw alignment of the above-described conventional example (2), labor and time are required for threading the steel pipe pile, and the cost of the steel pipe pile becomes high. Further, in the connection work between steel pipe piles at the site, if the pile core is not accurately aligned, it cannot be screwed in well, and if the threaded portion is bitten, subsequent processing is difficult. Furthermore, when foundation piles such as steel pipe piles that were screwed in and built and penetrated into the ground had to be pulled out from the ground, it was difficult to reverse them and remove them.
さらに、前記した従来例(3)のような鋼管杭の一端部を拡大開口して連結する連結手段の場合は、現場で穿孔装置で貫通孔を開ける加工を施さねばならず、多くの鋼管杭を建込・貫入しなければならない現場では、孔開けに時間も手間もかかり作業効率の点で問題であった。また、作業員の誰もが簡単に貫通孔を開けられるものではなかった。 Furthermore, in the case of the connection means which expands and connects one end part of a steel pipe pile like the above-mentioned prior art example (3), the process which opens a through-hole with a drilling apparatus must be given on the spot, and many steel pipe piles At the site where it was necessary to build and penetrate, it took time and effort to drill holes, which was a problem in terms of work efficiency. In addition, not all workers could easily drill through holes.
本発明はこのような点に鑑みて開発されたものである。その目的とするところは、基礎杭である鋼管杭等の基礎杭用部材の建込・貫入現場で、基礎杭用部材を順次容易にかつ迅速に連結して基礎杭の地盤への建込・貫入作業を効率良く行なうことが出来る連結具を提供することにある。 The present invention has been developed in view of these points. The purpose is to build and penetrate foundation pile members such as steel pipe piles that are foundation piles in order to easily and quickly connect the foundation pile members to the foundation pile. An object of the present invention is to provide a connector that can efficiently perform a penetration operation.
請求項1記載の本発明の連結具は、所定長さの複数の基礎杭用部材の各連結端部に固定して前記基礎杭用部材を連結するための少なくとも1対の連結体と、この連結体を連結固定する固定手段とからなり、各連結体は、前記連結端部に固定するベース板と、ベース板の片面側に固定した連結板と、連結板に穿孔した連結用孔とからなり、対向する各基礎杭用部材の連結端部に固定した連結体の連結板を連結時に係合させ、連結用孔を介して各連結体を固定手段で連結固定して、前記複数の基礎杭用部材を連結できるようにした構成を特徴とする。 The connecting tool of the present invention according to claim 1 is at least one pair of connecting members for fixing the connecting members of the foundation piles to each connecting end of a plurality of foundation pile members having a predetermined length, The connecting body includes a fixing means for connecting and fixing the connecting body, and each connecting body includes a base plate fixed to the connecting end, a connecting plate fixed to one side of the base plate, and a connecting hole drilled in the connecting plate. The connecting plates of the connecting bodies fixed to the connecting end portions of the opposing foundation pile members are engaged at the time of connection, and the connecting bodies are connected and fixed by fixing means through the connecting holes, and the plurality of foundations It is characterized by a configuration that enables connection of pile members.
請求項2記載の本発明の連結具は、請求項1記載の連結具において、連結板は、ベース板の片面側に立設された平面視T字形の形状である。 According to a second aspect of the present invention, there is provided the connecting tool according to the first aspect, wherein the connecting plate has a T-shape in a plan view standing on one side of the base plate.
請求項3記載の本発明の連結具は、請求項1記載の連結具において、連結板は、ベース板の片面側に立設された平面視Y字形の上端部の左右方向にさらに当接板部を形成した形状である。 According to a third aspect of the present invention, there is provided the coupling tool according to the first aspect, wherein the coupling plate is further abutting plate in the left-right direction of the upper end portion of the Y-shape in plan view standing on one side of the base plate. It is the shape which formed the part.
