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JPH0480162B2 - - Google Patents
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JPH0480162B2 - - Google Patents

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Publication number
JPH0480162B2
JPH0480162B2 JP61024169A JP2416986A JPH0480162B2 JP H0480162 B2 JPH0480162 B2 JP H0480162B2 JP 61024169 A JP61024169 A JP 61024169A JP 2416986 A JP2416986 A JP 2416986A JP H0480162 B2 JPH0480162 B2 JP H0480162B2
Authority
JP
Japan
Prior art keywords
pile
connecting body
holes
bodies
column
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
JP61024169A
Other languages
Japanese (ja)
Other versions
JPS62182304A (en
Inventor
Tsuguhiko Watanabe
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 JP61024169A priority Critical patent/JPS62182304A/en
Publication of JPS62182304A publication Critical patent/JPS62182304A/en
Publication of JPH0480162B2 publication Critical patent/JPH0480162B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Foundations (AREA)
  • Road Signs Or Road Markings (AREA)

Description

【発明の詳細な説明】 イ 産業上の利用分野 本発明は大型道路案内標識等の柱体を支持する
建込み基礎構造と、その施工方法に関するもので
ある。
DETAILED DESCRIPTION OF THE INVENTION A. Field of Industrial Application The present invention relates to an erected foundation structure that supports columns such as large road guide signs, and a construction method thereof.

ロ 従来の技術 上記柱体の建込み基礎は、標識の大きさ、地盤
の状況や、四囲の状況等に対応して設定されるも
のである。
B. Prior art The foundation for building the pillars mentioned above is set depending on the size of the sign, the ground condition, the surrounding situation, etc.

ハ 発明が解決しようとする課題 上記柱体の基礎構造は堅固であるに超したこと
はないが、必要以上の堅固な構成はコストの増大
を招く反面、簡易な構成ではコストの低下を図る
ことができても堅固さにおいて劣るという問題点
がある。
C. Problem to be Solved by the Invention Although the basic structure of the above-mentioned column is nothing more than strong, an unnecessarily strong structure will increase the cost, while a simple structure will reduce the cost. Even if it is possible, there is a problem that it is inferior in robustness.

本発明は、コストの低下を図ると共に、所定以
上の堅固な構成を有する建込み基礎構造とその施
工方法を提供することを目的とする。
An object of the present invention is to provide a built-in foundation structure having a structure that is more rigid than a predetermined level and a method for constructing the same, while reducing costs.

ニ 課題を解決するための手段 上記目的を達成するために、本発明の柱体の建
込み基礎構造においては、一対の鉄筋コンクリー
ト製筒状の杭体と、該杭体を挿通する貫通孔を左
右に穿開すると共にその中央部に柱体基部を緊締
固定する複数個のアンカーボルトを植設した連結
体とから成り、前記貫通孔には嵌装した杭体の頭
部周縁の対向する位置に調整ボルトを設け、該調
整ボルトを杭体の頭部に当接させて前記連結体の
水平位置を調定し、且つ前記連結体と杭体とを速
乾性セメントにより一体に連結するようにしたの
であり、更に、その施工方法として、 手掘りにより形成した凹陥部の底部に一対の縦
穴堀削して杭体を夫々埋設して杭体の頭部を連結
体の高さに対して露出残置した後、前記連結体に
設けた左右の貫通孔を前記杭体に夫々貫通させる
と共に、該連結体を杭体上において調整ボルトを
介して水平に保持せしめ、次いで速乾性セメント
を介して杭体に連結体を固定した後、該連結体の
アンカーボルトに柱体基部を緊締固定し、前記凹
陥部を埋設するようにしたのである。
D. Means for Solving the Problems In order to achieve the above object, the pillar-built foundation structure of the present invention includes a pair of cylindrical reinforced concrete pile bodies and through-holes on the left and right sides through which the pile bodies are inserted. It consists of a connecting body in which a plurality of anchor bolts are drilled in the center of the hole and a plurality of anchor bolts are implanted to tighten and fix the base of the column, and a plurality of anchor bolts are installed in the center of the connecting body. An adjustment bolt is provided, and the adjustment bolt is brought into contact with the head of the pile body to adjust the horizontal position of the connecting body, and the connecting body and the pile body are integrally connected with quick-drying cement. Furthermore, the construction method involves digging a pair of vertical holes at the bottom of a depression formed by hand, burying each pile body, and leaving the head of the pile body exposed relative to the height of the connecting body. After that, the left and right through holes provided in the connecting body are respectively penetrated into the pile body, and the connecting body is held horizontally on the pile body via adjustment bolts, and then the pile body is fixed with quick drying cement. After the connecting body is fixed to the connecting body, the column base is tightened and fixed to the anchor bolt of the connecting body, and the recess is buried.

