JPS63126451U - - Google Patents

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Publication number
JPS63126451U
JPS63126451U JP1957187U JP1957187U JPS63126451U JP S63126451 U JPS63126451 U JP S63126451U JP 1957187 U JP1957187 U JP 1957187U JP 1957187 U JP1957187 U JP 1957187U JP S63126451 U JPS63126451 U JP S63126451U
Authority
JP
Japan
Prior art keywords
view
pipe
reinforcement
flat plate
pipe structure
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
Application number
JP1957187U
Other languages
Japanese (ja)
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 JP1957187U priority Critical patent/JPS63126451U/ja
Publication of JPS63126451U publication Critical patent/JPS63126451U/ja
Pending 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Aの斜視図、第2図は
実施例Aの平面図、第3図は実施例Aの立面図、
第4図は実施例Aの補強物の平面図、第5図は実
施例Aのイーイ断面図、第6図は実施例Bの斜視
図、第7図は実施例Cの斜視図、第8図は実施例
Bの補強物4の平面図、第9図は実施例Cの上端
に用いる補強物4の平面図、第10図は実施例C
の下端に用いる補強物4の平面図、第11図は実
施例Cの下端に用いる補強物4の断面図、第12
図は実施例Bの平面図、第13図は実施例Cの平
面図、第14図は実施例Dの斜視図、第15図は
実施例Dに用いる補強物4の斜視図、第16図は
実施例Dの平面図、第17図は実施例Eの斜視図
、第18図はパイプ構造物1にボルト11、ナツ
ト10を併用した場合の断面図、第19図はパイ
プ構造物1にボルト11、ナツト10を併用した
場合のボルト11、ナツト10が柱状物を固定す
ることを示す平面図、第20図は本考案の実施例
に用いる補強物4の一部分を幅の広い平板状物を
用いた場合の設置状況を示す図、第21図はパイ
プ構造物1の底面を開放し柱状物9を本考案の支
持構造物の底面より更に土中に貫入させた場合の
設置状況を示す図、第22図は平板状物2の上端
がパイプ構造物1の上端より低い場合の設置状況
を示す図、第23図はパイプ構造物1の底面を閉
鎖した場合の本考案の支持構造物の設置状況を示
す図、第24図は補助補強物12を本考案の支持
構造物に併用した場合の断面図、第25図は補助
補強物12の平面図、第26図は平板状物2と補
助補強物12との取り付け部分の詳細図、第27
図は平板状物2と補助補強物12を固定する為の
ナツト15との取り付け状況を示す詳細図、第2
8図は実施例Fの斜視図、第29図は実施例Fの
平面図。 A,B,C,D,E,F……本考案の支持構造
物の実施例、1……パイプ構造物、2……平板状
物、3……平板状物、4……補強物、5……地面
、6……鋼管補強物、7……実施例Cのボルト.
ナツト、8……実施例Cのボルト.ナツト7を差
し込む為の穴、9……柱状物、10……パイプ構
造物にボルト.ナツトを併用する場合のナツト、
11……パイプ構造物にボルト.ナツトを併用す
る場合のボルト、12……補助補強物、13……
補助補強物に開けられたボルト.ナツトを差し込
む為の穴、14……補助補強物を平板状物2に固
定するボルト、15……補助補強物を平板状物2
に固定するナツト、16……平板状の補強物、1
7……平板状の補強物をL型に成型加工した場合
の一辺。
Fig. 1 is a perspective view of Embodiment A of the present invention, Fig. 2 is a plan view of Embodiment A, and Fig. 3 is an elevational view of Embodiment A.
FIG. 4 is a plan view of the reinforcement of Example A, FIG. 5 is a sectional view of Example A, FIG. 6 is a perspective view of Example B, FIG. 7 is a perspective view of Example C, and FIG. The figure is a plan view of the reinforcement 4 of Example B, FIG. 9 is a plan view of the reinforcement 4 used at the upper end of Example C, and FIG. 10 is a plan view of the reinforcement 4 of Example C.
11 is a plan view of the reinforcement 4 used at the lower end of Example C, and FIG. 11 is a sectional view of the reinforcement 4 used at the lower end of Example C.
13 is a plan view of Example C, FIG. 14 is a perspective view of Example D, FIG. 15 is a perspective view of the reinforcement 4 used in Example D, and FIG. 16 is a plan view of Example B. is a plan view of Example D, FIG. 17 is a perspective view of Example E, FIG. 18 is a sectional view when the bolt 11 and nut 10 are used together in the pipe structure 1, and FIG. 19 is a cross-sectional view of the pipe structure 1. A plan view showing that the bolt 11 and the nut 10 fix a columnar object when the bolt 11 and the nut 10 are used together. Figure 21 shows the installation situation when the bottom of the pipe structure 1 is opened and the columnar objects 9 are penetrated further into the soil from the bottom of the support structure of the present invention. Figure 22 shows the installation situation when the upper end of the flat plate-like object 2 is lower than the upper end of the pipe structure 1, and Figure 23 shows the support structure of the present invention when the bottom of the pipe structure 1 is closed. 24 is a cross-sectional view when the auxiliary reinforcement 12 is used in conjunction with the support structure of the present invention, FIG. 25 is a plan view of the auxiliary reinforcement 12, and FIG. 26 is a flat plate-shaped object 2. Detailed view of the attachment part between and the auxiliary reinforcement 12, No. 27