請求項4記載の本発明の連結具は、所定長さの複数の基礎杭用部材の各連結端部に固定して前記基礎杭用部材を連結するための少なくとも1対の連結体と、この連結体を連結固定する固定手段とからなり、一方の連結体は、前記一方の基礎杭用部材の連結端部に固定するベース板と、ベース板の片面に固定した筒部材と、筒部材に穿孔した連結用孔とからなり、前記他方の連結体は、前記他方の基礎杭用部材の連結端部に固定したベース板と、このベース板の片面に固定した係合筒部材と、係合筒部材に穿孔した連結用孔とからなり、連結時に対向する一方の基礎杭用部材に固定した連結体の筒部材に、他方の基礎杭用部材に固定した連結体の係合筒部材を挿入し、各連結用孔を介して固定手段で筒部材と係合筒部材とを連結固定して、前記複数の基礎杭用部材を連結できるようにした構成を特徴とする。 According to a fourth aspect of the present invention, there is provided a connector according to the present invention, wherein at least one pair of connectors for fixing the foundation pile members fixed to the connection ends of a plurality of foundation pile members having a predetermined length, A connecting means for connecting and fixing the connecting body, wherein one connecting body includes a base plate fixed to the connecting end portion of the one foundation pile member, a cylindrical member fixed to one surface of the base plate, and a cylindrical member. The other connecting body includes a base plate fixed to a connecting end portion of the other foundation pile member, an engaging cylinder member fixed to one surface of the base plate, It is composed of a connecting hole drilled in a cylindrical member, and the connecting cylindrical member fixed to the other foundation pile member is inserted into the cylindrical member of the connected body fixed to one of the foundation pile members facing at the time of connection. Then, the cylindrical member and the engaging cylindrical member are connected and fixed by fixing means through each connecting hole, And wherein configuration to allow connecting the number of foundation piles member.
請求項5記載の本発明の連結具は、請求項1、2、3または4記載の連結具において、基礎杭用部材は、鋼管杭、スクリュー羽根を備えた杭先鋼管、またはスクリュー羽根を外周に備えたスクリュー羽根付き鋼管である。 The connection tool of the present invention according to claim 5 is the connection tool according to claim 1, 2, 3 or 4, wherein the foundation pile member is a steel pipe pile, a pile tip steel pipe provided with a screw blade, or a screw blade. It is a steel pipe with a screw blade provided for.
本発明の連結具によれば、従来に比べ地盤への建込・貫入時に各種の基礎杭用部材を、現場で誰でも容易にかつ迅速に連結して建込・貫入作業を進めていくことができ、作業効率を向上させることができる。また、本発明の連結具は構成簡単で低コストで製作・取り付けを行うことができ、作業効率の良さと相まって建設コストを低減するのに寄与することができる。 According to the connecting tool of the present invention, various foundation pile members can be easily and quickly connected on site to advance the building / penetration work when building / penetrating into the ground compared to the conventional case. Work efficiency can be improved. In addition, the connecting device of the present invention can be manufactured and attached at a low cost with a simple structure, and can contribute to reducing the construction cost in combination with good work efficiency.
以下、本発明を実施するための最良の形態の連結具を図に基づいて説明する。
図1〜図8は本発明に係る一例の連結具に関する図である。この連結具1は、1対の連結体2a、2bと、両連結体2a、2bを連結固定する固定手段3とからなるものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The best mode connector for carrying out the present invention will be described below with reference to the drawings.
FIGS. 1-8 is a figure regarding the coupling tool of an example which concerns on this invention. The connector 1 includes a pair of connecting bodies 2a and 2b and fixing means 3 for connecting and fixing the connecting bodies 2a and 2b.
各連結体2a、2bは、鋼材によって構成された同じ形状のものであって、図示の例では鋼管杭4等の各基礎杭用部材5の中空孔を塞ぐ大きさの円形のベース板7と、このベース板7の片面側に立てて溶接で固定した連結用孔8を有する平面視T字形の連結板9とからなる。そして連結板9は、ベース板7の片面側の中央より片側に連結用孔8側を中央付近にして溶接で固定してある。連結用孔8は、連結板9のベース板7の中央付近の左右の2箇所に穿孔してある。勿論、各連結板9の対向する連結用孔8は、各連結体2a、2bを係合させた時に一致する位置に穿孔してある。 Each connecting body 2a, 2b is of the same shape made of steel, and in the example shown in the figure, a circular base plate 7 having a size for closing the hollow hole of each foundation pile member 5 such as a steel pipe pile 4 and the like. The base plate 7 is composed of a connecting plate 9 having a T-shape in plan view and having a connecting hole 8 which is fixed by welding on one side of the base plate 7. The connecting plate 9 is fixed by welding with the connecting hole 8 side near the center from one side of the base plate 7 to the center. The connection holes 8 are perforated at two locations on the left and right sides near the center of the base plate 7 of the connection plate 9. Of course, the opposing connection holes 8 of each connection plate 9 are perforated at positions that coincide when the connection bodies 2a and 2b are engaged.
