JP2804925B2 - Lower end support device of inclined support for concrete construction - Google Patents

Lower end support device of inclined support for concrete construction

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Publication number
JP2804925B2
JP2804925B2 JP33639096A JP33639096A JP2804925B2 JP 2804925 B2 JP2804925 B2 JP 2804925B2 JP 33639096 A JP33639096 A JP 33639096A JP 33639096 A JP33639096 A JP 33639096A JP 2804925 B2 JP2804925 B2 JP 2804925B2
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JP
Japan
Prior art keywords
support
screw
concrete
floor
sides
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 - Fee Related
Application number
JP33639096A
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Japanese (ja)
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JPH10159360A (en
Inventor
忠義 菅原
Original Assignee
忠義 菅原
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Priority to JP33639096A priority Critical patent/JP2804925B2/en
Publication of JPH10159360A publication Critical patent/JPH10159360A/en
Application granted granted Critical
Publication of JP2804925B2 publication Critical patent/JP2804925B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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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、コンクリート構築に使
用する壁型枠,PC板等を斜め方向に支持する傾斜サポ
ートの下端部を支持するコンクリート構築用傾斜サポー
トの下端支持装置に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for supporting a lower end of an inclined support for concrete construction which supports a lower end of an inclined support for supporting a wall form, a PC board and the like used for concrete construction in an oblique direction. .

【0002】[0002]

【従来の技術】従来のこの種のコンクリート構築用傾斜
サポートの下端支持装置は、図5に示すように、コンク
リート構築用傾斜サポート(以下、これを単にサポート
と言う。)(イ)の取付杆(ロ)をボルト・ナット
(ハ)により枢着した断面凵形の台座(ニ)の下面両側
部のボルト(ホ)に截頭円錐状端子(ヘ)の中心軸
(ト)の頂面ねじ孔をそれぞれ螺着する。
2. Description of the Related Art As shown in FIG. 5, this type of conventional lower end support device for a concrete construction tilt support is a mounting rod for a concrete construction tilt support (hereinafter simply referred to as a support) (a). The top screw of the center shaft (g) of the truncated conical terminal (f) is attached to the bolt (e) on both sides of the lower surface of the pedestal (d) with a U-shaped cross section pivotally mounted (b) with bolts and nuts (c). Screw each hole.

【0003】そして、端子(ヘ)の中心軸(ト)の突出
ねじ(チ)を床堰板(リ)の通孔に挿通しその中心軸
(ト)の突出ねじ(チ)の下方突出部に締付杆(ヌ)の
基端ねじ孔を螺着して台座(ニ)を床堰板(リ)に固定
する。
Then, a projecting screw (h) of the center shaft (g) of the terminal (f) is inserted into a through hole of the floor weir plate (g), and a downward projecting portion of the projecting screw (h) of the center shaft (g). The base (d) is fixed to the floor weir plate (g) by screwing the base screw hole of the tightening rod (g) to the base.

【0004】その後、取付杆(ロ)の先端ねじにサポー
ト(イ)の下端部を螺着し、図示してないがサポート
(イ)の上端クランプを壁型枠の横ばた材に固定して壁
型枠を支持している。
[0004] Thereafter, the lower end of the support (a) is screwed to the tip screw of the mounting rod (b), and the upper end clamp of the support (a) is fixed to the horizontal member of the wall form (not shown). Supports the wall formwork.

【0005】[0005]

【発明が解決しようとする課題】上記従来のコンクリー
ト構築用傾斜サポートの下端支持装置においては、
In the above-mentioned conventional lower end support device of the inclined support for concrete construction,

【0006】(イ) コンクリート床(ル)の天端の表
示が無いから、コンクリート床(ル)のコンクリート打
設を正確に行い難い。
(A) Since there is no indication of the top of the concrete floor (L), it is difficult to accurately cast concrete on the concrete floor (L).

