JPH0874249A - Processing method for pile head - Google Patents
Processing method for pile headInfo
- Publication number
- JPH0874249A JPH0874249A JP23858994A JP23858994A JPH0874249A JP H0874249 A JPH0874249 A JP H0874249A JP 23858994 A JP23858994 A JP 23858994A JP 23858994 A JP23858994 A JP 23858994A JP H0874249 A JPH0874249 A JP H0874249A
- Authority
- JP
- Japan
- Prior art keywords
- pile head
- pile
- steel pipe
- cap
- bottom frame
- 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
- Piles And Underground Anchors (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は桟橋を支える支柱などと
なる鋼管杭の杭頭の処理工法に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for treating a pile head of a steel pipe pile which will be a support for a jetty.
【0002】[0002]
【従来の技術とその課題】従来、打ち込まれた鋼管杭の
杭頭をその鋼管杭が支持する構造物との連結を行うため
に、杭頭に対して、その杭頭の周りにブラケットを配置
するとともに、そのブラケットに支持させるようにしな
がらフーチング受け用の鉄板を配置して杭頭を囲む処理
が行われている。2. Description of the Related Art Conventionally, in order to connect a pile head of a driven steel pipe pile to a structure supported by the steel pipe pile, a bracket is arranged around the pile head with respect to the pile head. At the same time, an iron plate for receiving the footing is arranged so as to be supported by the bracket and the pile head is surrounded.
【0003】しかしながら、この杭頭の処理方法では、
現場にてブラケット、フーチング受け用鉄板の溶接作業
が行われているとともに、フーチングのコンクリート打
設における支保工の組み起こし及び解体の作業を行って
おり、作業にかなりの時間を要するものとなっていた。
また、海面付近での処理作業となるため、海象や潮位の
影響を受け易く、作業を中断して待機しなければならな
いという不都合があり、処理が遅れる原因の一つとなっ
ていた。However, in this pile head treatment method,
Welding work of brackets and footing receiving iron plates is done at the site, as well as work of assembling and dismantling support work in concrete placement of footing, which requires a considerable amount of time. It was
Further, since the processing work is performed near the sea surface, it is easily affected by the sea conditions and the tide level, and there is an inconvenience that the work must be interrupted and waiting, which is one of the causes of delaying the processing.
【0004】そこで本発明は上記事情に鑑み、予め半製
品として製作された部材を、鋼管杭の杭頭に取付固定す
ることにより、その杭頭の周りに、フーチング受け用の
部材やブラケット、梁と連結を行うための鉄筋が得られ
るようにすることを課題とし、杭頭の処理が簡単に行え
るようにすることを目的とする。In view of the above circumstances, the present invention attaches and fixes a member manufactured as a semi-finished product in advance to a pile head of a steel pipe pile, so that a footing receiving member, a bracket, and a beam are provided around the pile head. It is an object to obtain a reinforcing bar for connecting with a pile, and an object thereof is to facilitate the treatment of pile heads.
【0005】[0005]
【課題を解決するための手段】本発明は上記課題を考慮
してなされたもので、鋼管杭の杭頭に、それぞれ前記鋼
管杭の周面の半面を覆う弧状のキャップと該キャップか
ら外方に向けて張り出た底枠と前記キャップから外方に
向けて張り出た複数本の鉄筋とからなる一対の半割り処
理部材を取付固定して、前記杭頭の周りに外方に向けて
張り出た鉄筋を配置し、かつ相対する前記半割り処理部
材の底枠を接続して、該底枠にて杭頭の周りを囲んだこ
とを特徴とする杭頭の処理工法を提供して、上記課題を
解消するものである。SUMMARY OF THE INVENTION The present invention has been made in view of the above problems, and an arc-shaped cap that covers a half surface of the peripheral surface of the steel pipe pile and an outer side from the cap are formed on the pile head of the steel pipe pile. By attaching and fixing a pair of half-division processing members consisting of a bottom frame protruding toward and a plurality of reinforcing bars protruding outward from the cap, and facing outward around the pile head. A pile head treatment method is provided in which a projecting reinforcing bar is arranged, and the bottom frames of the facing half-divided processing members are connected to each other, and the pile frame is surrounded by the bottom frame. The above problems are solved.
【0006】[0006]
【作用】本発明においては、半割り処理部材が予め鉄筋
と底枠とを有しているものであり、一対のこの半割り処
理部材を杭頭に取付固定し、この取付によって杭頭の周
りに鉄筋が配置されるとともに、底枠が杭頭の周りに配
置され、鉄筋や底枠などの部材を個々に取り付けること
なく、一体にして得られるようになる。In the present invention, the half-splitting member has a reinforcing bar and a bottom frame in advance, and a pair of these half-splitting members are attached and fixed to the pile head, and by this attachment, the circumference of the pile head is surrounded. In addition to the reinforcing bars being arranged in the bottom frame, the bottom frame is arranged around the pile head, and the members such as the reinforcing bar and the bottom frame can be integrally obtained without attaching them individually.
