JPH0571130A - Laying down method for bundled stone - Google Patents

Laying down method for bundled stone

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Publication number
JPH0571130A
JPH0571130A JP30860991A JP30860991A JPH0571130A JP H0571130 A JPH0571130 A JP H0571130A JP 30860991 A JP30860991 A JP 30860991A JP 30860991 A JP30860991 A JP 30860991A JP H0571130 A JPH0571130 A JP H0571130A
Authority
JP
Japan
Prior art keywords
stones
bundled
rod
horizontal
bundle
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
JP30860991A
Other languages
Japanese (ja)
Inventor
Hitoshi Mori
仁 森
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 JP30860991A priority Critical patent/JPH0571130A/en
Publication of JPH0571130A publication Critical patent/JPH0571130A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To hang up and to lay down plural bundled stones at once. CONSTITUTION:Many bundled stones 1 are fixed to the lateral lever 6 of a hanging lever 5 composed of a longitudinal lever 7 and the lateral lever 6, and the end of a branch rope 4 is connected to the hanging lever 5. In addition, the branch rope 4 is connected to the hoisting rope 3 of a crane 2, and hanged up on the hanging lever 5 by the crane 2 to lay down the plural bundled stones 1 on the fixed ground 12 at the same time. Thus, the many bundled stones are laid clown at once with their laying down spaces kept accurately in longitudinal and lateral directions to reduce labor and further to remove excessive burden from a worker. In addition, the longitudinal axial centers of the bundled stone and of a bundled wood are made to mutually coincide to prevent the subsidence of a floor and further to make the length of the bundled wood the same.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は建築物の床を支持する束
石の布設方法に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of laying slabs for supporting a floor of a building.

【0002】[0002]

【従来の技術】従来、束石の布設は、地盤にくぼみを個
々に作り、束石を布設位置に運搬し、更に、束石の縦、
横方向の布設間隔、布設高さ、傾き、全体の布設通りを
測りながら全ての施工を人力でしていたものである。
2. Description of the Related Art Conventionally, in the laying of boulders, the depressions are individually made in the ground, and the boulders are transported to the laying position.
All the construction work was done manually by measuring the horizontal laying interval, laying height, inclination, and the entire laying street.

【0003】多数の束石を上記のように個々に施工する
には、多くの時間と労働者に過剰の負担をかける。更
に、束石とその上に立設する束木の縦軸心が一致しにく
く、束石に偏心応力が常時作用し、束石が自然に傾くた
め、束石の上面が非水平面となり、結果的に床が沈下す
る。更に、束石の布設高さが一様にならないため、束木
の長さを個々に揃えなければならない欠点があった。
The individual application of a large number of slabs as described above requires a lot of time and an excessive burden on workers. Furthermore, it is difficult to match the vertical axis of the bundle stone with the vertical axis of the bundle tree standing on it, and the eccentric stress always acts on the bundle stone, and the bundle stone naturally tilts, so that the upper surface of the bundle stone becomes a non-horizontal surface. The floor sinks. Further, since the laying height of the bundle stones is not uniform, there is a drawback that the lengths of the bundle stones have to be made uniform.

【0004】[0004]

【発明が解決しようとする課題】従来、束石布設にあっ
ては、手堀りで地盤にくぼみを個々に作り、布設する束
石の縦、横方向の間隔、束石の布設方向、高さ、及び隣
接、束石との布設、通りを個々に測りながら布設するた
め迅速な施工ができない。
Conventionally, in laying slabs, indentations are made individually in the ground by hand-digging, and the vertical and horizontal intervals of the slabs to be laid, the laying direction of the slabs, and the height of the bunches. In addition, it is not possible to install quickly because it is installed adjacently, with bunches, and while measuring the streets individually.

【0005】又、束石布設を個々にするため、施工時間
が多くなり、労働者に過剰な負担をかける。
Further, since the slabs are laid individually, the construction time is long and the worker is overloaded.

【0006】更に、個々に布設するため、布設された束
石の通りが揃わないため束石とその上に立設する束木の
縦軸心が一致しない場合、束石に偏心応力が常時作用
し、束石が傾くため、床の沈下を招く。
Further, because the bundles are laid individually, the streets of the piles laid are not aligned, and when the vertical axes of the bundles and the bundles standing upright do not match, eccentric stress always acts on the bundles. However, the stack stones are tilted, causing the floor to sink.