【0007】(ロ) サポート(イ)の下端の支持部材
を一体化して取付け、その支持部材に高さが有って該支
持部材が鉄筋(オ)の組立てに邪魔になるから、鉄筋
(オ)の組立て終了後に上記支持部材を取付けなければ
ならなくてその取付けに手間が掛る。
(B) The support member at the lower end of the support (a) is integrally mounted, and the support member has a height, which hinders the assembly of the rebar (e). After the assembling is completed, the supporting member must be mounted, and the mounting is troublesome.

【0008】(ハ) コンクリート床(ル)の硬化後サ
ポート(イ)を取外すとき、5〜7kgもあるサポート
(イ)をくるくる回して取外すため、作業者1人ではで
きなく、2人で操作して取外さなければならなくて重労
働である。
(C) When removing the support (a) after the concrete floor (c) has hardened, the support (a), which has a weight of 5 to 7 kg, is removed by turning it around, so that it is not possible for one worker to operate it, and two people can operate it. It has to be removed and it is hard work.

【0009】(ニ) コンクリート床(ル)の硬化後サ
ポート(イ)を取外すから、サポート(イ)を回し兼ね
てサポート(イ)を折損することもある。
(D) Since the support (A) is removed after the concrete floor (R) is hardened, the support (A) may be broken while also acting as the support (A).

【0010】(ホ) サポート(イ)の下端支持部材の
取付杆(ロ)付き台座(ニ)は、コンクリート床(ル)
のコンクリート中に埋没して消耗品であるから、不経済
である。
(E) The pedestal (d) with the mounting rod (b) of the lower end support member of the support (a) is a concrete floor (d)
It is uneconomic because it is buried in concrete and is a consumable.

【0011】(ヘ) サポート(イ)がコンクリート床
(ル)のコンクリート中に入り込んでいるから、サポー
ト(イ)を回して取外すとき、サポート(イ)の上方に
位置するコンクリート床(ル)の(ワ)部のコンクリー
トが欠落してその補修に手間が掛る。
(F) Since the support (a) is in the concrete of the concrete floor (ru), when the support (a) is turned and removed, the concrete floor (ru) located above the support (a) is removed. (A) The concrete in the part is missing and it takes time to repair it.

【0012】(ト) 上記(ワ)部のコンクリートの欠
落によってコンクリート床(ル)上に多くのがらが生じ
るから、そのがら掃除が必要で手間が掛る。
(G) Since a large amount of looseness is generated on the concrete floor due to the lack of the concrete in the above-mentioned portion (a), it is necessary to clean the looseness and it is troublesome.

【0013】(チ) サポート(イ)の取外し後、その
サポート(イ)によってコンクリート床(ル)に生じた
穴と上記コンクリート床(ル)のコンクリートの欠落部
(ワ)を補修しなければならないから、多くのコンクリ
ート材料と手間が掛る。
(H) After the support (a) is removed, the hole formed in the concrete floor (l) by the support (a) and the missing portion (wa) of the concrete on the concrete floor (l) must be repaired. Therefore, it takes time and labor for many concrete materials.

【0014】(リ) 取付杆(ロ)に螺合するサポート
(イ)の下端ねじ孔にコンクリートが付着するから、そ
の付着コンクリートの除去に手間が掛る点である。
(1) Since concrete adheres to the lower end screw hole of the support (a) screwed to the mounting rod (b), it takes time to remove the adhered concrete.

【0015】[0015]

【課題を解決するための手段】本発明は、床型枠の組立
て後で鉄筋の組立て前に簡単に取付けてコンクリート床
の天端を表示し得る上に、コンクリート床のコンクリー
トやサポートを損傷することなく容易迅速に操作できて
取扱い易く、且つ、反復使用し得て経済的であり、その
上、後始末の手間が少なくて作業能率を向上するコンク
リート構築用傾斜サポートの下端支持装置を提供するこ
とを目的とする。
SUMMARY OF THE INVENTION The present invention can be easily installed to show the top of a concrete floor after assembling the floor formwork and before assembling the rebar, and damage the concrete and the support of the concrete floor. Provided is a device for supporting a lower end of an inclined support for concrete construction, which can be easily operated quickly and easily without handling, is economical because it can be used repeatedly, and has less troublesome work to clean up and improves work efficiency. The purpose is to:

