JPH067077Y2 - Placing method Pole foundation - Google Patents

Placing method Pole foundation

Info

Publication number
JPH067077Y2
JPH067077Y2 JP4252589U JP4252589U JPH067077Y2 JP H067077 Y2 JPH067077 Y2 JP H067077Y2 JP 4252589 U JP4252589 U JP 4252589U JP 4252589 U JP4252589 U JP 4252589U JP H067077 Y2 JPH067077 Y2 JP H067077Y2
Authority
JP
Japan
Prior art keywords
plate
bolt
nut
driving
pole foundation
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 - Lifetime
Application number
JP4252589U
Other languages
Japanese (ja)
Other versions
JPH02136140U (en
Inventor
彦逸 渡辺
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP4252589U priority Critical patent/JPH067077Y2/en
Publication of JPH02136140U publication Critical patent/JPH02136140U/ja
Application granted granted Critical
Publication of JPH067077Y2 publication Critical patent/JPH067077Y2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Description

【考案の詳細な説明】 [産業上の利用分野] 本考案は、打設方式ポール基礎に関するものである。DETAILED DESCRIPTION OF THE INVENTION [Industrial field of application] The present invention relates to a placing type pole foundation.

[従来の技術] 従来の打設方式ポール基礎においては、第1図及び第2
図に示すように、将来結合されるべきポールの下端フラ
ンジに穿設された結合孔の数と位置に合致せしめて、ボ
ルト5を固着したプレート3をその上端に固着したH型
鋼1の開放面両側にねじれモーメントに対抗し得る強度
と長さの閉塞板2を固着している(例えば、実開平2−
18544号参照)。
[Prior Art] FIG. 1 and FIG.
As shown in the figure, the open surface of the H-shaped steel 1 having the plate 3 with the bolts 5 fixed to the upper end thereof is matched with the number and positions of the connection holes formed in the lower flanges of the poles to be connected in the future. A blocking plate 2 having a strength and a length capable of resisting a twisting moment is fixed to both sides (for example, an actual flat plate 2-
18544).

[考案が解決しようとする課題] 従来の打設方式ポール基礎ににあっては、打設に当た
り、プレート3上辺に結合する打設工具をそれぞれのボ
ルト5を利用して該プレート3上に結合するようにして
いたのである。
[Problems to be Solved by the Invention] In the conventional driving method pole foundation, at the time of driving, a driving tool to be connected to the upper side of the plate 3 is connected to the plate 3 by using the respective bolts 5. I was trying to do it.

然るに、施工土質が超硬質地層となると、大型振動式打
設を使用しても簡単には打設し得るものではなく、1時
間以上に亘る連続運転によって漸く打設し得る場合も生
ずるのである。
However, if the construction soil is an ultra-hard formation, it cannot be easily placed even if a large vibration placing is used, and there are cases where it can be placed gradually by continuous operation for over 1 hour. .

このような場合、打設工具をプレート3上のボルト5を
以って結合しても激烈な振動の為、忽ちに弛緩してしま
い、ダブルナットとしてもこれを防止することができな
いのである。
In such a case, even if the driving tool is coupled with the bolts 5 on the plate 3, it violently vibrates and loosens, so that even a double nut cannot prevent this.

而して、このようにナットが弛緩すると、振動打設機の
打設能力が極度に低下するのであり、斯る事態を防止す
るためにナットの弛緩は何としても防止しなくてはなら
ないのである。
Thus, when the nut is loosened in this way, the driving ability of the vibration driving machine is extremely lowered, and in order to prevent such a situation, the loosening of the nut must be prevented at all costs. is there.