【0007】又、束石布設を個々に施工するため、束石
上面の高さが一定しないから束木の長さを個々に対応し
なければならず標準化ができない。
Further, since the bunches are laid individually, the height of the top surface of the bunches is not constant and the lengths of the bunches must be individually adapted, which cannot be standardized.

【0008】本発明は、クレーン、捲き上げロープに接
続する分岐ロープを多数の束石を固定した吊り桿に接続
し、吊り桿をクレーンで吊り上げ、予め、輾圧造成した
地盤上の布設位置に束石を同時に布設する、束石の布設
方法を提供することを目的としている。
According to the present invention, a crane and a branching rope for connecting to a hoisting rope are connected to a suspension rod on which a large number of bunds are fixed, and the suspension rod is suspended by a crane, and the suspension rod is preliminarily installed at a laying position on the ground. It is an object of the present invention to provide a method of laying a boulder, in which the bunch is laid at the same time.

【0009】[0009]

【課題を解決するための手段】上記、目的を達成するた
め、束石の縦、横布設間隔を標準化し、整地された地盤
を、束石を布設する縦或は横方向の間隔に合わせ、輾圧
機を使い、帯状に連続輾圧し、布設地盤を造成する。
[Means for Solving the Problems] In order to achieve the above-mentioned object, the vertical and horizontal laying intervals of the slabs are standardized, and the ground leveled is adjusted to the vertical or horizontal intervals for laying the slabs, Using a consolidator, continuous consolidating in a strip shape creates a laid ground.

【0010】束石の上面、中心にインサートを埋設し、
横桿に設けられたボルト通孔とインサートのネジ孔を合
わせ、通孔からボルトをネジ孔に挿入螺合し、束石を横
桿下面に固定する。
An insert is embedded in the center of the upper surface of the boulder,
The bolt through hole provided in the horizontal rod and the screw hole of the insert are aligned, the bolt is inserted and screwed into the screw hole from the through hole, and the bundle stone is fixed to the lower surface of the horizontal rod.

【0011】吊り桿は、複数の横桿と、左右の縦桿から
構成され、横桿には、束石を布設する横方向間隔に合わ
せた複数の束石を固定するボルト用通行、或はネジ孔が
設けられ、更に、横桿は、束石の縦方向の布設間隔に合
わせ、左右の縦桿に梯子状に接続固定されている。
The suspension rod is composed of a plurality of horizontal rods and left and right vertical rods, and the horizontal rods are used for bolts for fixing a plurality of bundle stones in accordance with a horizontal interval for laying the pile stones. Screw holes are provided, and the horizontal rods are connected and fixed in a ladder shape to the left and right vertical rods in accordance with the vertical laying intervals of the bundle stones.

【0012】束石の布設する縦、横間隔は、吊り桿を構
成する横桿に、束石を固定した時点で決められ、そのま
ま多数の束石は同時に地盤上に布設することができる。
The vertical and horizontal intervals for laying the stones are determined when the stones are fixed to the horizontal rods that form the hanging rods, and a large number of stones can be laid simultaneously on the ground.

【0013】上記のように多数の束石を横桿に固定した
吊り桿に、分岐ロープを接続し、更に、分岐ロープは捲
き上げロープに接続し、クレーンで吊り上げ、クレーン
アームを所定の布設地盤に廻し、多数の束石を同時に布
設される。
As described above, a branch rope is connected to a suspension rod in which a large number of bunk stones are fixed to a horizontal rod, and the branch rope is connected to a hoisting rope and hoisted by a crane, and a crane arm is laid on a predetermined ground. And a large number of bundle stones are laid at the same time.

【0014】[0014]

【作用】束石を布設する地盤は輾圧機使用により、連続
的に帯状に輾圧造成する。
[Operation] The ground on which slabs are laid is continuously band-shaped by using a pressure machine.

【0015】束石の縦、横布設間隔は、吊り桿を構成す
る横桿下面にボルトで固定する時点で決められる。更
に、多数の束石の布設は、吊り桿に束石が固定され、同
時に地盤に布設されるから、布設間隔、高さ、或は、各
通りが正確にできる。したがって、束石と束木の縦軸心
を同一にできる。
The vertical and horizontal laying intervals of the bundle stones are determined when they are fixed to the lower surface of the horizontal rod which constitutes the suspension rod with bolts. Further, when laying a large number of bunches, the bunches are fixed to the suspension rod and laid on the ground at the same time, so that the laying intervals, heights, or each way can be accurately set. Therefore, the vertical axis of the bundle stone and the bundle tree can be made the same.