【0016】すなわち、適当間隔を形成し両側の截頭円
錐状下方端子(1)の中心軸(2)の突出ねじ(3)を
床堰板(4)の通孔(5)にそれぞれ挿通してその突出
ねじ(3)の下方突出部に雌ねじ金を螺着し、上記下方
端子(1)の中心軸(2)の頂面ねじ孔(6)にセパレ
ータ(7)の一端ねじ(8)を螺着して該セパレータ
(7)の他端ねじ(9)に倒截頭円錐状上方端子(1
0)の中心軸(11)の頂面ねじ孔(12)を螺着し、
上記両側の上方端子(10)の中心軸(11)の突出ね
じ(13)にはサポート(a)の下端の取付部を設けた
台座(14)の両側通孔(15)をそれぞれ嵌合し、そ
の突出ねじ(13)の上方突出部に雌ねじ金をそれぞれ
螺着してコンクリート構築用傾斜サポートの下端支持装
置を構成し、床型枠の組立て後で鉄筋の組立て前に簡単
に取付けてコンクリート床の天端を表示し得る上に、コ
ンクリート床のコンクリートやサポートを損傷すること
なく容易迅速に操作できて取扱い易く、且つ、反復使用
し得て経済的であり、その上、後始末の手間が少なくて
作業能率を向上する目的を、床堰板上に両側の下方端子
を取付け、その両側の下方端子にセパレータを螺着して
該セパレータ上に上方端子を螺着し、上記両側の上方端
子の中心軸の突出ねじにはサポートの下端取付部付き台
座の両側通孔をそれぞれ嵌合してその突出ねじの上方突
出部に雌ねじ金を螺着することにより実現した。
That is, the protruding screws (3) of the center shaft (2) of the frusto-conical lower terminals (1) on both sides are formed at appropriate intervals and inserted into the through holes (5) of the floor dam plate (4). A female screw is screwed into the lower protruding portion of the lever protruding screw (3), and one end screw (8) of the separator (7) is inserted into the top surface screw hole (6) of the center shaft (2) of the lower terminal (1). And screwed into the other end screw (9) of the separator (7).
0) Screw the top screw hole (12) of the central axis (11),
The projecting screws (13) of the central shaft (11) of the upper terminals (10) on both sides are respectively fitted with through holes (15) of a pedestal (14) provided with a mounting portion at the lower end of the support (a). A female screw is screwed into the upper projecting portion of the projecting screw (13) to form a lower end support device of the inclined support for concrete construction, and is easily attached after the floor form is assembled and before the reinforcing bar is assembled. In addition to being able to display the top of the floor, it can be operated quickly and easily without damaging the concrete and the support of the concrete floor, and can be used repeatedly, and is economical. For the purpose of improving work efficiency with less, the lower terminals on both sides are mounted on the floor dam plate, the separator is screwed to the lower terminals on both sides, the upper terminal is screwed on the separator, and the upper Projection of center axis of terminal It was achieved by screwing the internal thread gold upward protruding portion of the protruding screw fitted support of the lower mounting portion with pedestal bilateral holes respectively Flip.

【0017】[0017]

【実施例】図1乃至図4は、本発明の一実施態様を示
し、その構成を図面について説明すれば、(1)は截頭
円錐状の下方端子で、その中心軸(2)の下方に突出ね
じ(3)を形成して頂面にねじ孔(6)を設ける。
(7)はセパレータで、両端部にねじ(8),(9)を
設けると共に、そのねじ(8),(9)の基端にはスト
ッパ(16),(17)をそれぞれ形成する。(10)
は倒截頭円錐状の上方端子で、その中心軸(11)の下
方頂面にねじ孔(12)を設けて上方に突出ねじ(1
3)を形成する。(18)はセパーレータ支持具で、エ
形に形成してその上下片の両側部に通孔(19)を穿
つ。
1 to 4 show an embodiment of the present invention. Referring to the drawings, (1) is a frusto-conical lower terminal, which is located below its central axis (2). And a screw hole (6) is provided on the top surface.
A separator (7) is provided with screws (8) and (9) at both ends, and stoppers (16) and (17) are formed at the base ends of the screws (8) and (9), respectively. (10)
Is an upper terminal having a truncated conical shape, which is provided with a screw hole (12) on the lower top surface of its central axis (11) to protrude upward.
Form 3). (18) is a separator support, which is formed in an E shape and has through holes (19) on both sides of the upper and lower pieces.