このような事態を防ぐための簡便且つ確実な手段として
は、締め付けたナットとボルトを仮溶接することが好ま
しいのであるが、この手段は打設用具の撤去に当たり、
この仮溶接状態を解除しなくてはならないのであるが、
解除の際、当然ボルト5を損傷することとなるのである
が、該ボルト5の本来の目的はポール樹立に当たりポー
ル下辺のフランジと確実に結合するためのものであるか
ら、ボルト5の損傷は致命的であるとの問題点があっ
た。
As a simple and reliable means to prevent such a situation, it is preferable to temporarily weld the tightened nut and bolt, but this means is to remove the driving tool.
It is necessary to cancel this temporary welding state,
Of course, when the bolt is released, the bolt 5 will be damaged. However, the original purpose of the bolt 5 is to reliably establish the connection with the flange on the lower side of the pole when establishing the pole, so the damage to the bolt 5 is fatal. There was a problem with it.

本考案は、ナットの弛緩を防止すると共に、ボルトの損
傷を防止することを目的としている。
The present invention aims to prevent the nut from loosening and prevent the bolt from being damaged.

[課題を解決するための手段] 上記目的を達成するために、本考案の打設方式ポール基
礎においては、プレート3に所要個数のボルト孔4を穿
設し、且つ各閉塞板2の上端中央部に多目的窓10を開
窓するようにしたのである。
[Means for Solving the Problem] In order to achieve the above object, in the driving method pole foundation of the present invention, a required number of bolt holes 4 are bored in the plate 3, and the center of the upper end of each closing plate 2 is formed. The multipurpose window 10 is opened in the section.

[作用] 上記のようにプレート3に所要個数のボルト孔4を穿設
した打設方式ポール基礎においては、方形の底板6の中
央部に直立板7を直立固着した打設工具を、該プレート
3のボルト5に関係なく該ボルト孔4を介して結合ボル
トナット8にて結合し、ナットとボルトは仮溶接を以っ
て不動態勢とし、打設終了後において該結合ボルトナッ
ト8は切断除去し、即ちこの結合ボルトナット8を使い
捨てにすれば簡便且つ確実な手段となる。
[Operation] In the driving method pole foundation in which the required number of bolt holes 4 are drilled in the plate 3 as described above, the driving tool in which the upright plate 7 is vertically fixed to the central portion of the rectangular bottom plate 6 is used. No. 3 bolt 5 is joined by a connecting bolt nut 8 through the bolt hole 4, the nut and the bolt are made passive by temporary welding, and the connecting bolt nut 8 is cut and removed after the completion of driving. That is, if this connecting bolt nut 8 is made disposable, it becomes a simple and reliable means.

更に、H型鋼1は上辺はプレート3により、また開放両
側面は閉塞板2によって完全に密閉されているため、打
設過程において内臓された空気が次第に圧縮されて遂に
は打設の大きな障害となり、且つ施工穴内に注入される
生コンはH型鋼1と閉塞板2による空間を充填すること
が不可能になるのであるが、前記各閉塞板2の上端中央
部に開窓した多目的窓10を設けたために、この窓10
から各閉塞板2の上辺近部に作業者が手を差し入れるこ
とができ、圧縮空気を排気すると共に、生コンの注入を
可能にすることが可能となる。
Further, since the H-shaped steel 1 is completely sealed by the plate 3 on the upper side and the closing plates 2 on both open side surfaces, the air contained in the H-steel is gradually compressed during the driving process and finally becomes a major obstacle to the driving. Moreover, it is impossible for the ready-mixed concrete injected into the construction hole to fill the space between the H-shaped steel 1 and the closing plate 2. However, the opened multipurpose window 10 is provided at the center of the upper end of each closing plate 2. This window 10
From this, an operator can insert his / her hand near the upper side of each closing plate 2, exhausting compressed air and enabling injection of ready-mixed concrete.

