JPH0718278B2 - Concrete cylinder and its connection method - Google Patents
Concrete cylinder and its connection methodInfo
- Publication number
- JPH0718278B2 JPH0718278B2 JP23761791A JP23761791A JPH0718278B2 JP H0718278 B2 JPH0718278 B2 JP H0718278B2 JP 23761791 A JP23761791 A JP 23761791A JP 23761791 A JP23761791 A JP 23761791A JP H0718278 B2 JPH0718278 B2 JP H0718278B2
- Authority
- JP
- Japan
- Prior art keywords
- end plate
- pole
- cylinder
- tension
- concrete
- 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
- 238000000034 method Methods 0.000 title claims description 22
- 239000004567 concrete Substances 0.000 title claims description 16
- 239000011513 prestressed concrete Substances 0.000 claims description 13
- 230000002093 peripheral effect Effects 0.000 description 6
- 239000002184 metal Substances 0.000 description 3
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 230000000717 retained effect Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Description
【0001】[0001]
【産業上の利用分野】本発明は、ポールやパイルのよう
なプレストレスドコンクリート円筒体とそれを接続する
方法に関する。FIELD OF THE INVENTION This invention relates to prestressed concrete cylinders such as poles and piles and methods for connecting them.
【0002】[0002]
【従来の技術】背の高い電柱、照明柱やネット用支柱な
どに使用するコンクリートポールは、数本の遠心力成形
したプレストレスドコンクリート製のポールを接続して
構成する。2. Description of the Related Art Concrete poles used for tall utility poles, lighting poles, net poles, etc. are constructed by connecting several centrifugally molded prestressed concrete poles.
【0003】ポールを接続する場合は、図12に示すよ
うに、下側ポール1と上側ポール2を台3の上に水平に
載置して一直線状に配置し、下側ポール1の上端の端板
4と上側ポール2の下端の端板5を間隔を置いて対面す
る。When connecting the poles, as shown in FIG. 12, the lower pole 1 and the upper pole 2 are placed horizontally on a stand 3 and arranged in a straight line, and the upper end of the lower pole 1 is The end plate 4 and the end plate 5 at the lower end of the upper pole 2 face each other with a gap.
【0004】下側ポール1の上端には、図13と図14
に示すように、半円弧状に湾曲した幅狭の上側バンド3
1と半円弧状に湾曲した幅広の下側バンド32の両端を
ボルトナット33で連結した案内具を嵌合して固定す
る。The upper end of the lower pole 1 is shown in FIGS.
As shown in, a narrow upper band 3 curved in a semi-circular shape
A guide tool in which both ends of a wide lower band 32 curved in a semicircular arc shape are connected to each other by bolts and nuts 33 is fitted and fixed.
【0005】上側ポール2は、吊り上げて下側ポール1
側に移動すると共に回転し、図15に示すように、上側
ポール2の外周面に等間隔に直線状に配列された足場金
具用ボルト孔12の列を、下側ポール1の外周面に同様
に配列された足場金具用ボルト孔12の列と同一線上に
配置し、かつ、上側ポール2の下端を、下側ポール1の
上端に固定した案内具の下側バンド32の上に載架し
て、上側ポール2を台3の上に再び載置する。The upper pole 2 is lifted and the lower pole 1 is lifted.
As shown in FIG. 15, the row of scaffolding bolt holes 12 for scaffolding fittings linearly arranged at equal intervals on the outer peripheral surface of the upper pole 2 is moved to the outer peripheral surface of the lower pole 1 similarly to the outer peripheral surface of the lower pole 1. Are arranged on the same line as the row of the bolt holes 12 for the scaffolding fitting arranged in the above, and the lower end of the upper pole 2 is mounted on the lower band 32 of the guide fixed to the upper end of the lower pole 1. Then, the upper pole 2 is placed on the base 3 again.
【0006】次に、案内具の下側バンド32に貫通した
複数本の軸芯調整用ボルト34は、回転して前後動し、
上側ポール2の下端を微動させて、上側ポール2の軸芯
を下側ポール1の軸芯に合致させる。Next, the plurality of shaft center adjusting bolts 34 penetrating the lower band 32 of the guide rotate and move back and forth,
The lower pole of the upper pole 2 is finely moved so that the axis of the upper pole 2 matches the axis of the lower pole 1.
【0007】軸芯が合致した上側ポール2と下側ポール
1は、更に接近させて、上側ポール2の下端の端板5と
下側ポール1の上端の端板4を当接させ又は非常に近接
させる。The upper pole 2 and the lower pole 1 whose axes are aligned are brought closer to each other, and the end plate 5 at the lower end of the upper pole 2 and the end plate 4 at the upper end of the lower pole 1 are brought into contact with each other, or very close to each other. Bring them close together.
