JPS6011963Y2 - Connection device between vibrohammer and steel pipe pile - Google Patents

Connection device between vibrohammer and steel pipe pile

Info

Publication number
JPS6011963Y2
JPS6011963Y2 JP1727180U JP1727180U JPS6011963Y2 JP S6011963 Y2 JPS6011963 Y2 JP S6011963Y2 JP 1727180 U JP1727180 U JP 1727180U JP 1727180 U JP1727180 U JP 1727180U JP S6011963 Y2 JPS6011963 Y2 JP S6011963Y2
Authority
JP
Japan
Prior art keywords
steel pipe
pipe pile
plate
power transmission
vibrohammer
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
Application number
JP1727180U
Other languages
Japanese (ja)
Other versions
JPS56121735U (en
Inventor
浩 前山
Original Assignee
株式会社クボタ
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 株式会社クボタ filed Critical 株式会社クボタ
Priority to JP1727180U priority Critical patent/JPS6011963Y2/en
Publication of JPS56121735U publication Critical patent/JPS56121735U/ja
Application granted granted Critical
Publication of JPS6011963Y2 publication Critical patent/JPS6011963Y2/en
Expired legal-status Critical Current

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  • Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)

Description

【考案の詳細な説明】 本考案はバイブロハンマと鋼管杭との結合装置に関する
[Detailed Description of the Invention] The present invention relates to a coupling device for a vibrohammer and a steel pipe pile.

従来、バイブロハンマにより鋼管杭を打設するに際して
は、第1図および第2図に示すように、鋼管杭1の一端
部内周面にチャッキングプレート2を溶接等の方法で固
着し、このチャッキングプレート2の鋼管杭1一端から
突出した部分をバイブロハンマ(図示せず)で挾持して
鋼管杭1を地中に打込んでいた。
Conventionally, when driving a steel pipe pile with a vibrohammer, as shown in Figs. 1 and 2, a chucking plate 2 is fixed to the inner peripheral surface of one end of the steel pipe pile 1 by a method such as welding. The portion of the plate 2 protruding from one end of the steel pipe pile 1 was held by a vibrohammer (not shown), and the steel pipe pile 1 was driven into the ground.

ところがこのような方法では鋼管杭1の内径と等しい幅
を有する大きなチャッキングプレート2が各鋼管杭1毎
に必要であり、非常に不経済であると共に、特に大径の
鋼管杭1の場合、チャッキングプレート2が大きくかつ
重くなり、鋼管杭1への取付作業が困難であった。
However, in such a method, a large chucking plate 2 having a width equal to the inner diameter of the steel pipe pile 1 is required for each steel pipe pile 1, which is very uneconomical, and especially in the case of a large diameter steel pipe pile 1, The chucking plate 2 became large and heavy, making it difficult to attach it to the steel pipe pile 1.

本考案は上記の点に鑑み、鋼管杭への取付が容易でしか
も経済的な、バイブロハンマと鋼管杭との結合装置を提
供するものであり、以下その一実施例を図面に基づいて
説明する。
In view of the above points, the present invention provides a coupling device for a vibrohammer and a steel pipe pile, which is easy and economical to attach to a steel pipe pile.One embodiment of the present invention will be described below with reference to the drawings.

第3図および第4図において、3は鋼管杭であり、該鋼
管杭3の一端部内周面には、直径方向に沿いかつ互いに
相対向する1対の動力伝達板4゜4が溶接等の方法で固
着されている。
3 and 4, 3 is a steel pipe pile, and on the inner peripheral surface of one end of the steel pipe pile 3, a pair of power transmission plates 4° 4 facing each other along the diameter direction are attached by welding or the like. Fixed in a way.

この動力伝達板4は、前記鋼管杭3一端側の端部にボル
ト孔5を有しており、また前記鋼管杭3他端側の端部に
、前記鋼管杭3の径方向内方へ突出する突出部6を有し
ている。
This power transmission plate 4 has a bolt hole 5 at one end of the steel pipe pile 3, and has a bolt hole 5 at the other end of the steel pipe pile 3 that protrudes inward in the radial direction of the steel pipe pile 3. It has a protruding part 6.

第5図〜第7図において、7は板体であり、該板体7の
両面には該板体7よりも幅の大きい1対の案内板8,9
がそれぞれ溶接等の方法で固着されている。
In FIGS. 5 to 7, 7 is a plate, and on both sides of the plate 7 there are a pair of guide plates 8 and 9 that are wider than the plate 7.
are each fixed by a method such as welding.