【0018】(14)は短冊状台座で、両側部に通孔
(15)を穿って一側端部は斜め外側上方へ突出(2
0)させ、該突出片(20)の先端部上にはサポート取
付部材の凵形受台(21)を設ける。(22)は先端部
にねじ(23)を形成したサポート取付杆で、基部を凵
形受台(21)内に嵌合して軸杆(24)により枢着す
る。
Reference numeral (14) denotes a strip-shaped pedestal having through holes (15) formed on both sides and one end protruding diagonally outward and upward (2).
0), and a U-shaped pedestal (21) of a support mounting member is provided on the tip of the protruding piece (20). Reference numeral (22) denotes a support mounting rod having a screw (23) formed at the distal end. The base is fitted into the U-shaped pedestal (21) and pivoted by the shaft rod (24).

【0019】(25)は締付杆で、基端面中心にねじ孔
(26)を設けて先端部にねじ(27)を形成する。
(28)は締付杆(25)の先端ねじ(27)に中心孔
を嵌合する押え座金、(29)は締付杆(25)の先端
ねじ(27)に螺合するナット、(30)は長ナット、
(31)は当てパイプである。
Reference numeral (25) denotes a tightening rod, which has a screw hole (26) at the center of the base end face and a screw (27) at the distal end.
(28) is a presser washer for fitting the center hole to the tip screw (27) of the tightening rod (25); (29) is a nut screwed to the tip screw (27) of the tightening rod (25); ) Is a long nut,
(31) is a contact pipe.

【0020】(A)は床型枠を示し、(4)は床型枠
(A)の床堰板で、該床堰板(4)の適当箇所に所定間
隔を形成して2個の通孔(5)を並設する。(32)は
根太、(33)は大引、(34)はパイプサポート、
(35)は床堰板(4)上に構築したコンクリート床、
(36)は床堰板(4)の上方に組立てる鉄筋である。
(A) shows a floor formwork, and (4) shows a floor weir plate of the floor formwork (A). The holes (5) are juxtaposed. (32) is joist, (33) is pulling, (34) is pipe support,
(35) is a concrete floor constructed on a floor dam plate (4),
(36) is a reinforcing bar assembled above the floor dam plate (4).

【0021】(a)はコンクリート構築用傾斜サポート
を示し、(37)はサポート(a)の伸縮調節可能の本
体で、該本体(37)の下端部には、下端部内に雌ねじ
を設けた抜きパイプ(38)の上部を挿入してその本体
(37)と抜きパイプ(38)の通孔に止めピン(3
9)を抜き差し可能に挿着し、本体(37)の上端には
クランプ(40)を取付ける。
(A) shows a tilting support for concrete construction, (37) is a main body of the support (a) which is adjustable in expansion and contraction, and a lower end of the main body (37) is provided with a female screw in the lower end. Insert the upper part of the pipe (38) and insert the stopper pin (3) into the through hole of the body (37) and the extraction pipe (38).
9) is removably inserted, and a clamp (40) is attached to the upper end of the main body (37).

【0022】(B)は壁型枠を示し、(41)は壁型枠
(B)の壁堰板、(42)は縦ばた材、(43)は横ば
た材、(44)は両側の壁堰板(41)の間に構築した
コンクリート壁である。
(B) shows a wall form, (41) is a wall weir plate of the wall form (B), (42) is a vertical material, (43) is a horizontal material, and (44) is a horizontal material. It is a concrete wall constructed between wall dams (41) on both sides.