【0016】吊り桿の横桿に固定された多数の束石をク
レーンで一度に吊り上げ布設できる。したがって迅速な
布設施工ができる。
A large number of bundle stones fixed to the horizontal rod of the suspension rod can be suspended and laid by a crane at one time. Therefore, quick installation work can be performed.

【0017】[0017]

【実施例】実施例について図面を参照して説明すると、
図1は、多数の束石(1)をクレーン(2)を使い、一
度に吊り上げる本発明の構成要旨を示すもので、(3)
は捲き上げロープ、(4)は捲き上げロープ(3)と、
吊り桿(5)を接続する分岐ロープ、(6)は、束石
(1)を固定する複数の横桿、(7)は、横桿(6)の
両端を接続する縦桿、(8)は、束石(1)を横桿
(6)に固定するボルト(9)は、束石(1)上面(1
0)に埋設されたネジ孔(11)を設けたインサート、
(12)は、束石(1)を布設する帯状に連続輾圧され
た地盤である。
EXAMPLES Examples will be described with reference to the drawings.
FIG. 1 shows the outline of the configuration of the present invention in which a large number of piles of stones (1) are lifted at once using a crane (2).
The hoisting rope, (4) is the hoisting rope (3),
A branch rope connecting the hanging rod (5), (6) a plurality of horizontal rods for fixing the bund (1), (7) a vertical rod connecting both ends of the horizontal rod (6), (8) Is a bolt (9) for fixing the bundle stone (1) to the horizontal rod (6).
Insert provided with a screw hole (11) embedded in 0),
(12) is the ground continuously squeezed in the shape of a strip on which the boulder (1) is laid.

【0018】束石(1)の形状は、例えば、正方体、長
方体、方尖体、或は、円柱体等から選択され、コンクリ
ートを材料として、コンクリート工場で、流し込み、或
は即時脱型方式或は、プラスチック捨て型枠により製造
される。
The shape of the boulder (1) is selected from, for example, a rectangular parallelepiped, a rectangular parallelepiped, a pyramidal body, or a columnar body, and the concrete is used as a material for pouring or immediate demolding. Manufactured by a method or a plastic waste form.

【0019】又、束石(1)の上面(10)中心に、図
2、3のように横桿(6)下面(13)に束石(1)を
固定するボルト(8)用インサート(9)が埋設されて
いる。又、上面(10)には、横桿(6)巾に合わせた
平くぼみ(14)をインサート(9)を中心に縦横十字
形に設け、更に、底面(21)中央に、束石(1)を固
定した吊り桿(5)或は、横桿(6)を直上に積み重ね
る場合に、ボルト(8)頭部が入る、くぼみ(22)を
設けることができる。
Further, as shown in FIGS. 2 and 3, at the center of the upper surface (10) of the pile (1), an insert for a bolt (8) for fixing the pile (1) to the lower surface (13) of the horizontal rod (6) ( 9) is buried. Further, the upper surface (10) is provided with a flat recess (14) matching the width of the horizontal rod (6) in a vertical and horizontal cross shape centering on the insert (9), and further, at the center of the bottom surface (21), a slab (1). ), The hanging rod (5) or the horizontal rod (6) can be provided with a recess (22) into which the head of the bolt (8) is inserted when the rod is stacked directly on top.

【0020】この平くぼみ(14)の巾に横桿(6)の
巾を合わせ、横桿(6)に設けられた対応するボルト
(8)通孔(15)と、インサート(9)ネジ孔(1
1)を合わせ、ボルト(8)を挿入螺合固定することに
より、多数の束石(1)方向を揃えることができる。こ
の場合、横桿(6)に、例えば図3のように角鋼管のよ
うな中空断面の材料を選択し、通孔(15)を設ける場
合、ボルト(8)の脱落を防ぐため、上、下両壁或は、
一方の壁の通孔(15)をネジ孔に替えることができ
る。或は、横桿(6)とボルト(8)を鎖で結ぶことが
できる。
The width of the horizontal rod (6) is matched with the width of the flat recess (14), and the corresponding bolt (8) through hole (15) provided in the horizontal rod (6) and the insert (9) screw hole. (1
By aligning 1) and inserting and fixing the bolts (8), a large number of bundle stones (1) can be aligned. In this case, when a material having a hollow cross section such as a square steel pipe is selected for the horizontal rod (6) as shown in FIG. 3 and a through hole (15) is provided, in order to prevent the bolt (8) from falling off, Both lower walls or
The through hole (15) in one wall can be replaced with a screw hole. Alternatively, the horizontal rod (6) and the bolt (8) can be connected by a chain.