The figure is a detailed view showing how the flat plate-shaped object 2 and the nut 15 for fixing the auxiliary reinforcement 12 are attached.
8 is a perspective view of Example F, and FIG. 29 is a plan view of Example F. A, B, C, D, E, F... Example of support structure of the present invention, 1... Pipe structure, 2... Flat plate-like object, 3... Flat plate-like object, 4... Reinforcement object, 5... Ground, 6... Steel pipe reinforcement, 7... Bolt of Example C.
Nut, 8... Bolt of Example C. Hole for inserting nut 7, 9...column, 10...bolt in pipe structure. Nuts when used together with nuts,
11... Bolts on the pipe structure. Bolt when used with nuts, 12... Auxiliary reinforcement, 13...
Bolts drilled into auxiliary reinforcement. Hole for inserting a nut, 14... Bolt for fixing the auxiliary reinforcement to the flat plate 2, 15... Fixing the auxiliary reinforcement to the flat plate 2
Nut to be fixed to, 16...Flat-shaped reinforcement, 1
7... One side when a flat reinforcement is molded into an L shape.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] パイプ構造物1のパイプ形状断面を有する一端
に、平板状物3の平面部分を強固に固定し、更に
、パイプ構造物1の外側に一辺を接し、その一辺
と内角をはさむ一辺を前者のパイプ構造物1の一
端に固定された平板状物3と接する平板状物2を
、棒状あるいは板状の補強物4を用いて、パイプ
構造物1及びパイプ構造物1に固定もしくは接す
る平板状物2,3それぞれを強固に固定すること
を特徴とする柱状物を土中に設置する場合の支持
構造。
A flat part of the flat plate-like object 3 is firmly fixed to one end of the pipe structure 1 having a pipe-shaped cross section, and one side that touches the outside of the pipe structure 1 and an inner angle between that side and the inner angle is connected to the pipe of the former pipe. The flat plate-like object 2 that is in contact with the flat plate-like object 3 fixed to one end of the structure 1 is fixed to or in contact with the pipe structure 1 and the pipe structure 1 using a rod-shaped or plate-shaped reinforcement 4. , 3. A support structure for installing columnar objects in the soil, characterized by firmly fixing each of them.
JP1957187U 1987-02-12 1987-02-12 Pending JPS63126451U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1957187U JPS63126451U (en) 1987-02-12 1987-02-12

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1957187U JPS63126451U (en) 1987-02-12 1987-02-12

Publications (1)

Publication Number Publication Date
JPS63126451U true JPS63126451U (en) 1988-08-18

Family

ID=30814287

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1957187U Pending JPS63126451U (en) 1987-02-12 1987-02-12

Country Status (1)

Country Link
JP (1) JPS63126451U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000064306A (en) * 1998-08-27 2000-02-29 Guardrail Kogyo Kk Reinforcing member for pile foundation structure
JP2002047662A (en) * 2000-08-02 2002-02-15 Oomi Kagaku Touki Kk Portable columnar foundation body and its installation method
JP2013066287A (en) * 2011-09-16 2013-04-11 Chugoku Electric Power Co Inc:The Erection auxiliary device

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000064306A (en) * 1998-08-27 2000-02-29 Guardrail Kogyo Kk Reinforcing member for pile foundation structure
JP2002047662A (en) * 2000-08-02 2002-02-15 Oomi Kagaku Touki Kk Portable columnar foundation body and its installation method
JP2013066287A (en) * 2011-09-16 2013-04-11 Chugoku Electric Power Co Inc:The Erection auxiliary device

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