前記1対の案内板8,9のうち一方の案内板8の一端8
aは他方の案内板9の一端9aよりも上方に位置してお
り、前記板体7の一端7aは前記一方の案内板8の一端
8aよりも上方に位置している。
One end 8 of one of the pair of guide plates 8 and 9
a is located above one end 9a of the other guide plate 9, and one end 7a of the plate 7 is located above one end 8a of the one guide plate 8.

また前記一方の案内板8の他端8bは前記板体7の他端
7bよりも下方に位置しており、前記他方の案内板9の
他端9bは前記一方の案内板8の他端8bよりも下方に
位置している。
The other end 8b of the one guide plate 8 is located below the other end 7b of the plate body 7, and the other end 9b of the other guide plate 9 is the other end 8b of the one guide plate 8. It is located below.

前記板体7の前記一方の案内板8と重なり合わない部分
には、1対の吊下用孔10,1Gが穿設されており、該
板体7の一端部は、バイブロハンマ(図示せず)への取
付部11を構成している。
A pair of hanging holes 10 and 1G are bored in a portion of the plate 7 that does not overlap with the one guide plate 8, and one end of the plate 7 is fitted with a vibrohammer (not shown). ).

すなわち、該取付部11は、前記バイブロハンマによっ
て挾持される。
That is, the mounting portion 11 is held by the vibro hammer.

また前記一方の案内板8の一端部には、前記板体7およ
び前記他方の案内板9と重なり合わない部分に1対のボ
ルト孔12.12が穿設されており、該ボルト孔12は
、前記一方の案内板8の一端8aおよび他端8bと直交
する方向に沿う長孔に形成されている。
Further, a pair of bolt holes 12 and 12 are bored at one end of the one guide plate 8 in a portion that does not overlap with the plate body 7 and the other guide plate 9. , is formed in a long hole extending in a direction perpendicular to one end 8a and the other end 8b of the one guide plate 8.

なお前記板体7および案内板8,9によって結合装置本
体13が構成されている。
Note that the plate body 7 and the guide plates 8 and 9 constitute a coupling device main body 13.

第8図および第9図は前記結合装置本体13と動力伝達
板4,4とを組立てた状態を示しており、前記結合装置
本体13と前記1対の動力伝達板4,4とは、前記一方
の案内板8および動力伝達板4,4のボルト孔5,5お
よび12,12に挿入されたボルト14.14およびナ
ツト15゜15によって結合されている。
8 and 9 show a state in which the coupling device main body 13 and the power transmission plates 4, 4 are assembled, and the coupling device main body 13 and the pair of power transmission plates 4, 4 are They are connected by bolts 14, 14 and nuts 15, 15 inserted into bolt holes 5, 5 and 12, 12 of one guide plate 8 and power transmission plates 4, 4.

前記板体7の他端7bは前記動力伝達板4,4の突出部
6,6の鋼管杭3の一端側の端面6at6aに接当して
おり、前記動力伝達板4.4は前記1対の案内板8.9
に挾まれている。
The other end 7b of the plate body 7 is in contact with the end surface 6at6a of the protruding portions 6, 6 of the power transmission plates 4, 4 on the one end side of the steel pipe pile 3, and the power transmission plate 4.4 is Information board 8.9
is sandwiched between.

前記板体7は前記動力伝達板4,4よりも厚みが厚く、
したがって前記動力伝達板4,4と前記1対の案内板8
,9との間には若干の間隙が形成されている。
The plate body 7 is thicker than the power transmission plates 4, 4,
Therefore, the power transmission plates 4, 4 and the pair of guide plates 8
, 9, a slight gap is formed between them.

このように板体7の他端7bと動力伝達板4,4の突出
部6゜6の鋼管杭3一端側の端面6a、6aとが接当し
た状態では、第10図および第11図に示すように、ボ
ルト孔12の周壁はボルト14に接していない。
In this manner, when the other end 7b of the plate body 7 and the end surfaces 6a, 6a of the protruding portions 6.6 of the power transmission plates 4, 4 on the one end side of the steel pipe pile 3 are in contact with each other, as shown in FIGS. 10 and 11. As shown, the peripheral wall of the bolt hole 12 is not in contact with the bolt 14.

なお16は座金である。次に鋼管杭の打設手順を説明す
る。
Note that 16 is a washer. Next, the procedure for driving steel pipe piles will be explained.

先ず鋼管杭3の一端部内周面に固着された動力伝達板4
,4に結合装置本体13をボルト14ナツト15によっ
て取付け、次に鋼管杭3を、その一端側を上側にして打
設予定位置に立てる。
First, the power transmission plate 4 is fixed to the inner peripheral surface of one end of the steel pipe pile 3.
, 4 with bolts 14 and nuts 15, and then the steel pipe pile 3 is erected at the expected driving position with its one end facing upward.

