JPH0427331B2 - - Google Patents
Info
- Publication number
- JPH0427331B2 JPH0427331B2 JP4182289A JP4182289A JPH0427331B2 JP H0427331 B2 JPH0427331 B2 JP H0427331B2 JP 4182289 A JP4182289 A JP 4182289A JP 4182289 A JP4182289 A JP 4182289A JP H0427331 B2 JPH0427331 B2 JP H0427331B2
- Authority
- JP
- Japan
- Prior art keywords
- pile
- injection pipe
- joint
- pipe
- work
- 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
Links
- 238000002347 injection Methods 0.000 claims description 30
- 239000007924 injection Substances 0.000 claims description 30
- 239000004744 fabric Substances 0.000 claims description 11
- 238000003780 insertion Methods 0.000 claims description 8
- 230000037431 insertion Effects 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 description 8
- 239000010959 steel Substances 0.000 description 8
- 239000000853 adhesive Substances 0.000 description 4
- 230000001070 adhesive effect Effects 0.000 description 4
- 239000012530 fluid Substances 0.000 description 4
- 238000000034 method Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 229910000975 Carbon steel Inorganic materials 0.000 description 1
- 239000004698 Polyethylene Substances 0.000 description 1
- BZHJMEDXRYGGRV-UHFFFAOYSA-N Vinyl chloride Chemical compound ClC=C BZHJMEDXRYGGRV-UHFFFAOYSA-N 0.000 description 1
- 239000010962 carbon steel Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- -1 polyethylene Polymers 0.000 description 1
- 229920000573 polyethylene Polymers 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 239000012209 synthetic fiber Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
Landscapes
- Piles And Underground Anchors (AREA)
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は埋込み工法に用いるコンクリート杭や
鋼管杭に関するものであり、更に詳しくは杭の先
端部や側方部に設けられた布製筒体に固結性流動
物を圧入する注入管を配置した杭に関するもので
ある。[Detailed Description of the Invention] [Industrial Application Field] The present invention relates to concrete piles and steel pipe piles used in embedding methods, and more specifically, to concrete piles and steel pipe piles used in the embedding method. This relates to a pile equipped with an injection pipe for pressurizing solidified fluid.
第7図と第8図に示すように、布製筒体15と
連結された注入管8を配置した下杭20に上部注
入管5と上杭19を接続して、所定深さに掘削し
た穴に沈設する場合、まず、下杭20の注入管8
の上端に、前もつて取付けた、市販のソケツト継
手22に接着剤9を塗布し、上部注入管5を吊り
込みながら芯を合わせ、ソケツト継手22に挿入
して接続する。つぎに、その上部注入管5を、そ
のまま保持して新たに上杭19を吊り込み、下杭
20と芯を合わせ、溶接継手金具21を溶接して
接合する。その後、沈設作業に移り、沈設が終了
すると、上部注入管5より固結性流動物を布製筒
体15に圧入する。
As shown in FIGS. 7 and 8, the upper injection pipe 5 and the upper pile 19 are connected to the lower pile 20 on which the injection pipe 8 connected to the fabric cylinder 15 is arranged, and a hole is excavated to a predetermined depth. When installing the injection pipe 8 of the lower pile 20, first
Adhesive 9 is applied to the commercially available socket joint 22 that has been attached to the upper end of the pipe, the upper injection pipe 5 is suspended, the cores are aligned, and the pipe is inserted into the socket joint 22 and connected. Next, the upper injection pipe 5 is held as it is, and a new upper pile 19 is suspended, the cores are aligned with the lower pile 20, and the weld joint fittings 21 are welded and joined. Thereafter, the settling operation is started, and when the settling is completed, the solidified fluid is press-fitted into the fabric cylinder 15 through the upper injection pipe 5.
その結果、注入管の接続に関して、以下のよう
な課題を有する。 As a result, the following problems arise regarding the connection of the injection pipe.
前述の通りの多くの作業工程があり、多くの
人力を必要とする。 As mentioned above, there are many work processes and a lot of human power is required.
隅部では人力による作業がしにくい。 It is difficult to work manually in corners.
足場が悪い所での作業であり危険性を伴う。 The work is carried out in areas with poor footing and is therefore dangerous.
接続作業に時間を要す。 Connection work takes time.