【0008】上側ポール2の下端の端板5と下側ポール
1の上端の端板4は、それらの外周に形成された開先部
13の数か所を溶接して仮固定し、案内具を取り外した
後、開先部13の全周を溶接して本固定する。The end plate 5 at the lower end of the upper pole 2 and the end plate 4 at the upper end of the lower pole 1 are temporarily fixed by welding several places of the groove portion 13 formed on the outer periphery of them, and a guide tool is provided. After removing, the entire circumference of the groove 13 is welded and permanently fixed.
【0009】地中に深く打ち込むコンクリートパイル
は、数本の遠心力成形したプレストレスドコンクリート
製のパイルを接続して構成する。A concrete pile driven deep into the ground is constructed by connecting several piles made of centrifugally molded prestressed concrete.
【0010】パイルを接続する場合は、下側パイルを上
端を残して地中に打ち込んだ後、地上に突出した下側パ
イル上端の上方位置に上側パイルを垂直に吊り下げて、
下側パイルと上側パイルを一直線状に配置し、下側パイ
ルの上端の端板と上側パイルの下端の端板を間隔を置い
て対面する。When connecting the piles, the lower piles are driven into the ground leaving their upper ends, and then the upper piles are vertically suspended above the upper ends of the lower piles protruding above the ground,
The lower pile and the upper pile are arranged in a straight line, and the upper end plate of the lower pile and the lower end plate of the upper pile face each other with a gap.
【0011】上側パイルは、下降しつつその下端を手で
微動させて、その軸芯を下側パイルの軸芯に合致させて
下側パイルの上端の端板に載架する。The lower pile is mounted on the end plate at the upper end of the lower pile with the lower end of the upper pile being finely moved by hand while the lower pile is being moved.
【0012】上側パイルの下端の端板と下側パイルの上
端の端板は、それらの外周の開先部を溶接して固定す
る。The end plate at the lower end of the upper pile and the end plate at the upper end of the lower pile are welded and fixed at the groove portions of their outer circumferences.
【0013】[0013]
【発明が解決しようとする課題】ところが、ポールを接
続する上記の場合、上側ポールの足場金具用ボルト孔の
列を下側ポールの足場金具用ボルト孔の列と同一線上に
配置する作業と、上側ポールの軸芯を下側ポールの軸芯
に合致させる作業は、それぞれ、多くの手間が掛かり、
正確に行なうことが困難である。However, in the above case of connecting the poles, the operation of arranging the row of bolt holes for scaffolding metal fittings of the upper pole on the same line as the row of bolt holes for scaffolding metal fittings of the lower pole, It takes a lot of time and effort to match the axis of the upper pole with the axis of the lower pole,
Difficult to do accurately.
【0014】案内具は、重く、これを下側ポールに取り
付けたり取り外す作業は、多くの手間が掛かる。The guide tool is heavy, and it takes a lot of time to attach and remove the guide tool to and from the lower pole.
【0015】また、案内具は、軸芯調整用ボルトを操作
する際、下側バンドと下側ポールの間に指を挟む危険が
ある。Further, in the guide tool, there is a risk of pinching a finger between the lower band and the lower pole when operating the shaft center adjusting bolt.
【0016】パイルを接続する上記の場合、上側パイル
の軸芯を下側パイルの軸芯に合致させる作業は、多くの
手間が掛かり、正確に行なうことが困難である。In the above case of connecting piles, the work of aligning the shaft center of the upper pile with the shaft center of the lower pile requires a lot of labor and is difficult to perform accurately.
【0017】また、上側パイルをその軸芯を下側パイル
の軸芯に合致させて下側パイルの上に載架する際、両パ
イルの間に指を挟む危険が高い。Further, when the upper pile is placed on the lower pile with its axis aligned with the axis of the lower pile, there is a high risk of pinching a finger between the two piles.
【0018】結局、ポールやパイルのようなプレストレ
スドコンクリート製の円筒体の接続は、能率よく、正確
かつ安全に行なうことが困難である。After all, it is difficult to connect prestressed concrete cylinders such as poles and piles efficiently, accurately and safely.
【0019】本発明の目的は、上記のような従来の課題
を解決することである。An object of the present invention is to solve the above conventional problems.