ホ 実施例 第1図は本発明の施工方法により施設した大型
道路案内標識柱の建込み基礎構造を示す斜視図、
第2図は連結体の平面図、第3図はその正面図、
第4図は抗体の平面図、第5図はその正面図、第
6図は地面に堀設した凹陥部及び縦穴の正面図、
第7図は同凹陥部及び縦穴に抗体を埋設した正面
図、第8図は更に連結体を設置した正面図、第9
図は第8図の平面図、第10図は速乾性セメント
を充填した状態の縦断正面図、第11図は施工完
了状態の正面図である。
Embodiment Fig. 1 is a perspective view showing the foundation structure of a large road guide sign pillar installed using the construction method of the present invention.
Figure 2 is a plan view of the connecting body, Figure 3 is its front view,
Figure 4 is a plan view of the antibody, Figure 5 is its front view, Figure 6 is a front view of the depression and vertical hole dug in the ground,
Figure 7 is a front view of the antibody buried in the recess and vertical hole, Figure 8 is a front view of the connecting body further installed, Figure 9
The figure is a plan view of FIG. 8, FIG. 10 is a longitudinal sectional front view of the state filled with quick-drying cement, and FIG. 11 is a front view of the completed construction state.

図面において、1は鉄筋コンクリート製の筒状
の抗体で、手堀りにて少くとも1.2m(市街地に於
ては地下埋設物保護のため、通常1.2mの深さま
では手作業で堀削しなければならない)の深さを
有する凹陥部10の底部に、機械的に穿孔した一
対の縦穴11,11に挿嵌するようにしてある。
In the drawing, 1 is a cylindrical antibody made of reinforced concrete, which must be excavated by hand to a depth of at least 1.2 m (in urban areas, to protect underground objects, it must be excavated by hand to a depth of 1.2 m). It is adapted to be inserted into a pair of vertical holes 11, 11 mechanically bored in the bottom of the recessed part 10 having a depth of 100 mm.

2は連結体で鉄筋コンクリート製であり、第2
図の如く左右に前記杭体1を貫通遊嵌する貫通孔
3,3を設けてあり、中央に重量軽減のため設け
た角型透孔4の周囲には、アンカーボルト5の複
数個を植設し、後述する柱体Pの基部を緊締固定
するようにしてある。
2 is a connecting body made of reinforced concrete;
As shown in the figure, there are through-holes 3, 3 on the left and right sides into which the pile body 1 is loosely fitted, and a plurality of anchor bolts 5 are planted around the square-shaped through-hole 4 provided in the center to reduce weight. The base of the column P, which will be described later, is tightened and fixed.

6は前記貫通孔3の上面を横架するようにして
設けた横杆である。
Reference numeral 6 denotes a horizontal rod that is provided so as to cross the upper surface of the through hole 3.

そして、該貫通孔3には嵌装した杭体1の頭部
周縁の対向する位置に調整ボルト7を設け、該調
整ボルト7を杭体1の頭部に当接させて前記連結
体2の水平位置を調停するようにしたのである。
8は、前記杭体1の上端所定部位に横架した横棒
であつて、クレーン吊り上げ作業を容易にするた
めのものである。
Adjustment bolts 7 are provided in the through-hole 3 at positions opposite to the peripheral edge of the head of the pile body 1 fitted therein, and the adjustment bolts 7 are brought into contact with the head of the pile body 1, and the connecting body 2 The horizontal position was adjusted.
Reference numeral 8 is a horizontal bar suspended horizontally at a predetermined portion of the upper end of the pile body 1, and is used to facilitate crane lifting work.