前記した各連結体2a、2bは、所定長さの鋼管杭4等の基礎杭用部材5の連結端部6(両端部または片端部)に、各基礎杭用部材5を建込・貫入現場に搬入する前に工場等で溶接固定される。 Each of the connecting bodies 2a and 2b described above is installed and penetrated into the connecting end portion 6 (both ends or one end portion) of the foundation pile member 5 such as the steel pipe pile 4 having a predetermined length. It is welded and fixed at a factory etc. before being carried in.
前記した固定手段3は、この例ではボルト10、ナット11からなり、各連結体2a、2bの対向する連結用孔8にボルト10を通してナット11で締め付けることによって両連結体2a、2bを連結固定できるものである。 The fixing means 3 is composed of a bolt 10 and a nut 11 in this example, and both the connecting bodies 2a and 2b are connected and fixed by tightening the nut 10 through the bolts 10 in the connecting holes 8 facing each connecting body 2a and 2b. It can be done.
このような構成からなる連結具1は、前記したように事前に基礎杭用部材5の連結端部6に固定しておくことにより、基礎杭用部材5の地盤への建込・貫入現場で、固定手段3を介して、建込・貫入中の基礎杭用部材5である鋼管杭4(図18参照)どうしを連結したり、基礎杭用部材5である鋼管杭4とスクリュー羽根12を備えた杭先鋼管13(図19参照)とを連結したり、基礎杭用部材5であるスクリュー羽根付き鋼管杭19(図20参照)どうしを連結したり、基礎杭用部材5である杭先鋼管13と鋼管杭4とを連結したり、或いはこれらの鋼管も含めたその他の種々の基礎杭用部材どうしを連結固定することができる。 As described above, the connecting tool 1 having such a structure is fixed to the connecting end portion 6 of the foundation pile member 5 in advance, so that the foundation pile member 5 can be built and penetrated into the ground. The steel pipe pile 4 (see FIG. 18), which is the foundation pile member 5 being built and penetrated, is connected to each other through the fixing means 3, or the steel pipe pile 4 and the screw blade 12 which are the foundation pile member 5 are connected to each other. The pile tip steel pipe 13 (see FIG. 19) connected, the steel blade pile with screw blades 19 (see FIG. 20) which is the foundation pile member 5 are connected, or the pile tip which is the foundation pile member 5 The steel pipe 13 and the steel pipe pile 4 can be connected, or other various foundation pile members including these steel pipes can be connected and fixed.
この連結具1を備えた各基礎杭用部材5を、地盤への建込・貫入現場で順次建込・貫入していく場合は、杭建込・回転貫入装置(図示せず)によって先ずスクリュー羽根12を備えた杭先鋼管13を貫入し、この杭先鋼管13に連結具1を介して鋼管杭4を連結し、杭建込・回転貫入装置(図示せず)によって杭先鋼管13とともに前記鋼管杭4を地盤に貫入する。 When each foundation pile member 5 provided with the connector 1 is sequentially built and penetrated at the site of construction and penetration into the ground, it is first screwed by a pile construction and rotary penetration device (not shown). The pile tip steel pipe 13 provided with the blades 12 is penetrated, the steel pipe pile 4 is connected to the pile tip steel pipe 13 via the connector 1, and the pile tip steel pipe 13 is connected with a pile erection / rotary penetration device (not shown). The steel pipe pile 4 is penetrated into the ground.