【0020】[0020]
【課題を解決するための手段】本発明は、プレストレス
ドコンクリート製のポールやパイルのような下側円筒体
と上側円筒体を一直線状に配置し、下側円筒体の上端の
端板と上側円筒体の下端の端板を対面し、上側円筒体又
は下側円筒体の端板に残っている緊張線緊張用の螺孔の
少なくとも2個に、それぞれ、位置決めピンの螺歯基端
部を螺合し、上側円筒体又は下側円筒体の端板に突出し
た各位置決めピンの先端部を、それぞれ、他方の円筒体
の端板に残っている緊張線緊張用の螺孔に嵌合して、上
側円筒体の軸芯と下側円筒体の軸芯を合致させ、上側円
筒体の下端の端板と下側円筒体の上端の端板を固定した
ことを特徴とするコンクリート円筒体である。According to the present invention, a lower cylinder such as a pole or pile made of prestressed concrete and an upper cylinder are arranged in a straight line, and an end plate at the upper end of the lower cylinder is provided. At least two screw holes for tension line remaining in the end plate of the upper cylinder or the lower cylinder face the end plate of the lower end of the upper cylinder, and the screw teeth base end of the positioning pin are respectively provided. Screw each other, and fit the tip of each positioning pin projecting to the end plate of the upper cylinder or the lower cylinder into the screw hole for tension line tension remaining on the end plate of the other cylinder. Then, the axis of the upper cylinder and the axis of the lower cylinder are matched, and the end plate at the lower end of the upper cylinder and the end plate at the upper end of the lower cylinder are fixed. Is.
【0021】また、本発明は、プレストレスドコンクリ
ート製のポールやパイルのような下側円筒体と上側円筒
体を一直線状に配置し、下側円筒体の上端の端板と上側
円筒体の下端の端板を対面し、上側円筒体の軸芯と下側
円筒体の軸芯を合致させ、上側円筒体の下端の端板と下
側円筒体の上端の端板を固定するコンクリート円筒体の
接続方法において、上側円筒体と下側円筒体の軸芯を合
致させるに当たり、上側円筒体又は下側円筒体の端板に
残っている緊張線緊張用の螺孔の少なくとも2個に、そ
れぞれ、位置決めピンの螺歯基端部を螺合し、上側円筒
体又は下側円筒体の端板に突出した各位置決めピンの先
端部を、それぞれ、他方の円筒体の端板に残っている緊
張線緊張用の螺孔に嵌合することを特徴とするコンクリ
ート円筒体の接続方法である。Further, according to the present invention, the lower cylinder and the upper cylinder such as poles and piles made of prestressed concrete are arranged in a straight line, and the end plate at the upper end of the lower cylinder and the upper cylinder are A concrete cylinder that faces the bottom end plate, aligns the shaft center of the upper cylinder with the shaft center of the lower cylinder, and fixes the bottom end plate of the upper cylinder and the top end plate of the lower cylinder. In aligning the axial centers of the upper cylinder and the lower cylinder in the connection method of 1), at least two screw holes for tension line tension remaining in the end plate of the upper cylinder or the lower cylinder are respectively provided. , The threaded base ends of the positioning pins are screwed together, and the tips of the positioning pins protruding from the end plate of the upper cylinder or the lower cylinder are respectively retained on the end plates of the other cylinder. Connection of concrete cylinder characterized by fitting into screw hole for line tension It is the law.
【0022】また、本発明は、プレストレスドコンクリ
ート製の下側ポールと上側ポールを一直線状に配置し、
下側ポールの上端の端板と上側ポールの下端の端板を対
面し、上側ポールの外周面の足場金具用ボルト孔の列と
下側ポールの外周面の足場金具用ボルト孔の列を同一線
上に配置し、上側ポールの軸芯と下側ポールの軸芯を合
致させ、上側ポールの下端の端板と下側ポールの上端の
端板を固定するコンクリート円筒体の接続方法におい
て、上側ポールと下側ポールの足場金具用ボルト孔の列
を同一線上に配置すると共に上側ポールと下側ポールの
軸芯を合致させるに当たり、上側ポール又は下側ポール
の端板に残っている緊張線緊張用の螺孔の少なくとも2
個に、それぞれ、位置決めピンの螺歯基端部を螺合し、
上側ポール又は下側ポールの端板に突出した各位置決め
ピンの先端部を、それぞれ、他方のポールの端板に残っ
ている緊張線緊張用の螺孔に嵌合することを特徴とする
コンクリート円筒体の接続方法である。In the present invention, the lower pole and the upper pole made of prestressed concrete are arranged in a straight line,
The end plate at the upper end of the lower pole and the end plate at the lower end of the upper pole face each other, and the row of bolt holes for scaffolding fittings on the outer peripheral surface of the upper pole and the row of bolt hole for scaffolding fittings on the outer surface of the lower pole are the same. In the method of connecting concrete cylinders, which are arranged on a line, the axis of the upper pole and the axis of the lower pole are aligned, and the lower end plate of the upper pole and the upper end plate of the lower pole are fixed. For arranging the rows of bolt holes for scaffolding metal of the lower pole and the lower pole on the same line, and for aligning the axes of the upper pole and the lower pole, for tension line tension remaining on the end plate of the upper pole or the lower pole At least 2 of the screw holes
Screw the toothed base end of the positioning pin into
A concrete cylinder characterized in that the tip end of each positioning pin protruding from the end plate of the upper pole or the lower pole is fitted into the screw hole for tension line tension remaining on the end plate of the other pole. How to connect the body.
