JPS59224727A - Foundation for pole and its construction - Google Patents
Foundation for pole and its constructionInfo
- Publication number
- JPS59224727A JPS59224727A JP9689883A JP9689883A JPS59224727A JP S59224727 A JPS59224727 A JP S59224727A JP 9689883 A JP9689883 A JP 9689883A JP 9689883 A JP9689883 A JP 9689883A JP S59224727 A JPS59224727 A JP S59224727A
- Authority
- JP
- Japan
- Prior art keywords
- hole
- plate
- base body
- foundation
- ball
- 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
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
本願発明は打込力式の鋼製ボール用基礎につきIJ設深
瓜を増量して側圧抵抗を強化し樹立ボールの倒伏に対し
ては充分に対処し得ることになったが反面沈下に対して
は柳か不安を隠し得ないのである。[Detailed Description of the Invention] The present invention increases the amount of IJ-installed gourds in a driving force type steel ball foundation to strengthen the lateral pressure resistance and can sufficiently cope with the fall of the established ball. On the other hand, Yanagi cannot hide his anxiety about the subsidence.
本願発明はこの様な事態に対しボール用基礎体の打設に
当り該打設過程に於いて充分なる抵抗面積を有する安定
板を基礎体に係合せしめて確実な沈下対策としたもので
あって以下添イζj図面を以って本願発明につい゛ζ詳
記する。The present invention provides a reliable countermeasure against such a situation by engaging a stabilizer plate having a sufficient resistance area with the base body during the casting process of the base body for the ball. The present invention will be described in detail below with reference to the accompanying drawings.
第1回正面図、第2図側面図、第3国事面図を以って(
11は抵抗板であるが該抵抗板filは長方形鋼板をし
てその一長手方向に対して半円形断面にしてその両側を
直線状として結合禎(2)とした上告端部Jet着干の
IY高mを図示せる如く半円面を両結合袖(2)に平行
する如くに直線状に屈曲成形して加撃部(3)にすると
共に上辺より計画量の下位部の半円外周面上には係止板
(4)を固着した状態とし、以上の抵抗板(1)はこれ
を2ケ用意して正円断面となる如くに合体化し°C人々
密接する結合袖(2)を固着一体化し−C基礎体(A)
としたものである。With the 1st front view, 2nd side view, and 3rd national affairs map (
11 is a resistance plate, and the resistance plate fil is a rectangular steel plate, with a semicircular cross section in one longitudinal direction, and both sides of the plate are straight and connected as shown in (2). To illustrate the height m, the semicircular surface is bent into a straight line parallel to both connecting sleeves (2) to form the attacking part (3), and on the semicircular outer peripheral surface of the lower part of the planned amount from the upper side. The locking plate (4) is fixed, and two of the above resistance plates (1) are prepared and combined to form a perfect circular cross section, and the joining sleeve (2) that brings people into close contact is fixed. Integrated-C basic body (A)
That is.
続いてm4図は要求される沈下耐力にTil1iSする
平面積を有する方形板の中央部に上記基礎体(A)の断
面が緩く通人し得る状態に開口して結礎体通人孔(7)
にすると共に、何れかの対抗する両側を直立状に屈曲し
て補強縁(6)とした安定板(5)を示すものであり、
又第5図は基礎体(A)の打設に使用される打設工具を
図示せるもので先端の結合溝(9)を基礎体(A)の加
撃部(3)に係合せしめた状態に於いて後端が基礎体(
Δ)の上辺より必要量突出する丈長とした打込棒(8)
につき係止板(4)と一致する部に基礎体(A)内に緩
く通人し得る径の鍔(10)を固着したものである。Next, the m4 diagram shows that the cross-section of the foundation (A) is opened in the center of the rectangular plate having a planar area equal to the required subsidence strength, and a foundation passage hole (7 )
In addition, it shows a stabilizer plate (5) whose opposite sides are bent into an upright shape to serve as a reinforcing edge (6),
Also, Figure 5 shows the driving tool used for pouring the foundation (A), which engages the coupling groove (9) at the tip with the striking part (3) of the foundation (A). In this state, the rear end is the basic body (
A driving rod (8) with a length that protrudes the required amount from the upper side of Δ)
A flange (10) with a diameter that allows a person to pass loosely through the base body (A) is fixed to a portion that coincides with the locking plate (4).