【0021】吊り桿(5)は図5のように複数の横桿
(6)と、左右の縦桿(7)から構成され、横桿(6)
には下面(13)に束石(1)を固定するボルト(8)
通孔(15)或はネジ孔が、布設する束石(1)の横方
向間隔に合わせ図3、4のように横桿(6)に垂直に設
けられている。又、吊り桿(5)は前記の他、横桿
(6)一本で構成し、複数の束石(1)を前記のように
固定することができる。(図示しない。)
As shown in FIG. 5, the suspension rod (5) is composed of a plurality of horizontal rods (6) and left and right vertical rods (7).
Bolts (8) for fixing the bund (1) to the lower surface (13)
A through hole (15) or a screw hole is provided vertically to the horizontal rod (6) as shown in FIGS. 3 and 4 in accordance with the horizontal interval of the bundle stone (1) to be laid. In addition to the above, the suspension rod (5) is composed of a single horizontal rod (6), and a plurality of bundle stones (1) can be fixed as described above. (Not shown)

【0022】又、横桿(6)の間隔は、布設する束石
(1)の縦方向間隔に合わせ設けられている。(束石
(1)の縦、横間隔は、通常91cm或は、100cm
に標準化されている。) 一方、縦桿(7)は図5のように複数の横桿(6)の左
右両端を接続固定している。又、縦桿(7)横桿(6)
交叉部(16)は同一面に揃え接続する他、上、下に重
ね接続できる。
Further, the intervals between the horizontal rods (6) are set in accordance with the intervals in the longitudinal direction of the bundle stones (1) to be laid. (The vertical and horizontal intervals of the bunch stone (1) are usually 91 cm or 100 cm.
Has been standardized. On the other hand, the vertical rod (7) connects and fixes the left and right ends of the plurality of horizontal rods (6) as shown in FIG. In addition, vertical rod (7) horizontal rod (6)
The intersecting portions (16) can be connected to be aligned on the same plane, or can be overlapped on the upper and lower sides.

【0023】又、吊り桿(5)の保管、運搬効率を高め
るため、縦桿(7)横桿(6)に継手を設け、折りたた
み或は、組立てすることができる。
Further, in order to improve the storage and transportation efficiency of the hanging rod (5), the vertical rod (7) and the horizontal rod (6) can be provided with a joint and can be folded or assembled.

【0024】横桿(6)、縦桿(7)は、角鋼管、みぞ
形鋼、等辺或は、不等辺山形鋼等、軽量かつ、曲げ耐力
の大きい材料から選択され、特に横桿(6)には束石
(1)が、通常91cm或は、100cm位の間隔で複
数固定されるため、その曲げ荷重に十分耐え得る強度が
要求される。又、標準化された以外の間隔に束石(1)
を固定する場合には、その位置に対応する通孔(1
5)、或はネジ孔を設ければよい。
The horizontal rods (6) and the vertical rods (7) are selected from materials having a large bending resistance, such as square steel pipes, grooved steels, equilateral or unequal helix steels, and particularly, the horizontal rods (6). Since a plurality of boulders (1) are usually fixed at an interval of about 91 cm or 100 cm, it is required to have sufficient strength to withstand the bending load. Also, slabs (1) at intervals other than standardized
When fixing the, the through hole (1
5), or screw holes may be provided.

【0025】分岐ロープ(4)にはワイヤーロープが使
用され図1のように吊り桿(5)を構成する横桿(6)
或は、縦桿(7)に接続し、束石(1)を吊り上げた場
合、吊り桿(5)が常時水平を維持するように複数のロ
ープで構成され、クレーン(2)アームに接続する捲き
上げロープ(3)に接続している。
A wire rod is used for the branch rope (4), and a horizontal rod (6) constitutes a suspension rod (5) as shown in FIG.
Alternatively, when connecting the vertical rod (7) and hoisting the stack stone (1), the hanging rod (5) is composed of a plurality of ropes so that it is always horizontal, and is connected to the crane (2) arm. It is connected to the hoisting rope (3).