【0023】[0023]
【作用】本発明においては、ポールやパイルのような上
側円筒体と下側円筒体の軸芯を合致させる作業は、上側
円筒体と下側円筒体の端板に残っている緊張線緊張用の
螺孔と位置決めピンを利用して行なわれ、多くの手間が
掛からず、正確かつ安全に行なうことが容易である。In the present invention, the work of aligning the axial centers of the upper and lower cylinders such as poles and piles is performed for tension line tension remaining on the end plates of the upper and lower cylinders. Since it is performed by using the screw holes and the positioning pins, it does not require much labor and is easy to perform accurately and safely.
【0024】また、上側ポールと下側ポールの足場金具
用ボルト孔の列を同一線上に配置すると共に上側ポール
と下側ポールの軸芯を合致させる作業は、上側ポールと
下側ポールの端板に残っている緊張線緊張用の螺孔と位
置決めピンを利用して行なわれ、多くの手間が掛から
ず、正確かつ安全に行なうことが容易である。In addition, the rows of the scaffolding bolt holes of the upper pole and the lower pole are arranged on the same line, and the work of aligning the axial centers of the upper pole and the lower pole is performed by the end plates of the upper pole and the lower pole. It is carried out by utilizing the remaining screw holes and the positioning pins for tightening the tension wire, which does not require much labor and is easy to perform accurately and safely.
【0025】[0025]
【発明の効果】本発明においては、ポールやパイルのよ
うなプレストレスドコンクリート製の円筒体の接続を、
従来の場合に比較して、能率よく、正確かつ安全に行な
うことが容易である。In the present invention, the connection of the prestressed concrete cylinders such as poles and piles is
Compared to the conventional case, it is easy to perform efficiently, accurately and safely.
【0026】[0026]
<第1実施例(図1〜図8参照)>本例は、2本の遠心
力成形したプレストレスドコンクリート製の下側ポール
1と上側ポール2を接続する例である。<First embodiment (see FIGS. 1 to 8)> This embodiment is an example in which two centrifugally molded prestressed concrete lower poles 1 and upper poles 2 are connected.
【0027】下側ポール1と上側ポール2は、図1に示
すように、台3の上に水平に載置して一直線状に配置
し、下側ポール1の上端の端板4と上側ポール2の下端
の端板5を間隔を置いて対面する。As shown in FIG. 1, the lower pole 1 and the upper pole 2 are placed horizontally on a base 3 and arranged in a straight line, and the end plate 4 at the upper end of the lower pole 1 and the upper pole 2 are arranged. The end plates 5 at the lower end of 2 are faced with a space.
【0028】下側ポール1の上端の端板4と上側ポール
2の下端の端板5は、図2と図3に示すように、同一寸
法の円輪状の鋼板であり、緊張線固定用の挿通孔6が所
定の同一位置に貫通し、各挿通孔6にそれぞれ円筒状の
コンクリート7を貫通した緊張線8の大径端部が固定さ
れ、緊張線8を緊張した際に使用した螺孔9が所定の同
一位置に貫通して残っている。The end plate 4 at the upper end of the lower pole 1 and the end plate 5 at the lower end of the upper pole 2 are circular steel plates of the same size, as shown in FIGS. A large diameter end of a tension wire 8 that penetrates the insertion hole 6 at a predetermined same position and penetrates a cylindrical concrete 7 is fixed to each insertion hole 6, and a screw hole used when the tension wire 8 is tightened. 9 penetrates and remains at a predetermined same position.