このとき、本実施例のように板体7に吊下用孔10.1
0を設けておけば、この吊下用孔10,10にシャック
ル等の吊込具を挿入し、クレーン等を利用して鋼管杭3
を立てることができる。
At this time, as in this embodiment, the suspension hole 10.1 is provided in the plate body 7.
0, insert a hanging device such as a shackle into the hanging holes 10, 10, and use a crane etc. to lift the steel pipe pile 3.
can be set up.

このように結合装置本体13を介して鋼管杭3を吊上げ
た時のボルト孔5.12とボルト14との位置関係を第
12図および第13図に示す。
The positional relationship between the bolt hole 5.12 and the bolt 14 when the steel pipe pile 3 is lifted up through the coupling device body 13 in this manner is shown in FIGS. 12 and 13.

次に図外のバイブロ/”%ンマにより板体7のバイブロ
ハンマへの取付部11を挾持し、バイブロハンマを駆動
して鋼管杭3を打設する。
Next, the mounting portion 11 of the plate 7 to the vibro hammer is clamped by a vibro hammer (not shown), and the vibro hammer is driven to drive the steel pipe pile 3.

このとき、本実施例のようにボルト孔12を長孔にして
おけば、バイブロハンマの振動により板体7の他端7b
と動力伝達板4,4の突出部6,6の鋼管杭3一端側の
端面6a、6aとが接当離間を繰り返し、鋼管杭3に打
撃力が付与される。
At this time, if the bolt hole 12 is made into a long hole as in this embodiment, the vibration of the vibrohammer will cause the other end 7b of the plate 7 to
The end surfaces 6a, 6a of the protrusions 6,6 of the power transmission plates 4,4 on the one end side of the steel pipe pile 3 repeatedly come into contact with and separate from each other, and a striking force is applied to the steel pipe pile 3.

なおボルト孔12を長孔にする代わりに、ボルト孔5を
長孔に形成してもよい。
Note that instead of making the bolt hole 12 a long hole, the bolt hole 5 may be formed as a long hole.

またボルト孔5,12を共に長孔に形成しない場合は、
従来と同様にバイブロハンマと鋼管杭3とが一体に振動
する。
In addition, if both bolt holes 5 and 12 are not formed into long holes,
The vibro hammer and the steel pipe pile 3 vibrate together as in the conventional case.

また必ずしも結合装置本体13と動力伝達板4,4とを
結合しなくとも、板体7は案内板8.9によって動力伝
達板4,4に沿って案内されるので、結合装置本体13
が動力伝達板4,4から脱落する恐れは少ないが、本実
施例のように、ボルト14およびナツト15により結合
することにより、この脱落を確実に防止できる。
Further, even if the coupling device main body 13 and the power transmission plates 4, 4 are not necessarily coupled, the plate body 7 is guided along the power transmission plates 4, 4 by the guide plate 8.9, so that the coupling device main body 13
Although there is little possibility that the power transmission plates 4, 4 will fall off, this falling off can be reliably prevented by connecting them with bolts 14 and nuts 15 as in this embodiment.

かくして鋼管杭3を所定の深さまで地中に貫入させた後
、ボルト14.14を抜いて結合装置本体13を取外す
ことにより、鋼管杭3の打設作業が完了する。
After the steel pipe pile 3 has penetrated into the ground to a predetermined depth, the bolts 14 and 14 are pulled out and the coupling device main body 13 is removed, thereby completing the work of driving the steel pipe pile 3.

この結合装置本体13は別の鋼管杭3の打設作業時に再
使用する。
This coupling device main body 13 is reused when driving another steel pipe pile 3.

このように、結合装置本体13を何度でも再使用できる
ので極めて経済的である。
In this way, the coupling device main body 13 can be reused any number of times, which is extremely economical.

また動力伝達板4,4は従来のチャッキングプレートよ
りも充分に小さいので、大径の鋼管杭3の場合でも動力
伝達板4,4を容易に取付けることができる。
Furthermore, since the power transmission plates 4, 4 are sufficiently smaller than conventional chucking plates, the power transmission plates 4, 4 can be easily attached even in the case of a large diameter steel pipe pile 3.

なお上記実施例においては、動力伝達板4に突出部6を
設けて全体としてL字状に形成した例について説明した
が、動力伝達板4は、鋼管杭3一端側の端面が板体7の
他端7bと接当可能でさえあれば、いかなる形状であっ
てもよい。
In the above embodiment, an example was described in which the protrusion 6 was provided on the power transmission plate 4 to form an L-shape as a whole. It may have any shape as long as it can come into contact with the other end 7b.