接続作業のため施工を一時中止する。 Construction will be temporarily suspended due to connection work.
注入管どうしの芯合わせが困難である。 It is difficult to align the injection tubes with each other.
本発明は上記のような従来技術の課題の解決を
図つたものである。すなわち、拡径したテーパー
状の挿入口部を有する差込式ジヨイントを取り付
けた注入管を杭の中空内中心部に配置し、且つ、
杭の上下端にはネジ式継手及び杭の外周には布製
筒体を設け、前記注入管の下端は該布製筒体と連
通していることを特徴とする杭により上述の目的
を達成したものである。
The present invention aims to solve the problems of the prior art as described above. That is, an injection pipe to which a plug-in joint having an enlarged diameter tapered insertion opening is attached is placed in the center of the hollow of the pile, and
The above object is achieved by a pile characterized in that threaded joints are provided at the upper and lower ends of the pile, a cloth cylinder is provided on the outer periphery of the pile, and the lower end of the injection pipe is in communication with the cloth cylinder. It is.
ここでいうジヨイントとは、差し込むだけで接
続可能な配管用継手を用いるが、特に水道配管の
継手に用いられているポリフイツター(商品名)
を使用し、この挿入口部を上部注入管の2〜3倍
にテーパー状に拡径して使用するのがよい。 The joint used here refers to a pipe joint that can be connected simply by inserting it, and the joint used in particular is Polyfitter (product name), which is used for water pipe joints.
It is preferable to use this insertion port with a tapered diameter expanded to 2 to 3 times the diameter of the upper injection pipe.
また注入管は、塩化ビニール管やポリエチレン
管、鉛管などでもよいが特に配管用炭素鋼管を用
いるのが望ましい。 The injection pipe may be a vinyl chloride pipe, a polyethylene pipe, a lead pipe, etc., but it is particularly desirable to use a carbon steel pipe for piping.
杭の継手は回転により接合可能なネジ式継手構
造とし、杭の上下端に外面円周上に設ける。ま
た、布製筒体として合成繊維を用いた土木用シー
トを筒状に加工したものを使用するのがよい。 Pile joints will have a screw type joint structure that can be joined by rotation, and will be provided on the outer circumference at the top and bottom ends of the pile. Further, it is preferable to use a civil engineering sheet made of synthetic fibers processed into a cylindrical shape as the cloth cylinder.
以下、この発明を既製コンクリート杭に適用し
た場合について、図面に基づき具体的に説明す
る。
Hereinafter, a case in which the present invention is applied to a ready-made concrete pile will be specifically explained based on the drawings.
先ず第1図にジヨイント1を示す。このジヨイ
ント1は本体2とOリング3とウエツジリング4
とから構成されており上部注入管5との接続は差
し込むだけで可能となる。内圧がかかつてもウエ
ツジリング4により抜出すことがなく。またOリ
ング3は、流体の漏出防止の役目をする。この挿
入口部6は上部注入管径の2〜3倍テーパー状に
拡径し、芯合わせと挿入を容易にしておく。反対
側の受入口7には鋼管を逆T字型に加工した注入
管8を接着剤9あるいはネジ式にて取付ける。 First, joint 1 is shown in FIG. This joint 1 consists of the main body 2, O-ring 3, and wedge ring 4.
The upper injection pipe 5 can be connected by simply inserting it. Even if the internal pressure builds up, the wedge ring 4 prevents it from coming out. The O-ring 3 also serves to prevent fluid leakage. The insertion port 6 has a tapered diameter 2 to 3 times larger than the diameter of the upper injection pipe to facilitate alignment and insertion. An injection pipe 8 made of a steel pipe processed into an inverted T-shape is attached to the receiving port 7 on the opposite side using an adhesive 9 or a screw type.