ヘ 作用 以上の構成からなる本発明基礎構造の施工に当
つては、第6図のように先ず所望の地面Gに手堀
りにより凹陥部10を堀削形成した後、穿孔機等
の機械を利用して縦穴11,11を凹陥部10の
底面に堀削し、第7図のように杭体1,1を縦穴
11,11に夫々挿嵌し、杭体1の頭部を一定長
残して土壌12を埋めた後、今度は連結体2の貫
通孔3,3を夫々杭体1,1に第8図のように貫
通遊嵌する。この際、両者の間には、僅かな間隙
dが生ずるように予め設定してあるもので、この
挿嵌後、水平検知具等を使用して連結体2の表面
2aが水平になるように調整ボルト7,7……を
杭体1の開口縁1aに当接させて調定し、杭体
1,1と連結体2と相互関係を設定した後、前記
間隙d内に速乾性セメントSを充填して固化させ
るもので、その擬結後、柱体Pを第1図示の如く
アンカーボルト5,5……に固定し、最後に土壌
12を第11図のように地面Gに一致するまで埋
設して作業を終了するものである。
In constructing the basic structure of the present invention having the above-described configuration, first, as shown in FIG. Using this method, vertical holes 11, 11 are dug in the bottom of the concave portion 10, and the pile bodies 1, 1 are inserted into the vertical holes 11, 11, respectively, as shown in Fig. 7, leaving the head of the pile body 1 a certain length. After filling the soil 12 with soil 12, the through holes 3, 3 of the connecting body 2 are loosely fitted into the pile bodies 1, 1, respectively, as shown in FIG. At this time, a slight gap d is set in advance between the two, and after this insertion, use a horizontal detection tool etc. to ensure that the surface 2a of the connecting body 2 is horizontal. After making adjustments by bringing the adjustment bolts 7, 7, . After the pseudo-solidification, the column P is fixed to the anchor bolts 5, 5, etc. as shown in Figure 1, and finally the soil 12 is aligned with the ground G as shown in Figure 11. The work will be completed by burying the material up to that point.

ト 発明の効果 以上述べた如く、本発明基礎構造においては、
2本の並列埋設した杭体1,1によつて連結体2
が支持されていると共に調整ボルト7,7……に
よつて連結体2が容易に水平位置に調定できるた
め、柱体Pが常に確実に垂直位置を保持すること
となり、担持能力を高める効果を有すると共に構
成が抗体1,1と連結体2という簡易なものであ
るから組立作業も容易であり、2ケの杭体1,1
によつて支持されるため、比較的浅い埋設によつ
て所要の強度を持たせることが可能である等の特
性を有するものである。
G. Effects of the invention As stated above, in the basic structure of the present invention,
Connecting body 2 is formed by two pile bodies 1, 1 buried in parallel.
is supported, and the connecting body 2 can be easily adjusted to the horizontal position by the adjustment bolts 7, 7..., so the column P always maintains the vertical position reliably, which has the effect of increasing the carrying capacity. It has a simple configuration of antibodies 1, 1 and connecting body 2, so assembly work is easy.
It has characteristics such as being able to provide the required strength even when buried relatively shallowly.

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

第1図は本発明により施設した大型道路案内標
識を掲示する柱体の建込み基礎構造の斜視図、第
2図は連結体の平面図、第3図はその正面図、第
4図は杭体の平面図、第5図はその正面図、第6
図は地面に堀設した凹陥部の正面図、第7図は凹
陥部に杭体を埋設した正面図、第8図は連結体を
設置した正面図、第9図は第8図の平面図、第1
0図は速乾性セメントを充填した状態を示す縦断
正面図であり、第11図は施工完了状態の正面図
である。 1……抗体、2……連結体、3……貫通孔、5
……アンカーボルト、7……調整ボルト、10…
…凹陥部、11……縦穴、P……柱体、G……地
面。
Fig. 1 is a perspective view of the foundation structure of the pillars for displaying large road guide signs installed according to the present invention, Fig. 2 is a plan view of the connected body, Fig. 3 is its front view, and Fig. 4 is the pile Plan view of the body, Figure 5 is its front view, Figure 6
The figure is a front view of a depression dug in the ground, Figure 7 is a front view of a pile body buried in the depression, Figure 8 is a front view of a connecting body installed, and Figure 9 is a plan view of Figure 8. , 1st
FIG. 0 is a longitudinal sectional front view showing the state filled with quick-drying cement, and FIG. 11 is a front view of the completed construction state. 1...Antibody, 2...Connection body, 3...Through hole, 5
...Anchor bolt, 7...Adjustment bolt, 10...
...Concavity, 11...Vertical hole, P...Column, G...Ground.