[実施例] 実施例について図面を参照して説明すると、 第1図及び第2図に示すように、H型鋼1の開放面両側
にそれぞれ捻じれモーメントに対抗可能な強度と長さを
有する閉塞板2、2を固着すると共に、その上辺に複数
個のボルト5を装着したプレート3を固着してある。該
プレート3の中央部には相対向して所要個数のボルト孔
4、4、4、4を穿設してある。
[Embodiment] An embodiment will be described with reference to the drawings. As shown in FIGS. 1 and 2, a block having strength and length capable of counteracting a twisting moment is provided on both sides of an open surface of an H-shaped steel 1. The plates 2 and 2 are fixed, and the plate 3 having a plurality of bolts 5 attached thereto is fixed to the upper side thereof. A required number of bolt holes 4, 4, 4, 4 are formed in the central portion of the plate 3 so as to face each other.

更に、前記各閉塞板2、2の上端中央部所定個所には多
目的窓10、10が開窓されている。
Further, multipurpose windows 10 and 10 are opened at predetermined locations in the upper center of each of the closing plates 2 and 2.

そして、第3図及び第4図に示すように、前記プレート
3よりも小型の方形状底部6の中央部に直立板7を直立
固着した打設工具を該多目的窓10、10より手を入れ
前記ボルト5に関係なく前記ボルト孔4、4、4、4を
介して結合ボルトナット8により結合する。
Then, as shown in FIGS. 3 and 4, a placing tool in which an upright plate 7 is uprightly fixed to the central portion of a rectangular bottom 6 which is smaller than the plate 3 is inserted through the multipurpose windows 10 and 10. Irrespective of the bolt 5, it is coupled by the coupling bolt nut 8 through the bolt holes 4, 4, 4, 4.

この場合、ナットとボルトは仮溶接によって不動の態勢
とし、打設終了後において該結合ボルトナット8は切断
除去し、即ち、該結合ボルトナット8を使い捨ての手段
とするのである。
In this case, the nut and the bolt are made to be immovable by temporary welding, and the connecting bolt nut 8 is cut and removed after the driving is completed, that is, the connecting bolt nut 8 is a disposable means.

次に本考案打設方式ポール基礎の施工工程について述べ
るに、第5図に示すように、所定の平面積と深度を有す
る施工穴9を掘削して、該施工穴9に第3図及び第4図
図示状態のH型鋼1を設置し、該施工穴9底より打設を
開始するのであるが、前記プレート3上のボルト5が地
表面より所定距離沈下した処で打設を終了し、上記した
ように結合ボルトナット8を切断除去して打設工具を除
き、次いでポール12の下端のフランジ11に設けた孔
を前記ボルト5に嵌合し、ナット結合して樹立し、施工
穴9内に生コンを注入し、地表面と同一平面になるよう
に修復して終了するのである。
Next, the construction process of the casting method pole foundation of the present invention will be described. As shown in FIG. 5, a construction hole 9 having a predetermined plane area and depth is excavated, and the construction hole 9 is formed in the construction hole shown in FIG. 4 The H-shaped steel 1 in the state shown in FIG. 4 is installed, and the driving is started from the bottom of the construction hole 9, but the driving is finished when the bolt 5 on the plate 3 sinks for a predetermined distance from the ground surface, As described above, the connecting bolt nut 8 is cut and removed to remove the driving tool, and then the hole provided in the flange 11 at the lower end of the pole 12 is fitted into the bolt 5 to be nut-connected to establish it. The fresh concrete is injected into the interior, and the surface is repaired so that it is flush with the ground surface.

[考案の効果] 本考案は、以上説明したように構成されているので、以
下に記載されるような効果を奏する。
[Advantages of the Invention] Since the present invention is configured as described above, it has the following effects.

複数個のボルト5を装着したプレート3に所要個数のボ
ルト孔4を穿設したから、該プレート3上のボルト5に
関係なくボルト孔4を介して方形の底板6の中央部に直
立板7を直立固着した打設工具を結合ボルトナット8に
て結合することができ、超硬質地層における長時間に亘
る打設工程においてもボルト5は何等損傷することはな
い。
Since a required number of bolt holes 4 are formed in the plate 3 on which a plurality of bolts 5 are mounted, the upright plate 7 is provided at the center of the rectangular bottom plate 6 through the bolt holes 4 regardless of the bolts 5 on the plate 3. It is possible to connect the mounting tool fixed upright with the connecting bolt nut 8, and the bolt 5 will not be damaged even in the installation process for a long time in the superhard formation.