以上説明したように、本考案にかかるバイブロハンマと
鋼管杭との結合装置によれば、結合装置本体を何度でも
再使用できるので極めて経済的である。
As explained above, the device for connecting a vibrohammer and a steel pipe pile according to the present invention is extremely economical because the main body of the device can be reused any number of times.

また動力伝達板は従来のチャッキングプレートと比較し
て充分に小さいので、大径の鋼管杭の場合でも容易に取
付けることができる。
Furthermore, since the power transmission plate is sufficiently smaller than a conventional chucking plate, it can be easily installed even in the case of a large diameter steel pipe pile.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は従来装置の平面図、第2図は同正面図、第3図
〜第13図は本考案の一実施例を示し、第3図は動力伝
達板を鋼管杭に固着した状態の平面図、第4図は同縦断
正面図、第5図は結合装置本体の平面図、第6図は同正
面図、第7図は同側面図、第8図は全体構成を示す平面
図、第9図は同縦断正面図、第10図は板体と動力伝達
板とが接当している時のボルト孔とボルトとの位置関係
を示す縦断側面図、第11図は第10図におけるA−A
線に沿う断面図、第12図は結合装置本体を介して鋼管
杭を吊上げた時のボルト孔とボルトとの位置関係を示す
縦断側面図、第13図は第12図におけるB−B線に沿
う断面図である。 3・・・・・・鋼管杭、4・・・・・・動力伝達板、6
a・・・・・・端面、7・・・・・・板体、7a・・・
・・・板体7の一端、7b・・・・・・板体7の他端、
8,9・・・・・・案内板、11・・・・・・取付部。
Fig. 1 is a plan view of the conventional device, Fig. 2 is a front view of the same, Figs. 3 to 13 show an embodiment of the present invention, and Fig. 3 shows the power transmission plate fixed to the steel pipe pile. 4 is a longitudinal front view of the same, FIG. 5 is a plan view of the main body of the coupling device, FIG. 6 is a front view of the same, FIG. 7 is a side view of the same, and FIG. 8 is a plan view showing the overall configuration. Fig. 9 is a longitudinal sectional front view of the same, Fig. 10 is a longitudinal sectional side view showing the positional relationship between the bolt hole and the bolt when the plate body and the power transmission plate are in contact with each other, and Fig. 11 is the longitudinal sectional view of the same in Fig. 10. A-A
12 is a longitudinal sectional view showing the positional relationship between the bolt hole and the bolt when the steel pipe pile is lifted through the coupling device body, and FIG. 13 is a sectional view taken along line B-B in FIG. 12. FIG. 3... Steel pipe pile, 4... Power transmission plate, 6
a...End face, 7...Plate body, 7a...
...One end of the plate body 7, 7b...The other end of the plate body 7,
8, 9...Guide plate, 11...Mounting part.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 鋼管杭の一端部内周面に直径方向に沿いかつ互いに相対
向して固着された1対の動力伝達板と、一端にバイブロ
ハンマへの取付部を有しかつ他端が前記1対の動力伝達
板の前記鋼管一端側の端面に接当可能な板体と、該板体
の両面に固着されて前記1対の動力伝達板を挾む1対の
案内板とから威るバイブロハンマと鋼管杭との結合装置
A pair of power transmission plates fixed to the inner circumferential surface of one end of the steel pipe pile along the diameter direction and facing each other, and one end of which has an attachment portion to a vibrohammer, and the other end of the pair of power transmission plates. A vibrohammer and a steel pipe pile that are operated by a plate that can come into contact with the end face of one end of the steel pipe, and a pair of guide plates that are fixed to both sides of the plate and sandwich the pair of power transmission plates. Coupling device.
JP1727180U 1980-02-13 1980-02-13 Connection device between vibrohammer and steel pipe pile Expired JPS6011963Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1727180U JPS6011963Y2 (en) 1980-02-13 1980-02-13 Connection device between vibrohammer and steel pipe pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1727180U JPS6011963Y2 (en) 1980-02-13 1980-02-13 Connection device between vibrohammer and steel pipe pile

Publications (2)

Publication Number Publication Date
JPS56121735U JPS56121735U (en) 1981-09-17
JPS6011963Y2 true JPS6011963Y2 (en) 1985-04-19

Family

ID=29613637

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1727180U Expired JPS6011963Y2 (en) 1980-02-13 1980-02-13 Connection device between vibrohammer and steel pipe pile

Country Status (1)

Country Link
JP (1) JPS6011963Y2 (en)

Also Published As

Publication number Publication date
JPS56121735U (en) 1981-09-17

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