この際、杭先鋼管13の連結端部6の連結体2b(図1、図2参照)の位置が、地上で作業員が連結作業し易い位置になった時に,杭建込・回転貫入装置(図示せず)による貫入を一旦停止する。このような状態で次に繋ぐ鋼管杭4を杭建込・回転貫入装置(図示せず)で吊り上げて、先の杭先鋼管13に対して杭芯を合わせ、この鋼管杭4の連結体2aを先の杭先鋼管13の連結体2bに係合させる。すなわち、下方の杭先鋼管13の連結用孔8を穿孔した連結板9に対して、上方の鋼管杭4の連結用孔8を穿孔した連結板9を対向させて当接させる。このようにして両連結板9,9の一致した各連結用孔8にボルト10を通しナット11で締め付けることにより、各連結体2a、2bを介して杭先鋼管13と鋼管杭4、5とを連結固定する。このようにして連結できたら再び杭建込・回転貫入装置(図示せず)によって地盤に貫入し、このような作業を繰り返して所望の本数の鋼管杭4を地盤に建て込む。前記した連結作業は鋼管杭4どうし、その他の種類の基礎杭用部材5の連結時も同様である。 At this time, when the position of the connecting body 2b (see FIGS. 1 and 2) of the connecting end portion 6 of the pile tip steel pipe 13 becomes a position where the worker can easily connect on the ground, The penetration by (not shown) is temporarily stopped. In this state, the steel pipe pile 4 to be connected next is lifted by a pile erection / rotary penetration device (not shown), the pile core is aligned with the previous pile tip steel pipe 13, and the connected body 2 a of this steel pipe pile 4. Is engaged with the connecting body 2b of the previous pile tip steel pipe 13. That is, the connecting plate 9 in which the connection hole 8 of the upper steel pipe pile 4 is drilled is made to face and abut the connection plate 9 in which the connection hole 8 of the lower pile tip steel pipe 13 is drilled. In this way, the bolts 10 are passed through the corresponding connecting holes 8 of the connecting plates 9 and 9 and tightened with the nuts 11, whereby the pile tip steel pipe 13 and the steel pipe piles 4 and 5 are connected via the connecting bodies 2 a and 2 b. Are connected and fixed. If it can connect in this way, it will penetrate again into a ground with a pile erection and rotation penetration device (not shown), and such a work will be repeated and a desired number of steel pipe piles 4 will be built in a ground. The above connection operation is the same when the steel pipe piles 4 are connected to each other and the other types of foundation pile members 5 are connected.
次に図9〜図12は本発明に係る他の例の連結具14に関する図である。この例の連結具14(便宜上、その他の図中符合は前記の例と同様の符合を使用する。)では、各連結体2a、2bの連結板9は、平面視でY字形の上端部の左右方向にさらに当接板部15を形成した形状である。各当接板部15には連結用孔8が穿孔してある。その他の構成、連結方法は前記の例と同様であり同一箇所に同一符合を付して説明を省略する。 Next, FIGS. 9-12 is a figure regarding the coupler 14 of the other example which concerns on this invention. In the connector 14 of this example (for the sake of convenience, the same reference numerals in the drawings are the same as those in the above example), the connecting plate 9 of each connecting body 2a, 2b has a Y-shaped upper end portion in plan view. The contact plate portion 15 is further formed in the left-right direction. Each contact plate 15 is provided with a connecting hole 8. Other configurations and connection methods are the same as those in the above example, and the same reference numerals are given to the same portions and description thereof is omitted.
次に図13〜図17は本発明に係る他の例の連結具16に関する図である。この例の連結具16(便宜上、図中符合は前記の例と同様の符合を使用する。)も、1対の連結体2a、2bと、前記の例と同様の固定手段3とによって構成されている。 Next, FIGS. 13 to 17 are views relating to another example of the connector 16 according to the present invention. The connector 16 of this example (for convenience, the reference numeral in the figure uses the same reference numeral as in the above example) is also constituted by a pair of connecting bodies 2a and 2b and the fixing means 3 similar to the above example. ing.
この連結体2a、2bは、前記の例と構成が相違し、一方の連結体2a(図13、図14参照)は、前記した基礎杭用部材5の連結端部6に固定するベース板7と、ベース板7の片面に溶接で固定した筒部材17とからなる。この筒部材17は図示の例では四角形である。四角形の筒部材17の4面の中央には連結用孔8が穿孔してある。勿論、筒部材17の形状は、丸形、三角形,ひし形、その他の形状であってもよい。 The connecting bodies 2a and 2b are different in configuration from the above example, and one connecting body 2a (see FIGS. 13 and 14) is a base plate 7 fixed to the connecting end portion 6 of the foundation pile member 5 described above. And a cylindrical member 17 fixed to one surface of the base plate 7 by welding. The cylindrical member 17 is a quadrangle in the illustrated example. A connection hole 8 is formed in the center of the four surfaces of the rectangular tube member 17. Of course, the cylindrical member 17 may have a round shape, a triangular shape, a rhombus shape, or other shapes.
