JPH0439865U - - Google Patents

Info

Publication number
JPH0439865U
JPH0439865U JP1965390U JP1965390U JPH0439865U JP H0439865 U JPH0439865 U JP H0439865U JP 1965390 U JP1965390 U JP 1965390U JP 1965390 U JP1965390 U JP 1965390U JP H0439865 U JPH0439865 U JP H0439865U
Authority
JP
Japan
Prior art keywords
pick
hole
shaft
recess
tongue piece
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.)
Granted
Application number
JP1965390U
Other languages
Japanese (ja)
Other versions
JP2505792Y2 (en
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 filed Critical
Priority to JP1965390U priority Critical patent/JP2505792Y2/en
Publication of JPH0439865U publication Critical patent/JPH0439865U/ja
Application granted granted Critical
Publication of JP2505792Y2 publication Critical patent/JP2505792Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

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

第1図は本考案の実施例を示す平面図、第2図
は同実施例の右側面図、第3図、第5図、第6図
は第1図のA−A′線断面図、第4図は同実施例
の要部斜視図、第7図は従来例を示す断面図であ
る。 1……メカニズムシヤーシ、3……ピツクアツ
プシヤフト、6……凹部、7……貫通孔。
Fig. 1 is a plan view showing an embodiment of the present invention, Fig. 2 is a right side view of the embodiment, Figs. 3, 5, and 6 are cross-sectional views taken along the line A-A' in Fig. 1; FIG. 4 is a perspective view of essential parts of the same embodiment, and FIG. 7 is a sectional view showing a conventional example. 1...Mechanism chassis, 3...Pickup shaft, 6...Recess, 7...Through hole.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 少なくともピツクアツプ及びターンテーブルを
支持したメカニズムシヤーシに対してピツクアツ
プ支持シヤフトを取りつける取りつけ機構におい
て、前記メカニズムシヤーシに形成されたシヤフ
トが取り付け部のうち、ターンテーブル側の取り
付部を凹部とするとともに他方の取り付け部を貫
通孔とし、さらに前記貫通孔の外側に該貫通孔を
遮る弾性舌片を配し、前記凹部と舌片の距離をシ
ヤフトの長さにほぼ一致させたことを特徴とする
ピツクアツプ支持シヤフトの取り付け機構。
In a mounting mechanism for attaching a pick-up support shaft to a mechanism chassis that supports at least a pick-up and a turntable, the shaft formed on the mechanism chassis has a recess in the mounting portion on the turntable side of the mounting portion; The other attachment part is a through hole, and an elastic tongue piece is arranged outside the through hole to block the through hole, and the distance between the recess and the tongue piece is made to approximately match the length of the shaft. Attachment mechanism for pick-up support shaft.
JP1965390U 1990-02-28 1990-02-28 Pickup support shaft mounting mechanism Expired - Lifetime JP2505792Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1965390U JP2505792Y2 (en) 1990-02-28 1990-02-28 Pickup support shaft mounting mechanism

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1965390U JP2505792Y2 (en) 1990-02-28 1990-02-28 Pickup support shaft mounting mechanism

Publications (2)

Publication Number Publication Date
JPH0439865U true JPH0439865U (en) 1992-04-03
JP2505792Y2 JP2505792Y2 (en) 1996-07-31

Family

ID=31522761

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1965390U Expired - Lifetime JP2505792Y2 (en) 1990-02-28 1990-02-28 Pickup support shaft mounting mechanism

Country Status (1)

Country Link
JP (1) JP2505792Y2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06341140A (en) * 1993-02-04 1994-12-13 Fusao Sakano Construction method by which column-wall holes are bored within approximate line by 10-700mm from boundary by intermittent work and continuous wall, connection wall, butt-joint wall, superposed wall, and cut-off wall are erected by use of the hole, and these walls
JPH06341141A (en) * 1993-02-17 1994-12-13 Fusao Sakano Construction method of underground earth retaining wall by bored holes excavated in the ground within line separated from boundary by 500mm, and various walls like joint wall, connection wall, butt-joint wall, continuousline wall, superposed wall, cut-off wall by use the method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH06341140A (en) * 1993-02-04 1994-12-13 Fusao Sakano Construction method by which column-wall holes are bored within approximate line by 10-700mm from boundary by intermittent work and continuous wall, connection wall, butt-joint wall, superposed wall, and cut-off wall are erected by use of the hole, and these walls
JPH06341141A (en) * 1993-02-17 1994-12-13 Fusao Sakano Construction method of underground earth retaining wall by bored holes excavated in the ground within line separated from boundary by 500mm, and various walls like joint wall, connection wall, butt-joint wall, continuousline wall, superposed wall, cut-off wall by use the method

Also Published As

Publication number Publication date
JP2505792Y2 (en) 1996-07-31

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Legal Events

Date Code Title Description
EXPY Cancellation because of completion of term