【0029】下側ポール1の上端の端板4に残っている
多数個の緊張線緊張用の螺孔9のうち端板4中心を挟む
対称位置の2個には、それぞれ、図4に示す位置決めピ
ン10の螺歯基端部11を螺合し、図5に示すように、
下側ポール1の上端の端板4に2本の位置決めピン10
を端板4中心を挟む対称位置に突出する。FIG. 4 shows two of the many screw holes 9 for tension line tension remaining in the end plate 4 at the upper end of the lower pole 1 at two symmetrical positions sandwiching the center of the end plate 4. By screwing the screw tooth base end portion 11 of the positioning pin 10, as shown in FIG.
Two positioning pins 10 are provided on the end plate 4 at the upper end of the lower pole 1.
Are projected at symmetrical positions with the center of the end plate 4 interposed therebetween.
【0030】その後、上側ポール2は、下側ポール1側
に移動すると共に回転し、図6に示すように、上側ポー
ル2の外周面に等間隔に直線状に配列された足場金具用
ボルト孔12の列を、下側ポール1の外周面に同様に配
列された足場金具用ボルト孔12の列と同一線上に配置
して、下側ポール1の上端の端板4に突出した各位置決
めピン10の先端部を、それぞれ、上側ポール2の下端
の端板5に残っている緊張線緊張用の螺孔9のうち位置
決めピン10と対応する位置の螺孔9に嵌合し、上側ポ
ール2の軸芯と下側ポール1の軸芯を合致させる。After that, the upper pole 2 moves to the lower pole 1 side and rotates, and as shown in FIG. 6, bolt holes for scaffolding fittings which are linearly arranged at equal intervals on the outer peripheral surface of the upper pole 2. Each row of 12 pins is arranged on the same line as the row of the bolt holes 12 for scaffolding fittings which are similarly arranged on the outer peripheral surface of the lower pole 1, and each positioning pin protruding to the end plate 4 at the upper end of the lower pole 1. The tip end portions of the upper poles 2 and 10 are fitted into the screw holes 9 of the lower end plate 5 of the upper pole 2 which correspond to the positioning pins 10 of the screw holes 9 for tension wire tension. Align the axis of the and the axis of the lower pole 1.
【0031】上側ポール2の下端の端板5を下側ポール
1の上端の端板4に当接し又は非常に近接した後、図7
と図8に示すように、上側ポール2の下端の端板5と下
側ポール1の上端の端板4は、それらの外周に形成され
た開先部13を溶接して固定する。After the end plate 5 at the lower end of the upper pole 2 is brought into contact with or very close to the end plate 4 at the upper end of the lower pole 1, FIG.
As shown in FIG. 8, the end plate 5 at the lower end of the upper pole 2 and the end plate 4 at the upper end of the lower pole 1 are welded and fixed to the groove portion 13 formed on their outer circumferences.
【0032】即ち、上側ポール2の下端と下側ポール1
の上端を接続して、背の高いコンクリートポールを構成
する。That is, the lower end of the upper pole 2 and the lower pole 1
Connect the upper ends of to form a tall concrete pole.
【0033】<第2実施例(図9〜図11参照)>本例
は、2本の遠心力成形したプレストレスドコンクリート
製の下側パイル21と上側パイル22を接続する例であ
る。<Second Embodiment (See FIGS. 9 to 11)> This embodiment is an example in which two lower piles 21 and upper piles 22 made of centrifugal force-molded prestressed concrete are connected.
【0034】下側パイル21の上端の端板4と上側パイ
ル22の下端の端板5は、前例における下側ポール1の
上端の端板4と上側ポール2の下端の端板5と同一構造
である。The upper end plate 4 of the lower pile 21 and the lower end plate 5 of the upper pile 22 have the same structure as the upper end plate 4 of the lower pole 1 and the lower end plate 5 of the upper pole 2 in the previous example. Is.
【0035】下側パイル21を上端を残して地中に打ち
込んだ後、下側パイル21の上端の端板4に残っている
多数個の緊張線緊張用の螺孔のうち端板4中心を挟む対
称位置の2個に、図9に示すように、それぞれ、前例に
おけるのと同一構造の位置決めピン10の螺歯基端部1
1を螺合し、下側パイル21の上端の端板4に2本の位
置決めピン10を端板4中心を挟む対称位置に突出す
る。After the lower pile 21 has been driven into the ground leaving the upper end, the center of the end plate 4 of the many screw holes for tension line tension remaining in the end plate 4 at the upper end of the lower pile 21 is set. As shown in FIG. 9, the screw tooth base end portions 1 of the positioning pin 10 having the same structure as in the previous example are respectively provided at two symmetrical positions to be sandwiched.