また、他方の連結体2b(図15、図16参照)は、前記した基礎杭用部材5の連結端部6に固定するベース板7と、ベース板7の片面に溶接で固定した係合筒部材18とからなる。この係合筒部材18は、前記筒部材17内に挿入できる四角形である。勿論、係合筒部材18は、筒部材17の形状に対応した丸形やその他の形であってもよい。この四角形の係合筒部材18の4面の中央にも連結用孔8が穿孔してある。各連結用孔8の位置の係合筒部材18の内面にはナット11(図16参照)が溶接等で固着してある。 The other connecting body 2b (see FIGS. 15 and 16) includes a base plate 7 fixed to the connecting end portion 6 of the above-described foundation pile member 5, and an engagement cylinder fixed to one surface of the base plate 7 by welding. And the member 18. The engagement cylinder member 18 is a quadrangle that can be inserted into the cylinder member 17. Of course, the engagement cylinder member 18 may have a round shape corresponding to the shape of the cylinder member 17 or other shapes. A connection hole 8 is also drilled in the center of the four surfaces of the rectangular engagement cylinder member 18. A nut 11 (see FIG. 16) is fixed to the inner surface of the engagement cylinder member 18 at the position of each connection hole 8 by welding or the like.
この例の連結具16の場合は、基礎杭用部材5である例えば鋼管杭4の一端部に筒部材17を備えた連結体2aを固定し、他端部に係合筒部材18を備えた連結体2bを固定する。 In the case of the connecting tool 16 of this example, the connecting body 2a including the cylindrical member 17 is fixed to one end portion of the steel pile pile 4, for example, which is the foundation pile member 5, and the engaging cylindrical member 18 is provided to the other end portion. The coupling body 2b is fixed.
このように連結具16を備えた鋼管杭4どうしを連結する場合(図16、図17参照)は、連結時に、例えば下方の鋼管杭4(図示省略)の連結端部6に固定した連結体2aの筒部材17に、上方の鋼管杭4の連結端部6に固定した連結体2bの係合筒部材18を挿入し、一致した各連結用孔8にボルト10を通してナット11にねじ付けて連結固定する。勿論、連結具16を備えた鋼管杭4の連結においては、筒部材17が上方で、係合筒部材18が下方であり、下方の鋼管杭4の係合筒部材18に上方の鋼管杭4の筒部材17を外嵌するようにして連結してもよい。 Thus, when connecting the steel pipe pile 4 provided with the connection tool 16 (refer FIG. 16, FIG. 17), the connection body fixed to the connection end part 6 of the lower steel pipe pile 4 (illustration omitted) at the time of connection, for example. The cylindrical member 17 of 2a is inserted with the engaging cylindrical member 18 of the connecting body 2b fixed to the connecting end portion 6 of the upper steel pipe pile 4, and is screwed to the nut 11 through the bolts 10 through the corresponding connecting holes 8. Connect and fix. Of course, in connection of the steel pipe pile 4 provided with the connection tool 16, the cylinder member 17 is upper, the engagement cylinder member 18 is lower, and the upper steel pipe pile 4 is connected to the engagement cylinder member 18 of the lower steel pipe pile 4. The cylindrical members 17 may be connected so as to be fitted.