また、前記各閉塞板2、2の上端中央所定個所に多目的
窓10、10を設けたから、作業者がこの窓10から手
を差し入れて結合ボルトナット8を締め付けることがで
き、また打設過程時において内臓される圧縮空気を排気
することが可能となるとともに、 H型鋼1と閉塞板2の空間に生コンを充填することが可
能となる。
Further, since the multipurpose windows 10 and 10 are provided at predetermined positions in the center of the upper end of each of the closing plates 2 and 2, an operator can insert his / her hand through the window 10 to tighten the coupling bolt nut 8, and also during the driving process. It becomes possible to exhaust the compressed air that is built in in, and to fill the space between the H-shaped steel 1 and the closing plate 2 with ready-mixed concrete.

【図面の簡単な説明】[Brief description of drawings]

第1図はプレートにボルト孔を穿設した状態の平面図、
第2図は同上側面図、第3図はプレートに方形の底板に
直立板を固着した打設工具をボルト孔を介して結合ボル
トナットにて結合した状態の平面図、第4図は同上側面
図、第5図は施工状態を示す説明図である。 1…H型鋼、2…閉塞板、3…プレート、4…ボルト
孔、5…ボルト、6…底板、7…直立板、8…結合ボル
トナット、10…多目的窓
FIG. 1 is a plan view showing a state where bolt holes are formed in a plate,
FIG. 2 is a side view of the same as above, FIG. 3 is a plan view of a placing tool in which a square bottom plate is fixed to a plate and an upright plate is fixed to the plate by bolts and bolts, and FIG. 4 is a side view of the same. Drawing and Drawing 5 are explanatory views showing a construction state. 1 ... H-shaped steel, 2 ... Closure plate, 3 ... Plate, 4 ... Bolt hole, 5 ... Bolt, 6 ... Bottom plate, 7 ... Upright plate, 8 ... Coupling bolt nut, 10 ... Multipurpose window

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】H型鋼1の開放面両側にそれぞれ閉塞板2
を固着すると共に、その上辺に複数個のボルト5を装着
したプレート3を固着するようにした打設方式ポール基
礎において、前記プレート3に所要個数のボルト孔4を
穿設し、且つ前記各閉塞板2の上端中央部に多目的窓1
0を開窓したことを特徴とする打設方式ポール基礎。
1. Closure plates 2 on both sides of the open surface of H-section steel 1, respectively.
In the driving method pole foundation in which the plate 3 having the plurality of bolts 5 attached thereto is fixed to the plate 3, a required number of bolt holes 4 are bored in the plate 3 and the blockages are formed. Multipurpose window 1 at the center of the upper edge of plate 2
Placing method pole foundation characterized by opening 0.
JP4252589U 1989-04-13 1989-04-13 Placing method Pole foundation Expired - Lifetime JPH067077Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4252589U JPH067077Y2 (en) 1989-04-13 1989-04-13 Placing method Pole foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4252589U JPH067077Y2 (en) 1989-04-13 1989-04-13 Placing method Pole foundation

Publications (2)

Publication Number Publication Date
JPH02136140U JPH02136140U (en) 1990-11-13
JPH067077Y2 true JPH067077Y2 (en) 1994-02-23

Family

ID=31554145

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4252589U Expired - Lifetime JPH067077Y2 (en) 1989-04-13 1989-04-13 Placing method Pole foundation

Country Status (1)

Country Link
JP (1) JPH067077Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP6725313B2 (en) * 2016-05-16 2020-07-15 株式会社ラスコジャパン Base member for pile foundation

Also Published As

Publication number Publication date
JPH02136140U (en) 1990-11-13

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