【0023】その作用を説明する。図1に示すように、
床堰板(4),根太(32),大引(33),パイプサ
ポート(34)によって床型枠(A)を組立てる。
The operation will be described. As shown in FIG.
The floor formwork (A) is assembled with the floor weir plate (4), joist (32), large pull (33), and pipe support (34).

【0024】次いで、床型枠(A)上の所定箇所に、壁
堰板(41),縦ばた材(42),横ばた材(43)に
より壁型枠(B)を組立て、図示してないが両側の壁型
枠(B)を締付金具により連結して壁型枠(B)を建込
む。
Next, a wall formwork (B) is assembled at a predetermined position on the floor formwork (A) by a wall dam board (41), a vertical flap (42), and a horizontal flap (43). Although not shown, the wall forms (B) on both sides are connected to each other by a fastener, and the wall forms (B) are built.

【0025】一方、図2に示すように、床堰板(4)の
両側の通孔(5)にそれぞれ上方から下方端子(1)の
中心軸(2)の突出ねじ(3)を挿通し、その突出ねじ
(3)の下方突出部に締付杆(25)のねじ孔(26)
をねじ込んで下方端子(1)と締付杆(25)により床
堰板(4)を挟持する。
On the other hand, as shown in FIG. 2, the projecting screw (3) of the center shaft (2) of the lower terminal (1) is inserted into the through holes (5) on both sides of the floor dam plate (4) from above. The screw hole (26) of the tightening rod (25) is formed in the lower projecting portion of the projecting screw (3).
To screw the floor dam plate (4) between the lower terminal (1) and the tightening rod (25).

【0026】次いで、一対の当てパイプ(31)間の隙
間を上記締付杆(25)に遊嵌させて該当てパイプ(3
1)を根太(32)の下面に当て、締付杆(25)の先
端ねじ(27)の下方突出部に押え座金(28)の中心
孔を嵌合しナット(29)を螺着してその下方端子
(1)と押え座金(28)により床堰板(4),根太
(32),当てパイプ(31)を一体に締付け固定す
る。
Next, the gap between the pair of backing pipes (31) is loosely fitted to the tightening rod (25), and
1) is put on the lower surface of the joist (32), the center hole of the presser washer (28) is fitted to the lower projecting part of the tip screw (27) of the tightening rod (25), and the nut (29) is screwed. The floor dam plate (4), the joist (32), and the contact pipe (31) are integrally tightened and fixed by the lower terminal (1) and the holding washer (28).

【0027】その後、床堰板(4)の上方に鉄筋(3
6)を組立てる。
Thereafter, a reinforcing bar (3) is placed above the floor dam (4).
Assemble 6).

【0028】次いで、両側の下方端子(1)のねじ孔
(6)にセパレータ(7)の一端ねじ(8)をストッパ
(16)までそれぞれねじ込んだ後、その両側のセパレ
ータ(7)にセパレータ支持具(18)の両側の通孔
(19)をそれぞれ嵌合し、その後、両側のセパレータ
(7)の上方へ突出する他端ねじ(9)に上方端子(1
0)のねじ孔(12)をストッパ(17)までねじ込
む。
Next, after screwing one end screw (8) of the separator (7) into the screw hole (6) of the lower terminal (1) on both sides to the stopper (16), the separator is supported on the separator (7) on both sides. The through holes (19) on both sides of the fitting (18) are fitted respectively, and then the upper terminal (1) is screwed into the other end screw (9) projecting above the separator (7) on both sides.
Screw the screw hole (12) of (0) to the stopper (17).

【0029】一方、サポート(a)の抜きパイプ(3
8)の下端ねじ孔に台座(14)のサポート取付杆(2
2)のねじ(23)を螺着する。
On the other hand, the support pipe (3)
8) Support mounting rod (2) of pedestal (14)
2) Screw the screw (23).