以下本願発明の施工状態について説明をすると先ず第6
図の如く施工地面を基礎体(Δ)の係止板(4)固着部
より上辺迄の背高量よりも若干深めにして且安定板(5
)の平面が底面に定置し得る形状の穴(11)を掘削し
て安定板(5)を穴(II)底面上に定置した上、安定
板(5)平面を平均的に軽く叩打して穴底面と平板面を
密着せしめ、続いて加撃部(3)に結合溝(9)を係合
して打込棒(8)と一体化された基礎体(A)を基礎体
通人孔(7)に通人し、打込棒(8)を加撃しつつ基礎
体(A)を対抗する土壌を自らの体内に収納しつつ地中
にj1進セしめ、終にm7図の如く係止板(4)が安定
板(5)に当突してこれ以上の打設が不能となった処で
打設を終るのであるが該時点に於いてiJ込棒(8)に
固着された鍔(10)も穴底面と当突することになるの
である。Below, the construction state of the claimed invention will be explained first.
As shown in the figure, the construction ground is made slightly deeper than the height from the fixed part of the locking plate (4) of the foundation (Δ) to the upper side, and
) was drilled to allow the flat surface of the hole (11) to be placed on the bottom surface, the stabilizer plate (5) was placed on the bottom surface of the hole (II), and the flat surface of the stabilizer plate (5) was tapped evenly. The bottom surface of the hole and the flat plate surface are brought into close contact, and then the connecting groove (9) is engaged with the attacking part (3), and the base body (A) integrated with the driving rod (8) is inserted into the base body through hole. (7), and while attacking with the driving rod (8), the foundation body (A) is placed into the ground while storing the opposing soil in its own body, and finally, as shown in Figure M7. Driving ends when the locking plate (4) collides with the stabilizing plate (5) and no further driving is possible; The collar (10) also comes into contact with the bottom of the hole.
かくして打込棒(8)を抜去し残置された抜去空洞は適
宜に埋戻した上第8図の如くボール(+2)4基礎体(
A>内に通人して穴底面上に突刺して一層ボール(12
)の垂直樹立状態を保持し、ここでボール(12)と基
礎体(A)との空隙に水と混和後精々1分前i&を以っ
て凝結を開始する如くに配合された急硬性セメント溶液
を注入充填し、更にボール(12)の垂直状態を確認し
つつ凝結硬化せしめ以降は時間の経過と共に−・般のコ
ンクリートと同等な硬度のコンクリ−1・体(13)と
なるため地中に於いて倒伏方向と沈下に対して充分なる
耐力状態となって居る基礎体(八)に対しボール(12
)はコンクリート体(13)をもって垂直状態に強固に
一体化樹立されることになるのである。In this way, the driving rod (8) was removed and the remaining removal cavity was appropriately backfilled and the ball (+2) 4 base bodies (
Pass the ball inside A> and stick it on the bottom of the hole to make a layer of balls (12
) is maintained in a vertically erected state, and the rapid hardening cement is blended so as to start setting at most 1 minute after being mixed with water in the gap between the ball (12) and the base body (A). The solution is injected and filled, and the ball (12) is made to solidify and harden while checking the vertical state. Over time, it becomes a concrete body (13) with the same hardness as ordinary concrete, so it is placed underground. In this case, the ball (12
) will be firmly integrated and established vertically with the concrete body (13).
尚掘削せる穴(11)と基礎体(A)との空隙は掘削ゼ
る土壌を埋戻ずのであるが更に一段の耐力が要求される
如き場合にはこれもコンクリート体(13)として硬化
せしむれば一層の効果を発揮する+i理明である。The gap between the excavated hole (11) and the foundation (A) is not backfilled with excavated soil, but in cases where even higher strength is required, this can also be hardened as a concrete body (13). This is a +i principle that will be even more effective if you learn it.