なお、前記各例において、固定手段は連結用孔8内にねじ切りを施し、この連結用孔8にボルト10をねじ付けて連結体2a、2bを連結固定する手段であってもよい。また、固定手段は、ボルト或いはボルト・ナットに限らず、連結体2a、2bを連結固定できれば如何なる手段であってもよい。また、基礎杭用部材5の連結端部6に溶接で固定する各連結体2a、2bのベース板7の大きさは、図示のように基礎杭用部材5の外径より大きくても、基礎杭用部材5の外径と同じ大きさでも、或いは基礎杭用部材5の内径より僅かに小さい大きさであってもよい。ベース板が基礎杭用部材5の外径と同じまたは大きい場合は、基礎杭用部材5の端面にベース板を当接し、基礎杭用部材5の端とベース板との外周の境界部分を溶接すればよい。また、ベース板が基礎杭用部材5の内径より僅かに小さい場合は、基礎杭用部材5内の端近傍に収納して基礎杭用部材5の内周面とベース板との境界部分を溶接すればよい。この場合の連結板、或いは筒部材および係合筒部材の大きさは基礎杭用部材5内に収納できる大きさである。したがって、本発明における基礎杭用部材5の連結端部6とは、基礎杭用部材5の端面、基礎杭用部材5の端面近傍の内周面部分である。勿論、前記連結端部6とは、ベース板の形状によっては基礎杭用部材5の端面近傍の外周面部分でもある。 In each of the above examples, the fixing means may be a means for threading the connecting hole 8 and screwing the bolt 10 into the connecting hole 8 to connect and fix the connecting bodies 2a and 2b. The fixing means is not limited to bolts or bolts and nuts, and may be any means as long as the connecting bodies 2a and 2b can be connected and fixed. Moreover, even if the magnitude | size of the base plate 7 of each connection body 2a, 2b fixed to the connection end part 6 of the member 5 for foundation piles by welding is larger than the outer diameter of the member 5 for foundation piles as shown, It may be the same size as the outer diameter of the pile member 5 or may be slightly smaller than the inner diameter of the foundation pile member 5. When the base plate is the same or larger than the outer diameter of the foundation pile member 5, the base plate is brought into contact with the end face of the foundation pile member 5, and the boundary portion between the end of the foundation pile member 5 and the base plate is welded. do it. Further, when the base plate is slightly smaller than the inner diameter of the foundation pile member 5, it is stored near the end in the foundation pile member 5 and the boundary portion between the inner peripheral surface of the foundation pile member 5 and the base plate is welded. do it. In this case, the connecting plate, or the cylinder member and the engaging cylinder member are large enough to be housed in the foundation pile member 5. Therefore, the connection end portion 6 of the foundation pile member 5 in the present invention is an end face of the foundation pile member 5 and an inner peripheral surface portion in the vicinity of the end face of the foundation pile member 5. Of course, the said connection edge part 6 is also an outer peripheral surface part of the end face vicinity of the member 5 for foundation piles depending on the shape of a base board.
1 連結具
2a 連結体
2b 連結体
3 固定手段
4 鋼管杭
5 基礎杭用部材
6 連結端部
7 ベース板
8 連結用孔
9 連結板
13 杭先鋼管
14 連結具
15 当接板部
16 連結具
17 筒部材
18 係合筒部材
DESCRIPTION OF SYMBOLS 1 Connection tool 2a Connection body 2b Connection body 3 Fixing means 4 Steel pipe pile 5 Foundation pile member 6 Connection end 7 Base plate 8 Connection hole 9 Connection plate 13 Pile tip steel pipe 14 Connection tool 15 Contacting plate part 16 Connection tool 17 Cylinder member 18 engaging cylinder member
Claims (5)
The connection tool according to claim 1, 2, 3 or 4, wherein the foundation pile member is a steel pipe pile, a pile tip steel pipe provided with screw blades, or a steel pipe with screw blades provided with screw blades on the outer periphery.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2003361605A JP2005126940A (en) | 2003-10-22 | 2003-10-22 | Connector |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2003361605A JP2005126940A (en) | 2003-10-22 | 2003-10-22 | Connector |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JP2005126940A true JP2005126940A (en) | 2005-05-19 |
Family
ID=34674782
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2003361605A Pending JP2005126940A (en) | 2003-10-22 | 2003-10-22 | Connector |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2005126940A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015034411A (en) * | 2013-08-09 | 2015-02-19 | 株式会社大林組 | Pile and method of structuring pile |
| KR200485331Y1 (en) * | 2017-04-14 | 2017-12-26 | (주)로프캠프 | Connected frame for use in playground for children |
| KR101949418B1 (en) * | 2018-07-17 | 2019-02-18 | 주식회사 두잇 | Direction determination device for seismometer and earthquake detection system using the same |
-
2003
- 2003-10-22 JP JP2003361605A patent/JP2005126940A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2015034411A (en) * | 2013-08-09 | 2015-02-19 | 株式会社大林組 | Pile and method of structuring pile |
| KR200485331Y1 (en) * | 2017-04-14 | 2017-12-26 | (주)로프캠프 | Connected frame for use in playground for children |
| KR101949418B1 (en) * | 2018-07-17 | 2019-02-18 | 주식회사 두잇 | Direction determination device for seismometer and earthquake detection system using the same |
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