ネジ式継手は、実開昭60−195328号公報や特許
第896630号に示されているが、本発明に用いるネ
ジ式継手金具の製作法は、たとえば第4図と第5
図に示すように、あらかじめ山16が加工された
市販品のタテジマ鋼板17を所定の寸法に切出
し、山16を1つ、ずらして円筒側板に加工す
る。オスネジ11の場合は山16を外側に、メス
ネジ12の場合は山16を内側にして螺合できる
ようにしたものである。尚、加工後、所定の位置
に端板13を固定する。これを第2図に示すよう
に杭10の上端に、オスネジ11もしくはメスネ
ジ下端にはスカート金具12を外面円周上に配置
する。前述の注入管8を取付けたジヨイントの上
部は、オスネジ11の端板13より出した上部ア
ンカー筋14により杭10中心部に固定し、杭1
0の頂部より5〜10cm突出させておき、沈設時に
掘削した穴からでてくる泥水などが入らないよう
にするのが良い。 Threaded joints are shown in Japanese Utility Model Application Publication No. 60-195328 and Japanese Patent No. 896630, but the manufacturing method of the threaded joint fittings used in the present invention is shown in Figs. 4 and 5, for example.
As shown in the figure, a commercially available vertical steel plate 17 with ridges 16 previously processed is cut to a predetermined size, and the ridges 16 are shifted by one to form a cylindrical side plate. In the case of the male screw 11, the threads 16 are placed on the outside, and in the case of the female thread 12, the threads 16 are placed on the inside so that they can be screwed together. Note that after processing, the end plate 13 is fixed at a predetermined position. As shown in FIG. 2, a skirt fitting 12 is arranged on the outer circumference at the upper end of the stake 10 and at the lower end of the male thread 11 or the female thread. The upper part of the joint to which the above-mentioned injection pipe 8 is attached is fixed to the center of the pile 10 by the upper anchor bar 14 protruding from the end plate 13 of the male screw 11.
It is best to leave it protruding 5 to 10 cm from the top of the 0 to prevent muddy water from entering the hole drilled during the installation.
注入管8の下端は、杭体10に固着するととも
に布製筒体15と貫通するように配置する。尚、
上記のアンカー筋は平鋼を用い第3図のように二
方向より注入管8を固定するのがよい。 The lower end of the injection pipe 8 is fixed to the pile body 10 and is arranged so as to penetrate through the cloth cylinder body 15. still,
It is preferable that the above-mentioned anchor bars are made of flat steel and that the injection pipe 8 is fixed from two directions as shown in FIG.
布製筒体15は第2図のように杭10に被せて
おり両端部をバンド18にて締め付けて配置す
る。 The cloth cylinder 15 is placed over the stake 10 as shown in FIG. 2, and both ends are tightened with bands 18.
また、上部注入管5とネジ式継手を有した既製
杭23との接合状態を第6図に示すが、この場
合、上部注入管5が固定されていればジヨイント
1のウエツジリング4は不要である。 Furthermore, Fig. 6 shows the state of connection between the upper injection pipe 5 and the ready-made pile 23 having a threaded joint, but in this case, if the upper injection pipe 5 is fixed, the wedge ring 4 of the joint 1 is unnecessary. .
本発明の杭は、以上の通りの構成とすることに
より、次のような効果を奏する。 The pile of the present invention has the following effects by having the above configuration.
まず、杭を所定深さに掘削した穴に沈設する
際、杭がネジ式継手であり、必然的に杭の芯出し
が可能となる。そしてそのような杭の中空内中心
部に、拡径したテーパー状の挿入口部を有する注
入管を設けているため、注入管と下部の杭のジヨ
イントとの芯合わせが簡単にでき、注入管の接続
杭のネジ継手螺合と同時に完了することが可能と
なり、簡単に布製筒体に流体を圧入できるのであ
る。 First, when the pile is placed in a hole drilled to a predetermined depth, the pile has a threaded joint, which naturally makes it possible to center the pile. Since an injection pipe with a tapered insertion opening with an enlarged diameter is installed in the center of the hollow of such a pile, it is easy to align the injection pipe with the joint of the lower pile. This can be completed at the same time as the threaded joint of the connecting pile, and fluid can be easily pressurized into the fabric cylinder.
従つて、従来の技術では、第7図、第8図に示
す如くソケツト継手22に接着剤9を塗布する作
業と上部注入管26をソケツト継手22に挿入す
る作業及び上部注入管26の吊り込み作業、ある
いは上杭19と下杭20との芯合せ作業や溶接継
手金具21の溶接接合作業など多くの作業工程を
必要としたが、本発明では上述のように、上部の
杭をテーパー状の挿入口に落し込み、その後ネジ
込むだけという簡単な作業のみですむ。 Therefore, in the conventional technique, as shown in FIGS. 7 and 8, the work of applying adhesive 9 to the socket joint 22, the work of inserting the upper injection pipe 26 into the socket joint 22, and the work of suspending the upper injection pipe 26 are required. However, in the present invention, as described above, the upper pile is formed into a tapered shape. All you have to do is drop it into the insertion slot and then screw it in.