第1図は基礎体(A)の正面図であり、第2図は同じく
側面図であり、又第3図も同じく平面図である。
第4図は安定板(5)の平面図であり、第5図は打込工
具を示すものである。
第6図は基礎体(A)の打設開始時を示すものであり、
第7図は基礎体(A)の打設終了時の状態を示すもので
ある。
第8図は一切の施工を終了せる状態をしめずもの−(あ
る。
以上
特許出願人
渡 辺 嗣 彦(外2名)
(11抵抗板 (8)打込棒
(2)結合袖 (9)結合溝
(3)加撃部 (1o)鍔
(4)係止板 (11)穴
(5)安定板 (12)ボールFIG. 1 is a front view of the base body (A), FIG. 2 is a side view, and FIG. 3 is a plan view. FIG. 4 is a plan view of the stabilizer plate (5), and FIG. 5 shows the driving tool. Figure 6 shows the start of pouring of the foundation (A),
FIG. 7 shows the state of the foundation body (A) at the end of pouring. Figure 8 shows the state in which all construction work is completed. Connection groove (3) Attacking part (1o) Collar (4) Locking plate (11) Hole (5) Stabilizing plate (12) Ball
Claims (1)
をその平板面の中央に開口工作せる方形鋼板の対抗・l
る両側端面を屈曲し′ζ補強縁(6)とせる安定板(5
)の基礎体通人孔(7)に、全丈長を正円にして且その
正円中心線上の両側を結合袖(2)と・Uる基礎体(A
)を通人し予定−1る位置に於いて安定板(5)平板面
と保合停止する如くに基礎体(A)円周上両側の該当部
に係止板(4)を固着して成ることを特徴としたボール
用基礎体。 2、あらかじめ地表面をボール(12)の埋人量に見合
った深度と且又安定板(5)が水平状態に定置し得る面
積の穴(11)に掘削し、先ず穴(11)底面上に安定
板(5)をその平板面上を平均的に軽く叩打して水平状
態に安定定置した後、基礎体通人孔(7)に打込棒(8
)と係合一体化された基礎体(A)を通人して打設し、
やがて係止板(4)が安定板(5)に当部し同時に鍔(
10)が穴(11)底に到達して打設を終り、打込棒(
8)を抜去して抜去空洞を埋戻した後基礎体(A)内に
ボール(12)を通人してその先端を穴(11)底面に
突差して一応ボール(12)の垂直樹立状態を確保しア
こ上、基礎体(A)とボール(12)の空隙内に急硬性
セメント溶液を注入充填して更にボール(12)の垂直
状態を確認しつつセメントを凝結硬化せしめ、基礎体(
A)とボール(12)とをコンクリート体(13)に依
っ゛ζ一体化して掘削仕る穴(11)に土壌を埋戻ずか
、若くは必要にLもして該穴(II)も忽硬性セメント
溶液を注入充填してコンクリート体(13)として一層
強化せしめる如くすることを特徴とし、たボール用基礎
体(A)の施工方法。[Claims] 1. Base body passage hole (7) through which the base body (A) can pass through loosely.
A square steel plate with an opening in the center of its flat surface.
The stabilizer plate (5
), the base body (A
) Fix the locking plates (4) to the corresponding parts on both sides of the circumference of the base body (A) so that they will lock and stop with the flat plate surface of the stabilizer plate (5) at the scheduled position of -1. A base body for balls characterized by: 2. A hole (11) is drilled in advance on the ground surface to a depth commensurate with the amount of buried balls (12) and an area that allows the stabilizing plate (5) to be placed horizontally. After stably placing the stabilizing plate (5) in a horizontal position by tapping the flat plate surface evenly, insert the driving rod (8) into the base body passage hole (7).
) and the integrated foundation body (A) is poured through and poured,
Eventually the locking plate (4) comes into contact with the stabilizing plate (5) and at the same time the tsuba (
10) reaches the bottom of the hole (11) and the driving is completed, and the driving rod (
After removing the hole (8) and backfilling the removed cavity, pass the ball (12) through the base body (A) and insert its tip into the bottom of the hole (11) to make the ball (12) stand vertically. After securing this, a rapidly hardening cement solution is injected and filled into the gap between the base body (A) and the ball (12), and the cement is solidified and hardened while checking the vertical state of the ball (12). (
A) and the ball (12) are integrated with the concrete body (13), and the excavated hole (11) is not backfilled with soil, or if necessary, the hole (II) is also filled with soil. A method of constructing a base body (A) for a ball, characterized by injecting and filling a hard cement solution to further strengthen the concrete body (13).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9689883A JPS59224727A (en) | 1983-06-02 | 1983-06-02 | Foundation for pole and its construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP9689883A JPS59224727A (en) | 1983-06-02 | 1983-06-02 | Foundation for pole and its construction |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS59224727A true JPS59224727A (en) | 1984-12-17 |
JPS6256295B2 JPS6256295B2 (en) | 1987-11-25 |
Family
ID=14177188
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP9689883A Granted JPS59224727A (en) | 1983-06-02 | 1983-06-02 | Foundation for pole and its construction |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS59224727A (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8407956B2 (en) * | 2009-09-18 | 2013-04-02 | Rodney Smith | Wall panel with extended integral post |
US8607518B2 (en) * | 2010-09-16 | 2013-12-17 | Rodney I. Smith | Wall panel with extended integral post |
US10060087B2 (en) | 2016-02-23 | 2018-08-28 | Easi-Set Worldwide | Fully adjustable suspended post and panel modules and installation methods |
-
1983
- 1983-06-02 JP JP9689883A patent/JPS59224727A/en active Granted
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8407956B2 (en) * | 2009-09-18 | 2013-04-02 | Rodney Smith | Wall panel with extended integral post |
US8607518B2 (en) * | 2010-09-16 | 2013-12-17 | Rodney I. Smith | Wall panel with extended integral post |
US10060087B2 (en) | 2016-02-23 | 2018-08-28 | Easi-Set Worldwide | Fully adjustable suspended post and panel modules and installation methods |
Also Published As
Publication number | Publication date |
---|---|
JPS6256295B2 (en) | 1987-11-25 |
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