1 is screwed together, and two positioning pins 10 are projected on the end plate 4 at the upper end of the lower pile 21 at symmetrical positions with the center of the end plate 4 interposed therebetween.
【0036】地上に突出した下側パイル21上端の上方
位置には、図10に示すように、上側パイル22を垂直
に吊り下げて、下側パイル21と上側パイル22を一直
線状に配置し、下側パイル21の上端の端板4と上側パ
イル22の下端の端板5を間隔を置いて対面する。Above the upper end of the lower pile 21 protruding above the ground, as shown in FIG. 10, the upper pile 22 is hung vertically to arrange the lower pile 21 and the upper pile 22 in a straight line. The end plate 4 at the upper end of the lower pile 21 and the end plate 5 at the lower end of the upper pile 22 face each other with a gap.
【0037】上側パイル22は、下降しつつその下端を
手で微動させ、図11に示すように、下側パイル21の
上端の端板4に突出した各位置決めピン10の先端部
を、それぞれ、上側パイル22の下端の端板5に残って
いる緊張線緊張用の螺孔のうち位置決めピン10と対応
する位置の螺孔に嵌合し、上側パイル22の軸芯を下側
パイル21の軸芯に合致させて、上側パイル22の下端
の端板5を下側パイル21の上端の端板4に載架する。As the upper pile 22 descends, its lower end is slightly moved by hand, and as shown in FIG. 11, the tip ends of the positioning pins 10 projecting from the end plate 4 at the upper end of the lower pile 21 are respectively moved. Of the screw holes for tension line tension remaining in the end plate 5 at the lower end of the upper pile 22, the screw holes at positions corresponding to the positioning pins 10 are fitted, and the axis of the upper pile 22 is set to the shaft of the lower pile 21. The end plate 5 at the lower end of the upper pile 22 is mounted on the end plate 4 at the upper end of the lower pile 21 in conformity with the core.
【0038】上側パイル22の下端の端板5と下側パイ
ル21の上端の端板4は、それらの外周の開先部13を
溶接して固定する。The end plate 5 at the lower end of the upper pile 22 and the end plate 4 at the upper end of the lower pile 21 are welded and fixed to the groove portion 13 on the outer periphery thereof.
【0039】即ち、上側パイル22の下端と下側パイル
21の上端を接続して、長いコンクリートパイルを構成
する。That is, the lower end of the upper pile 22 and the upper end of the lower pile 21 are connected to form a long concrete pile.
【図1】本発明の第1実施例のポールの接続方法におい
て下側ポールと上側ポールを台の上に配置した状態の正
面図である。FIG. 1 is a front view showing a state in which a lower pole and an upper pole are arranged on a stand in the method of connecting poles according to the first embodiment of the present invention.
【図2】同例のポールの接続方法において使用する下側
ポールの拡大側面図である。FIG. 2 is an enlarged side view of a lower pole used in the pole connecting method of the same example.
【図3】図2のA−A線断面図である。3 is a cross-sectional view taken along the line AA of FIG.
【図4】同例のポールの接続方法において使用する位置
決めピンの拡大正面図である。FIG. 4 is an enlarged front view of a positioning pin used in the pole connecting method of the example.
【図5】同例のポールの接続方法において下側ポールの
上端の端板に位置決めピンを突出した状態の正面図であ
る。FIG. 5 is a front view showing a state where a positioning pin is projected from an end plate at an upper end of a lower pole in the method of connecting the poles of the same example.
【図6】同例のポールの接続方法において下側ポールの
上端の端板の位置決めピンを上側ポールの下端の端板の
螺孔に嵌合した状態の正面図である。FIG. 6 is a front view showing a state in which a positioning pin of an end plate at an upper end of a lower pole is fitted into a screw hole of an end plate at a lower end of an upper pole in the pole connecting method of the example.
【図7】同例のポールの接続方法において下側ポールの
上端の端板と上側ポールの下端の端板を溶接した状態の
正面図である。FIG. 7 is a front view showing a state in which an end plate at the upper end of the lower pole and an end plate at the lower end of the upper pole are welded in the method of connecting the poles of the same example.
【図8】同例のポールの接続方法において下側ポールの
上端の端板と上側ポールの下端の端板を溶接した状態の
部分拡大縦断正面図である。FIG. 8 is a partially enlarged vertical front view showing a state in which an end plate at an upper end of a lower pole and an end plate at a lower end of an upper pole are welded in the method of connecting the poles of the same example.