【0007】[0007]
【実施例】つぎに本発明を図1から図3に示す実施例に
基づいて詳細に説明する。図中1は一対で一組となる半
割り処理部材で、該半割り処理部材1それぞれは、鋼管
杭aの杭頭bの周面形状に対応してその周面の半面を覆
う弧状のキャップ2と、前記キャップ2の外表面におけ
る所定高さ位置から外方に向けて張り出した複数本の鉄
筋3と、前記キャップ2の外表面において前記鉄筋3の
下位に位置して外方に向けて張り出した略三角板状の底
枠4とからなるものである。そしてこの一対の半割り処
理部材1を組み合わせる際に、前記キャップ2の端面同
士及び底枠4の端面同士が隙間無く接するように設けら
れており、図1に示すように、キャップ2,2にて杭頭
bの周面全面を覆う筒体が形成され、底枠4,4からは
上方から見た形状が略四角となる枠体が杭頭bの周りに
形成される。EXAMPLES The present invention will be described in detail based on the examples shown in FIGS. In the figure, 1 is a pair of half-divided processing members, and each of the half-divided processing members 1 corresponds to the peripheral surface shape of the pile head b of the steel pipe pile a and has an arc-shaped cap that covers the half surface of the peripheral surface. 2, a plurality of rebars 3 projecting outward from a predetermined height position on the outer surface of the cap 2, and a subordinate of the rebar 3 on the outer surface of the cap 2 and directed outward. The bottom frame 4 has a substantially triangular plate shape. When the pair of half-split processing members 1 are combined, the end faces of the cap 2 and the bottom frame 4 are provided so as to be in contact with each other without a gap, and as shown in FIG. A cylindrical body is formed to cover the entire peripheral surface of the pile head b, and a frame body having a substantially square shape when viewed from above is formed around the pile head b from the bottom frames 4 and 4.
【0008】上記半割り処理部材1の鉄筋3はキャップ
2に対して溶接固定され、底枠4も前記キャップ2に対
して溶接固定されている。また底枠4の下部にはこの底
枠4を支持する複数のブラケット5が位置しており、こ
のブラケット5も底枠4の下面及び鋼管杭aの周面に溶
接固定されている。この半割り処理部材1は予め工場に
て製作されているものであって、作業現場にて一対を組
み合わせるようにした半製品の形態としてその作業現場
に搬入されるものである。The reinforcing bar 3 of the half-split processing member 1 is welded and fixed to the cap 2, and the bottom frame 4 is also welded and fixed to the cap 2. A plurality of brackets 5 that support the bottom frame 4 are located below the bottom frame 4, and the brackets 5 are also welded and fixed to the lower surface of the bottom frame 4 and the peripheral surface of the steel pipe pile a. The half-split processing member 1 is manufactured in advance in a factory and is brought into the work site in the form of a semi-finished product in which a pair is combined at the work site.
【0009】この半割り処理部材1の取付は、キャップ
2それぞれを杭頭bに当てがうようにしてセットし、そ
のキャップ2に設けられたスリット6から、そしてキャ
ップ2の上下縁から溶接を行って杭頭bとの取付固定が
行われ、また、対接したキャップ2の端縁同士及び底枠
4の端縁同士を溶接することにより、半割り処理部材1
相互の連結固定が行われる。このように、一対の半割り
処理部材1を杭頭bに取付固定することにより、その杭
頭bの周りに、外方に向けて張り出した複数本の鉄筋
3、そして外方に向けて張り出した底枠4が配置され
る。前記鉄筋3はキャップ2から所定の方向に向くよう
にして取り付けられており、半割り処理部材1を杭頭b
に対して所定の向きにセットすることによって、図1に
示すように鋼管杭aの周りに配置されるプレキャストコ
ンクリート梁型枠cに向くようになり、そのプレキャス
トコンクリート梁型枠c内の鉄筋と接続されることにな
る。また、前記底枠4に関してもその外側端がプレキャ
ストコンクリート梁型枠cを乗せ置く位置にくるように
設定されている。なお、プレキャストコンクリート梁型
枠cを底枠4の外側端に置いたのち、前述のように鉄筋
3とプレキャストコンクリート梁型枠c内の鉄筋との接
続が行われるとともに、プレキャストコンクリート梁型
枠cの間において底枠4の外側端に沿って普通型枠7が
取り付けられてコンクリートの打設が行われる。The half-processed member 1 is attached by setting the caps 2 so that they are applied to the pile heads b, and welding is performed from the slits 6 provided in the caps 2 and from the upper and lower edges of the caps 2. Then, the pile head b is attached and fixed, and the end edges of the cap 2 and the end edges of the bottom frame 4 which are in contact with each other are welded to each other, whereby the half-split processing member 1 is formed.
Mutual connection and fixation are performed. In this manner, by attaching and fixing the pair of half-divided processing members 1 to the pile head b, the plurality of reinforcing bars 3 protruding outwardly around the pile head b and the outward protrusions. The bottom frame 4 is arranged. The rebar 3 is attached so as to face a predetermined direction from the cap 2, and the half-split processing member 1 is attached to the pile head b.
