JPH0393836U

JPH0393836U -

Info

Publication number: JPH0393836U
Application number: JP188390U
Authority: JP
Priority date: 1990-01-12
Filing date: 1990-01-12
Publication date: 1991-09-25

Description

[Brief explanation of the drawing]

第１図素堀定規を使用して素堀開始直前の作
用説明図で１はその中心線、２は定規本体、３は
束石基礎の中心点。４水糸、５位置を示す遣形の
垂直線。６は遣形ぬき（水貫）、７は遣形杭、８
は素堀定規固定用のピン穴、第２図は素掘用定（
錠）規の平（面）面図で１はその中心線、２は定
規本体、８は地面に定規を固定するピン穴。第３
図コンクリート製手掛用くぼみ付きの束石の斜
視図、第４図同上の束石を据える作用図で共に
ａは束石駆体、ｂは手掛け用くぼみ、ｃは割栗石
地形断面、ｄは目潰し砂利、ｇ地盤線、第５図
型枠を倒立させて底部を上とし、コンクリートを
充填し終つた作用中の型枠斜視図、うちａは束石
底面、ｅ型枠本体、ｆは手掛穴型、ｈは穴型の止
め金、Ｌ，ｂは水平な台盤。第６図型枠の断面
図、第７図は手掛用穴型を正面にした型枠側面図
で共にｅは枠本体ｆは手掛穴型、ｈはその止め金
。第８図の右半分は第６図の型枠断面の、左半分
は第７図型枠側面図の夫々拡大図である。第９図
と第１０図は羽子板ボルトを埋立た束石の場合の
型枠頭部の側面の一部と羽子板ボルト差込部分の
拡大断面図とその斜視図である。ｋは羽子板ボル
トの羽子板の差込穴、ｊはそのガイド、ｉは型枠
の把手。此の型枠の場は厚さ１２cmのブロツク様
のものを２個台盤上にｊの巾をとつてならべ之に
枠を倒立させ、内部から、あらかじめ羽子板ボル
トの羽子板（の）（根）（を）をその附根で少し
曲げて差込穴へ（通す）差し通す。後のコンクリ
ートの充填その他は先程の型枠の場合と同じ。 Figure 1: An explanatory diagram of the action of using a plain moat ruler just before starting the plain moat. 1 is its center line, 2 is the ruler body, and 3 is the center point of the bundled stone foundation. 4 Suito, 5 Vertical line of kegata indicating position. 6 is keikata nuki (mizunuki), 7 is keikata pile, 8
Figure 2 shows the pin hole for fixing the bare trench ruler.
In the plan view of the ruler, 1 is its center line, 2 is the ruler itself, and 8 is the pin hole that fixes the ruler to the ground. Third
Figure 4: A perspective view of a concrete bundling stone with a recess for handholding, Figure 4. In the action diagram for installing the same bundling stones above, in both figures, a is the bundling stone drive body, b is the hollow for handholding, c is a cross section of the split stone topography, and d is Crushed gravel, g ground line, Figure 5
A perspective view of the formwork in action after it has been filled with concrete, with the formwork turned upside down with the bottom facing upwards, where a is the bottom of the pile stones, e is the formwork body, f is the hand hole type, and h is the stop for the hole type. Gold, L, and b are horizontal bases. Fig. 6 is a sectional view of the formwork, and Fig. 7 is a side view of the formwork with the hand hole mold in front. The right half of FIG. 8 is an enlarged view of the cross section of the formwork shown in FIG. 6, and the left half is an enlarged view of the side view of the formwork shown in FIG. 7. FIGS. 9 and 10 are an enlarged sectional view and a perspective view of a part of the side surface of the head of the formwork and a part where the battledore bolts are inserted in the case where the battledore bolts are made of reclaimed stone. k is the insertion hole in the battledore for the battledore bolt, j is its guide, and i is the handle of the formwork. For this formwork, two 12cm thick block-like pieces are lined up on a base board with a width of J, and the frames are placed upside down, and from the inside, the battledore (root) of the battledore bolts are inserted in advance. Bend it slightly at its base and insert it into the insertion hole. The subsequent concrete filling and other steps are the same as for the formwork earlier.

Claims

[Scope of claim for utility model registration] (1) Center line as a ruler for the positioning of independent foundations and floor bundle stone foundations in the construction of new buildings, extensions, renovations, repairs, etc. (hereinafter simply referred to as construction work) ,
Ruler with dimension scale and level. (2) A one-piece punching form for producing stationary concrete bundle stones with recesses for hand work on their four or opposite sides as independent foundations and floor bundle stones in construction work. .