【図9】第2実施例のパイルの接続方法において下側パ
イルの上端の端板に位置決めピンを突出した状態の正面
図である。FIG. 9 is a front view showing a state in which a positioning pin is projected from an end plate at an upper end of a lower pile in the pile connecting method according to the second embodiment.
【図10】同例のパイルの接続方法において下側パイル
の上方位置に上側パイルを配置した状態の正面図であ
る。FIG. 10 is a front view showing a state in which an upper pile is arranged above a lower pile in the pile connecting method of the example.
【図11】同例のパイルの接続方法において下側パイル
の上端の端板の位置決めピンを上側パイルの下端の端板
の螺孔に嵌合した状態の正面図である。FIG. 11 is a front view showing a state where the positioning pins of the end plate at the upper end of the lower pile are fitted into the screw holes of the end plate at the lower end of the upper pile in the pile connecting method of the example.
【図12】従来例のポールの接続方法において下側ポー
ルと上側ポールを台の上に配置した状態の正面図であ
る。FIG. 12 is a front view showing a state in which a lower pole and an upper pole are arranged on a stand in the conventional pole connecting method.
【図13】同例のポールの接続方法において下側ポール
の上端に案内具を固定した状態の正面図である。FIG. 13 is a front view showing a state where a guide tool is fixed to an upper end of a lower pole in the pole connecting method of the same example.
【図14】同例のポールの接続方法において案内具を固
定した下側ポールの拡大側面図である。FIG. 14 is an enlarged side view of a lower pole to which a guide tool is fixed in the pole connecting method of the same example.
【図15】同例のポールの接続方法において下側ポール
の上端の案内具に上側ポールの下端を載架した状態の正
面図である。FIG. 15 is a front view showing a state where the lower end of the upper pole is mounted on the guide tool at the upper end of the lower pole in the method of connecting the poles of the same example.
1 下側ポール 2 上側ポール 4 端板 5 端板 9 緊張線緊張用の螺孔 10 位置決めピン 11 螺歯基端部 12 足場金具用ボルト孔 21 下側パイル 22 上側パイル 1 Lower Pole 2 Upper Pole 4 End Plate 5 End Plate 9 Tension Line Tightening Screw Hole 10 Positioning Pin 11 Screw Teeth Base End 12 Scaffolding Tool Bolt Hole 21 Lower Pile 22 Upper Pile
Claims (3)
やパイルのような下側円筒体と上側円筒体を一直線状に
配置し、下側円筒体の上端の端板と上側円筒体の下端の
端板を対面し、 上側円筒体又は下側円筒体の端板に残っている緊張線緊
張用の螺孔の少なくとも2個に、それぞれ、位置決めピ
ンの螺歯基端部を螺合し、上側円筒体又は下側円筒体の
端板に突出した各位置決めピンの先端部を、それぞれ、
他方の円筒体の端板に残っている緊張線緊張用の螺孔に
嵌合して、上側円筒体の軸芯と下側円筒体の軸芯を合致
させ、 上側円筒体の下端の端板と下側円筒体の上端の端板を固
定したことを特徴とするコンクリート円筒体。1. A lower cylinder and an upper cylinder, such as poles and piles made of prestressed concrete, are arranged in a straight line, and an end plate at an upper end of the lower cylinder and an end plate at a lower end of the upper cylinder. Facing each other, and screwing the screw pin base end of the positioning pin into at least two of the screw holes for tension line tension remaining in the end plate of the upper cylinder or the lower cylinder, respectively. Or, the tip of each positioning pin protruding to the end plate of the lower cylinder,
Fit into the threaded hole for tension wire remaining on the end plate of the other cylinder, align the axis of the upper cylinder with the axis of the lower cylinder, and end plate of the lower end of the upper cylinder. A concrete cylinder characterized in that an end plate at the upper end of the lower cylinder is fixed.