また更に、多くの人力による作業工程を必要と
しないので、隅部でも容易に接続でき、作業の危
険性が少なく、かつ、接続の信頼性を向上させる
ことが可能となる。 Furthermore, since many manual work steps are not required, connection can be easily made even in corners, there is less danger in the work, and it is possible to improve the reliability of the connection.
第1図は本発明に用いるジヨイントを注入管に
取付けた一部切欠断面図、第2図は本発明の実施
例の縦断面図、第3図は第2図のA−A線での横
断面、第4図はネジ式継手金具の材料であるタテ
ジマ鋼板の斜視図、第5図はタテジマ鋼板を継手
金具に加工した斜視図、第6図は本発明の埋込み
杭と既製杭とを接続した縦断面図、第7図はソケ
ツト継手の拡大縦断面図、第8図は従来技術の上
下杭の接続縦断面図である。
1……ジヨイント、2……本体、3……Oリン
グ、4……ウエツジリング、5……上部注入管、
6……挿入口部、7……受入口、8……注入管、
9……接着剤、10……杭、11……オスネジ、
12……メスネジ、13……端板、14……上部
アンカー筋、15……布製筒体、16……山、1
7……タテジマ鋼板、18……バンド、19……
上杭、20……下杭、21……溶接継手金具、2
2……ソケツト継手、23……既製杭。
Fig. 1 is a partially cutaway sectional view of a joint used in the present invention attached to an injection pipe, Fig. 2 is a longitudinal sectional view of an embodiment of the present invention, and Fig. 3 is a cross-sectional view taken along line A-A in Fig. 2. Fig. 4 is a perspective view of a vertical steel plate that is a material for a screw-type joint fitting, Fig. 5 is a perspective view of a vertical steel plate processed into a fitting fitting, and Fig. 6 is a connection between an embedded pile of the present invention and a ready-made pile. FIG. 7 is an enlarged vertical cross-sectional view of a socket joint, and FIG. 8 is a vertical cross-sectional view of a connection between upper and lower piles according to the prior art. 1...Joint, 2...Body, 3...O ring, 4...Wedge ring, 5...Upper injection pipe,
6...Insertion port, 7...Intake port, 8...Injection tube,
9...Adhesive, 10...Pile, 11...Male screw,
12... Female screw, 13... End plate, 14... Upper anchor bar, 15... Cloth cylinder, 16... Mountain, 1
7... Vertical steel plate, 18... Band, 19...
Upper pile, 20...Lower pile, 21...Welded joint fitting, 2
2...Socket joint, 23...Ready-made pile.
Claims (1)
式ジヨイントを取り付けた注入管を杭の中空内中
心部に配置し、且つ、杭の上下端にはネジ式継手
及び杭の外周には布製筒体を設け、前記注入管の
下端は該布製筒体と連通していることを特徴とす
る杭。1. An injection pipe fitted with a plug-in joint with a tapered insertion opening with an enlarged diameter is placed in the center of the hollow of the pile, and threaded joints are installed at the top and bottom ends of the pile, and cloth fittings are installed around the outer periphery of the pile. A pile characterized in that a cylindrical body is provided, and a lower end of the injection pipe communicates with the cloth cylindrical body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4182289A JPH01310016A (en) | 1989-02-23 | 1989-02-23 | Pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4182289A JPH01310016A (en) | 1989-02-23 | 1989-02-23 | Pile |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH01310016A JPH01310016A (en) | 1989-12-14 |
| JPH0427331B2 true JPH0427331B2 (en) | 1992-05-11 |
Family
ID=12618982
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP4182289A Granted JPH01310016A (en) | 1989-02-23 | 1989-02-23 | Pile |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH01310016A (en) |
-
1989
- 1989-02-23 JP JP4182289A patent/JPH01310016A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPH01310016A (en) | 1989-12-14 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| LAPS | Cancellation because of no payment of annual fees |