Claims (1)

【特許請求の範囲】 1 一対の鉄筋コンクリート製筒状の杭体と、該
杭体を挿通する貫通孔を左右に穿開すると共にそ
の中央部に柱体基部を緊締固定する複数個のアン
カーボルトを植設した連結体とから成り、前記貫
通孔には嵌装した杭体の頭部周縁の対向する位置
に調整ボルトを設け、該調整ボルトを杭体の頭部
に当接させて前記連結体の水平位置を調定し、且
つ前記連結体と杭体とを速乾性セメントにより一
体に連結するようにしたことを特徴とする柱体の
建込み基礎構造。 2 手掘りにより形成した凹陥部の底部に一対の
縦穴堀削して杭体を夫々埋設して杭体の頭部を連
結体の高さに対応して露出残置した後、前記連結
体に設けた左右の貫通孔を前記杭体に夫々貫通さ
せると共に、該連結体を杭体上において調整ボル
トを介して水平に保持せしめ、次いで速乾性セメ
ントを介して杭体に連結体を固定した後、該連結
体のアンカーボルトに柱体基部を緊締固定し、前
記凹陥部を埋設することを特徴とする柱体の建込
み基礎構造の施工方法。
[Scope of Claims] 1. A pair of cylindrical pile bodies made of reinforced concrete, through-holes inserted through the pile bodies are drilled on the left and right, and a plurality of anchor bolts are provided in the center of the through-holes for tightening and fixing the base of the column. An adjustment bolt is provided in the through hole at a position facing the periphery of the head of the pile body, and the adjustment bolt is brought into contact with the head of the pile body to remove the connection body. 1. A foundation structure for erecting pillar bodies, characterized in that the horizontal position of the pillar body is adjusted, and the connecting body and the pile body are integrally connected by quick-drying cement. 2. After digging a pair of vertical holes in the bottom of the depression formed by hand digging and burying the pile bodies respectively, leaving the heads of the pile bodies exposed corresponding to the height of the connecting body, attaching them to the connecting body. The left and right through holes are respectively penetrated into the pile body, and the connecting body is held horizontally on the pile body via adjustment bolts, and then the connecting body is fixed to the pile body via quick-drying cement. A method for constructing a column-built foundation structure, comprising tightening and fixing a column base to an anchor bolt of the connecting body and burying the recessed portion.
JP61024169A 1986-02-07 1986-02-07 Pillar building structure and its construction method Granted JPS62182304A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP61024169A JPS62182304A (en) 1986-02-07 1986-02-07 Pillar building structure and its construction method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP61024169A JPS62182304A (en) 1986-02-07 1986-02-07 Pillar building structure and its construction method

Publications (2)

Publication Number Publication Date
JPS62182304A JPS62182304A (en) 1987-08-10
JPH0480162B2 true JPH0480162B2 (en) 1992-12-17

Family

ID=12130842

Family Applications (1)

Application Number Title Priority Date Filing Date
JP61024169A Granted JPS62182304A (en) 1986-02-07 1986-02-07 Pillar building structure and its construction method

Country Status (1)

Country Link
JP (1) JPS62182304A (en)

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0365740U (en) * 1989-10-26 1991-06-26
JPH0725017U (en) * 1993-10-13 1995-05-12 土井商事株式会社 Foundation concrete block for street light
CN1223610C (en) * 2003-07-16 2005-10-19 中国科学院海洋研究所 Microware degradative crust oligose compound and its preparing method
JP5210255B2 (en) * 2009-07-14 2013-06-12 積水樹脂株式会社 Method for forming embedding hole for embedding fixing tool for columnar body and fixing tool for columnar body
JP6910256B2 (en) * 2017-09-20 2021-07-28 日鉄建材株式会社 Supports for lighting columns

Also Published As

Publication number Publication date
JPS62182304A (en) 1987-08-10

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