やパイルのような下側円筒体と上側円筒体を一直線状に
配置し、下側円筒体の上端の端板と上側円筒体の下端の
端板を対面し、上側円筒体の軸芯と下側円筒体の軸芯を
合致させ、上側円筒体の下端の端板と下側円筒体の上端
の端板を固定するコンクリート円筒体の接続方法におい
て、 上側円筒体と下側円筒体の軸芯を合致させるに当たり、 上側円筒体又は下側円筒体の端板に残っている緊張線緊
張用の螺孔の少なくとも2個に、それぞれ、位置決めピ
ンの螺歯基端部を螺合し、上側円筒体又は下側円筒体の
端板に突出した各位置決めピンの先端部を、それぞれ、
他方の円筒体の端板に残っている緊張線緊張用の螺孔に
嵌合することを特徴とするコンクリート円筒体の接続方
法。2. An end plate at the upper end of the lower cylinder and an end plate at the lower end of the upper cylinder, in which the lower cylinder and the upper cylinder, such as poles and piles made of prestressed concrete, are arranged in a straight line. In the connection method of the concrete cylinders, facing each other, aligning the axis of the upper cylinder with the axis of the lower cylinder, and fixing the end plate of the lower end of the upper cylinder and the end plate of the upper end of the lower cylinder. , When aligning the axial centers of the upper cylinder and the lower cylinder, at least two screw holes for tension line tension remaining in the end plate of the upper cylinder or the lower cylinder are respectively attached to the positioning pins. The base end of the screw tooth is screwed together, and the tip end of each positioning pin protruding to the end plate of the upper cylinder or the lower cylinder is respectively
A method for connecting a concrete cylindrical body, characterized in that the concrete cylindrical body is fitted into a screw hole for tension line tension remaining on an end plate of the other cylindrical body.
ールと上側ポールを一直線状に配置し、下側ポールの上
端の端板と上側ポールの下端の端板を対面し、上側ポー
ルの外周面の足場金具用ボルト孔の列と下側ポールの外
周面の足場金具用ボルト孔の列を同一線上に配置し、上
側ポールの軸芯と下側ポールの軸芯を合致させ、上側ポ
ールの下端の端板と下側ポールの上端の端板を固定する
コンクリート円筒体の接続方法において、 上側ポールと下側ポールの足場金具用ボルト孔の列を同
一線上に配置すると共に上側ポールと下側ポールの軸芯
を合致させるに当たり、 上側ポール又は下側ポールの端板に残っている緊張線緊
張用の螺孔の少なくとも2個に、それぞれ、位置決めピ
ンの螺歯基端部を螺合し、上側ポール又は下側ポールの
端板に突出した各位置決めピンの先端部を、それぞれ、
他方のポールの端板に残っている緊張線緊張用の螺孔に
嵌合することを特徴とするコンクリート円筒体の接続方
法。3. A lower pole and an upper pole made of prestressed concrete are arranged in a straight line, and an end plate at the upper end of the lower pole and an end plate at the lower end of the upper pole face each other, and Place the row of scaffolding bolt holes and the row of scaffolding bolt holes on the outer surface of the lower pole on the same line so that the axis of the upper pole matches the axis of the lower pole, and In the method of connecting the concrete cylinder that fixes the end plate and the upper end plate of the lower pole, the rows of scaffolding bolt holes for the upper pole and the lower pole are arranged on the same line and the upper pole and the lower pole are When aligning the shaft centers, at least two screw holes for tension wire remaining in the end plate of the upper pole or the lower pole are respectively screwed with the screw pin base end portions of the positioning pins, and the upper pole is screwed. Or on the end plate of the lower pole The tips of the positioning pins out, respectively,
A method for connecting a concrete cylinder, characterized by fitting into a screw hole for tension line tension remaining on the end plate of the other pole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23761791A JPH0718278B2 (en) | 1991-09-18 | 1991-09-18 | Concrete cylinder and its connection method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP23761791A JPH0718278B2 (en) | 1991-09-18 | 1991-09-18 | Concrete cylinder and its connection method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0579226A JPH0579226A (en) | 1993-03-30 |
| JPH0718278B2 true JPH0718278B2 (en) | 1995-03-01 |
Family
ID=17017978
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP23761791A Expired - Lifetime JPH0718278B2 (en) | 1991-09-18 | 1991-09-18 | Concrete cylinder and its connection method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0718278B2 (en) |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008101325A (en) * | 2006-10-17 | 2008-05-01 | Tokyo Electric Power Co Inc:The | Connected concrete pillar |
| CN102206963B (en) * | 2011-03-07 | 2013-04-17 | 长沙晟丰电杆制造有限公司 | Tensioning device and method for applying prestressing force on high bending moment prestressed concrete electric pole |
| JP5775750B2 (en) * | 2011-06-13 | 2015-09-09 | 前田製品販売株式会社 | Steel pipe concrete composite pile |
| JP6010359B2 (en) * | 2012-06-20 | 2016-10-19 | 東京電力ホールディングス株式会社 | Assembled concrete column and method for manufacturing the same |
| JP7190895B2 (en) * | 2018-12-27 | 2022-12-16 | 関西電力株式会社 | Split type utility pole joining tool and joining method |
-
1991
- 1991-09-18 JP JP23761791A patent/JPH0718278B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0579226A (en) | 1993-03-30 |
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