【0026】又、分岐ロープ(4)と、吊り桿(5)の
接続は着脱自在にする他、固定することができる。(図
示しない。) 更に、分岐ロープ(4)と捲き上げロープ(3)の接続
は、通常捲き上げロープ(3)先端をフック(17)に
して分岐ロープ(4)にかけ止めるようにする方が至便
である。
Further, the connection between the branch rope (4) and the suspension rod (5) can be fixed as well as being detachable. (Not shown.) Furthermore, in connection with the branch rope (4) and the hoisting rope (3), it is usually better to use the hook (17) at the end of the hoisting rope (3) and hang it on the branch rope (4). It's convenient.

【0027】束石(1)は、縦桿(7)、横桿(6)か
ら構成される吊り桿(5)に固定され、そのまま布設さ
れるから、布設位置及び高さを正確にできるため、束石
(1)上面(10)に立設する束木(18)との縦軸心
を一致し、束石(1)に偏心応力の作用を防ぐことがで
きる。更に、従来のように束木(18)の長さを個々の
束石(1)布設高さに合わせる必要がなく、同一長さの
束木(18)を使用できるので標準化できる。
Since the bundle stone (1) is fixed to the suspension rod (5) composed of the vertical rod (7) and the horizontal rod (6) and is laid as it is, the laying position and height can be accurately adjusted. It is possible to prevent the action of eccentric stress on the bundle stone (1) by aligning the vertical axis with the bundle tree (18) standing on the upper surface (10) of the bundle stone (1). Furthermore, it is not necessary to adjust the length of the stack (18) to the laying height of each bundle (1) as in the conventional case, and since the bundle of the same length (18) can be used, standardization is possible.

【0028】本発明を実際に施すには、クレーン(2)
で吊られた吊り桿(5)を仮置きされた束石(1)上に
配し、束石(1)上面(10)の平くぼみ(14)と横
桿(6)の巾を合わせると共に、束石(1)のインサー
ト(9)ネジ孔(11)と横桿(6)の適応する通孔
(15)或は、ネジ孔を合わせ、通孔(15)或は、ネ
ジ孔からボルト(8)を挿入螺合固定する。
To actually apply the present invention, the crane (2) is used.
The suspension rod (5) hung on the above is placed on the temporarily placed bundle stone (1), and the widths of the flat recess (14) and the horizontal rod (6) on the upper surface (10) of the pile stone (1) are matched. , The insert (9) of the bund (1), the through hole (15) or the screw hole (11) to which the horizontal rod (6) is adapted, or the screw holes are aligned, and the through hole (15) or the screw hole is used for bolting. (8) is inserted and fixed by screwing.

【0029】吊り桿(5)の横桿(6)平面(13)に
束石(1)固定し、吊り上げ布設地盤(12)上にクレ
ーン(2)アームを廻し、予め、布基礎(24)内地盤
(12)上に張られた布設基準水糸(19)に図1、7
のように外側、束石(1)の外側、側面(20)を合わ
せ、予め、輾圧された地盤(12)に除々に下げ、着地
と共に横桿(6)のボルト(8)を束石(1)から除去
する。
The pile (1) is fixed to the horizontal rod (6) plane (13) of the hanging rod (5), the crane (2) arm is turned on the hoisting installation ground (12), and the cloth foundation (24) is preliminarily set. The laying reference water thread (19) stretched on the inner ground (12) is shown in Figs.
The outer side, the outer side of the pile stone (1), and the side surface (20) are aligned, and gradually lowered to the ground (12) that has been compressed in advance, and the bolt (8) of the horizontal rod (6) is bundled together with the landing. Remove from (1).

【0030】束石(1)を布設する輾圧した地盤(1
2)上に束石(1)の安定を図るため、モルタル(2
3)或は、コンクリートを予め、敷き均し、硬化するま
での間に、束石(1)を布設することもできる。
The soil under pressure (1) for laying the boulders (1)
2) In order to stabilize the slab (1) on top, mortar (2
3) Alternatively, the slabs (1) can be laid before the concrete is spread and leveled and hardened.