By setting it in a predetermined direction with respect to the precast concrete beam formwork c arranged around the steel pipe pile a as shown in FIG. 1, the rebar in the precast concrete beam formwork c Will be connected. Further, the outer edge of the bottom frame 4 is also set to a position where the precast concrete beam formwork c is placed. After placing the precast concrete beam formwork c on the outer edge of the bottom frame 4, the rebar 3 is connected to the rebars in the precast concrete beam formwork c as described above, and the precast concrete beam formwork c In the meantime, the ordinary formwork 7 is attached along the outer edge of the bottom frame 4 and concrete is poured.
【0010】[0010]
【発明の効果】以上説明したように、本発明の杭頭の処
理工法は、鋼管杭の杭頭に、それぞれ前記鋼管杭の周面
の半面を覆う弧状のキャップと該キャップから外方に向
けて張り出た底枠と前記キャップから外方に向けて張り
出た複数本の鉄筋とからなる一対の半割り処理部材を取
付固定して、前記杭頭の周りに外方に向けて張り出た鉄
筋を配置し、かつ相対する前記半割り処理部材の底枠を
接続して、該底枠にて杭頭の周りを囲んだことを特徴と
するものである。これによって、従来個別の部材として
それぞれ杭頭の周囲に取り付けていた鉄筋や底枠を、一
対の半割り処理部材の取付により杭頭の周りに簡単に配
置することができ、杭頭の処理作業が短時間にて行える
ようになるなど、実用性に優れた効果を奏するものであ
る。As described above, according to the method for treating a pile head of the present invention, the pile head of the steel pipe pile is provided with an arc-shaped cap covering the half surface of the peripheral surface of the steel pipe pile and an outward direction from the cap. By attaching and fixing a pair of half-division processing members consisting of a bottom frame that overhangs and a plurality of reinforcing bars that project outward from the cap, and project outwards around the pile head. And a bottom frame of the half-processed member facing each other is connected, and the periphery of the pile head is surrounded by the bottom frame. As a result, the reinforcing bars and bottom frame, which were conventionally installed around the pile heads as individual members, can be easily placed around the pile heads by attaching a pair of half-division processing members. Can be performed in a short period of time, and has an effect of excellent practicality.
【図1】本発明に係る杭頭の処理工法の一実施例を鋼管
杭の上方から示す説明図である。FIG. 1 is an explanatory view showing an embodiment of a pile head treatment method according to the present invention from above a steel pipe pile.
【図2】同じく一実施例を側方から示す説明図である。FIG. 2 is an explanatory diagram similarly showing one embodiment from the side.
【図3】一実施例における半割り処理部材の取付状態を
示す説明図である。FIG. 3 is an explanatory view showing a mounting state of a half-split processing member in one embodiment.
1…半割り処理部材 2…キャップ 3…鉄筋 4…底枠 5…ブラケット 6…スリット a…鋼管杭 b…杭頭 1 ... Half processing member 2 ... Cap 3 ... Reinforcing bar 4 ... Bottom frame 5 ... Bracket 6 ... Slit a ... Steel pipe pile b ... Pile head
Claims (1)
面の半面を覆う弧状のキャップと該キャップから外方に
向けて張り出た底枠と前記キャップから外方に向けて張
り出た複数本の鉄筋とからなる一対の半割り処理部材を
取付固定して、前記杭頭の周りに外方に向けて張り出た
鉄筋を配置し、かつ相対する前記半割り処理部材の底枠
を接続して、該底枠にて杭頭の周りを囲んだことを特徴
とする杭頭の処理工法。1. An arc-shaped cap covering a half surface of the peripheral surface of the steel pipe pile, a bottom frame projecting outward from the cap, and a cable extending outward from the cap on a pile head of the steel pipe pile. Attaching and fixing a pair of half-division processing members consisting of a plurality of protruding reinforcing bars, arranging the reinforcing bars projecting outward around the pile head, and facing the bottom of the half-division processing members. A method for treating a pile head, comprising connecting a frame and surrounding the pile head with the bottom frame.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23858994A JPH0874249A (en) | 1994-09-07 | 1994-09-07 | Processing method for pile head |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP23858994A JPH0874249A (en) | 1994-09-07 | 1994-09-07 | Processing method for pile head |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH0874249A true JPH0874249A (en) | 1996-03-19 |
Family
ID=17032451
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP23858994A Pending JPH0874249A (en) | 1994-09-07 | 1994-09-07 | Processing method for pile head |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH0874249A (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2018197459A (en) * | 2017-05-24 | 2018-12-13 | 東洋建設株式会社 | Artificial ground and construction method thereof |
CN111236292A (en) * | 2020-03-05 | 2020-06-05 | 安徽省路港工程有限责任公司 | Bridge pile foundation pile head pouring connection steel bar structure and construction method thereof |
-
1994
- 1994-09-07 JP JP23858994A patent/JPH0874249A/en active Pending
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2018197459A (en) * | 2017-05-24 | 2018-12-13 | 東洋建設株式会社 | Artificial ground and construction method thereof |
CN111236292A (en) * | 2020-03-05 | 2020-06-05 | 安徽省路港工程有限责任公司 | Bridge pile foundation pile head pouring connection steel bar structure and construction method thereof |
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