【0031】又、予め、吊り桿(5)の上に重量物を載
荷するか、吊り桿(5)その物を重く作り、その重量を
利用し、束石(1)を地盤(12)或は、敷きモルタル
(23)にめり込ませ布設することができる。又各束石
(1)が地盤(12)或は、敷きモルタル(23)上に
布設された後に、吊り桿(5)上部に振動を与え、束石
(1)を地盤(12)にめり込ませ布施することができ
る。この場合敷きモルタル(23)は束石(1)底面
(21)くぼみ(22)に侵入し、束石(1)の水平ず
れを防ぐことができる。
In addition, a heavy object is loaded on the suspension rod (5) in advance, or the suspension rod (5) is made heavy, and the weight is used to make the bundle stone (1) into the ground (12) or Can be laid down by being embedded in the mortar (23). Moreover, after each bundle stone (1) is laid on the ground (12) or the floor mortar (23), vibration is given to the upper part of the suspension rod (5) so that the bundle stone (1) is set on the ground (12). It can be applied and applied. In this case, the spread mortar (23) can enter the bottom surface (21) of the slab (1) and the depression (22) to prevent the slab (1) from shifting horizontally.

【0032】本発明は、多数の束石(1)を横桿(6)
に直接固定したことを特長とし、更に、吊り桿(5)を
クレーン(2)で吊り上げ一度に布設するものであり、
従来方法のように束石(1)を個々に布設する方法と異
なる特長がある。又、トラックに積載した束石(1)を
固定した複数の吊り桿(5)をトラック上から、一枚づ
つクレーン(19)を使い、吊り上げ直接地盤(12)
上に布設することができる。
In the present invention, a large number of bundle stones (1) are attached to a horizontal rod (6).
It is characterized in that it is fixed directly to the. Furthermore, the suspension rod (5) is hung by the crane (2) and laid at once.
It has a feature that is different from the conventional method of individually laying the stones (1). In addition, a plurality of suspension rods (5) fixed with a pile of stones (1) loaded on a truck are lifted directly from the truck using a crane (19) to directly ground (12).
Can be laid on top.

【0033】予め、吊り桿(5)に束石(1)を現場以
外、例えばコンリート工場等で固定し、現場に搬入、吊
り上げ布設し、現場工数を低減できる。
The bundle stone (1) is fixed to the suspension rod (5) in advance at a place other than the site, for example, in a conrete factory, etc., and it is carried in the site and hung up and laid, and the number of site man-hours can be reduced.

【0034】[0034]

【発明の効果】本発明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。
Since the present invention is configured as described above, it has the following effects.

【0035】多数の束石(1)を吊り桿(5)を構成す
る横桿(6)に、束石(1)の布設横間隔に合わせ固定
し、更に、横桿(6)間隔を縦方向の束石(1)布設間
隔に合わせ、縦桿(7)に接続するから、束石(1)の
縦、横間隔を正確に布設できる。したがって施工品質に
優れる束石(1)の布設ができる。
A large number of bundle stones (1) are fixed to a horizontal rod (6) which constitutes a suspension rod (5) in accordance with the laying horizontal distance of the bundle stone (1), and further the horizontal rod (6) is vertically spaced. Since it is connected to the vertical rod (7) in accordance with the laying interval of the bundle stone (1) in the direction, the vertical and horizontal gaps of the bundle stone (1) can be accurately laid. Therefore, it is possible to lay a bundle stone (1) having excellent construction quality.

【0036】多数の束石(1)を吊り桿(5)に固定
し、クレーン(2)を使い一度に吊り上げ、一度に布設
できるから、労働力を削減し、労働者に過剰の負担をか
けず、しかも迅速な施工ができる。
Since a large number of bunk stones (1) can be fixed to the suspension rod (5) and can be hung at once by using the crane (2) and laid at one time, the labor force can be reduced and the worker is overloaded. No, and quick construction is possible.

【0037】束石(1)を正確な位置及び、布設高さを
一様に揃えて布設できるから、束石(1)と束木(1
8)の縦軸心を同一にできるため、偏心応力の作用を防
ぎ、床の沈下を防止できる。又、束石(1)の布設高さ
を一様の高さにできるから、束木(18)の長さを同一
にし、標準化できる。
Since the bundle stone (1) can be laid with the exact position and the installation height uniformly arranged, the bundle stone (1) and the bundle tree (1)
Since the vertical axis of 8) can be made the same, the action of eccentric stress can be prevented and the sinking of the floor can be prevented. Moreover, since the erected height of the bundle stone (1) can be made uniform, the length of the bundle tree (18) can be made uniform and standardized.

【0038】束石(1)を布設する間隔に合わせ、輾圧
機を使い帯状に連続輾圧するから、従来のように個々の
くぼみを作る必要がなく、迅速に布設地盤(12)を造
成できる。
Since the slabs (1) are laid according to the intervals of laying and continuous squeezing is performed in a belt-like manner using a squeezing machine, it is not necessary to form individual depressions as in the conventional case, and the laying ground (12) can be quickly constructed.

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

【図1】本発明の構成要旨を示す図である。FIG. 1 is a diagram showing a summary of the configuration of the present invention.

【図2】束石の上面を示す平面図である。FIG. 2 is a plan view showing an upper surface of a bundle stone.

【図3】横桿に束石を固定した断面図である。FIG. 3 is a cross-sectional view in which a bundle stone is fixed to a horizontal rod.

【図4】横桿に束石を固定した要部平面図である。FIG. 4 is a plan view of a main part in which a bundle stone is fixed to a horizontal rod.

【図5】吊り桿の平面図である。FIG. 5 is a plan view of a suspension rod.

【図6】束石上面に束木を立設した要部断面図である。FIG. 6 is a cross-sectional view of an essential part in which a bunch is erected on the top of the bund.

【図7】布設束石と布設基準水糸の関係を示す平面図で
ある。
FIG. 7 is a plan view showing a relationship between a laid bund stone and a laid standard water thread.

【符号の説明】[Explanation of symbols]

1 束石 2 クレーン 3 捲き上げロープ 4 分岐ロープ 5 吊り桿 6 横桿 7 縦桿 8 ボルト 9 インサート 10 上面 11 ネジ孔 12 地盤 13 下面 14 平くぼみ 15 通孔(ネジ孔) 16 交叉部 17 フック 18 束木 19 布設基準水糸 20 側面 21 底面 22 くぼみ 23 モルタル(コンクリート) 24 布基礎 1 Bundle Stone 2 Crane 3 Hoisting Rope 4 Branching Rope 5 Suspension Rod 6 Horizontal Rod 7 Vertical Rod 8 Bolt 9 Insert 10 Upper Surface 11 Screw Hole 12 Ground 13 Lower Surface 14 Flat Recess 15 Through Hole (Screw Hole) 16 Crossover 17 Hook 18 Bundling 19 Laying standard water thread 20 Side 21 Bottom 22 Cavity 23 Mortar (concrete) 24 Fabric foundation

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 クレーン(2)捲き上げロープ(3)に
接続する分岐ロープ(4)端部を、吊り桿(3)に接続
し、更に、横桿(6)の通孔(15)と束石(1)に埋
設されたインサート(9)のネジ孔(11)を合わせ、
通孔(15)からボルト(8)を挿入螺合し、横桿
(6)下面(13)に束石(1)を固定し、吊り桿
(5)をクレーン(2)で吊り上げ、所定の地盤(1
2)に布設する構成を特長とする。束石の布設方法。
1. An end of a branch rope (4) connected to a crane (2) hoisting rope (3) is connected to a suspension rod (3), and a through hole (15) of a horizontal rod (6) is further provided. Align the screw holes (11) of the insert (9) embedded in the bundle stone (1),
The bolt (8) is inserted and screwed through the through hole (15), the bundle stone (1) is fixed to the lower surface (13) of the horizontal rod (6), and the suspension rod (5) is lifted up by the crane (2). Ground (1
The feature is that it is installed in 2). How to lay a bunch of stones.
JP30860991A 1991-09-12 1991-09-12 Laying down method for bundled stone Pending JPH0571130A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP30860991A JPH0571130A (en) 1991-09-12 1991-09-12 Laying down method for bundled stone

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP30860991A JPH0571130A (en) 1991-09-12 1991-09-12 Laying down method for bundled stone

Publications (1)

Publication Number Publication Date
JPH0571130A true JPH0571130A (en) 1993-03-23

Family

ID=17983106

Family Applications (1)

Application Number Title Priority Date Filing Date
JP30860991A Pending JPH0571130A (en) 1991-09-12 1991-09-12 Laying down method for bundled stone

Country Status (1)

Country Link
JP (1) JPH0571130A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021031930A (en) * 2019-08-22 2021-03-01 フクビ化学工業株式会社 Method for designing foundation structure of detached building

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021031930A (en) * 2019-08-22 2021-03-01 フクビ化学工業株式会社 Method for designing foundation structure of detached building

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