【0030】上記のサポート(a)付き台座(14)の
両側の通孔(15)を上記両側の上方端子(10)の中
心軸(11)の上方突出ねじ(13)にそれぞれ嵌合
し、その上方突出ねじ(13)の上方突出部には、作業
現場に存在する締付杆(25)のねじ孔(26)や、長
ナット(30)等の雌ねじ金を螺着して両側の上方端子
(10)と締付杆(25),長ナット(30)等の雌ね
じ金により台座(14)を挟持する。
The through holes (15) on both sides of the pedestal (14) with the support (a) are fitted to the upwardly projecting screws (13) of the center shaft (11) of the upper terminals (10) on both sides, respectively. At the upper protruding portion of the upper protruding screw (13), a female screw such as a screw hole (26) of a tightening rod (25) existing at the work site or a long nut (30) is screwed. The pedestal (14) is sandwiched between the terminal (10) and the female screw such as the tightening rod (25) and the long nut (30).

【0031】そこで、図1に示すようにサポート(a)
のクランプ(40)により横ばた材(43)を挟持し、
サポート(a)の本体(37)を適宜に伸縮操作してサ
ポート(a)により壁型枠(B)を垂直状態に固定保持
する。
Therefore, as shown in FIG.
Clamp the side material (43) with the clamp (40) of
The main body (37) of the support (a) is appropriately expanded and contracted to fix and hold the wall form (B) in a vertical state by the support (a).

【0032】その後、コンクリートを打設してコンクリ
ート床(35)及びコンクリート壁(44)を構築した
後、型枠を解体するときは、クランプ(40)及び締付
杆(25),長ナツト(30)等の雌ねじ金を取外せば
台座(14)付きサポート(a)を取外すことができ
る。
After the concrete is cast and the concrete floor (35) and the concrete wall (44) are constructed, when the formwork is dismantled, the clamp (40), the tightening rod (25), and the long nut ( If the female screw such as 30) is removed, the support (a) with the pedestal (14) can be removed.

【0033】型枠解体後は、両側の上方端子(10)の
取除き跡の凹所をコンクリートにより埋めて補修する。
After dismantling the formwork, the recesses at the traces of the removal of the upper terminals (10) on both sides are repaired by filling them with concrete.

【0034】なお、上記上方の締付杆(25)及び長ナ
ット(30)に代え、作業現場に存在するナット等の適
宜の雌ねじ金を使用してもよい。
In place of the upper tightening rod (25) and the long nut (30), an appropriate female screw such as a nut existing at the work site may be used.

【0035】セパレータ支持具(18)は、上記ェ形に
代えて適宜の形状に形成しても同様に作用する。
The separator support (18) operates in the same manner even if it is formed in an appropriate shape instead of the above-mentioned shape.

【0036】また、上記セパレータ支持具(18)は、
必ずしも必要では無く、これを使用しなくてもよい。
The separator support (18) is
It is not always necessary and may not be used.

【0037】サポート(a)のピン(39)を抜出して
抜きパイプ(38)を取除き、サポート(a)の本体
(37)の下端部を直接受台(21)内に嵌合してボル
ト・ナットにより取付けるようになしてもよい。
The pin (39) of the support (a) is withdrawn, the extraction pipe (38) is removed, and the lower end of the main body (37) of the support (a) is directly fitted into the pedestal (21), and the bolt is inserted.・ The nut may be attached.

【0038】[0038]

【発明の効果】本発明のコンクリート構築用傾斜サポー
トの下端支持装置は、下記のような利点がある。
The lower end support device of the inclined support for concrete construction according to the present invention has the following advantages.

【0039】(1) 床型枠の組立て後で鉄筋の組立て
前には、床堰板に両側の下方端子を取付けるだけでサポ
ート支持装置の段取りができるから、その段取りを容易
迅速になし得る。
(1) After assembling the floor form and before assembling the rebar, the support supporting device can be set up simply by attaching the lower terminals on both sides to the floor dam plate, so that the setting can be easily and quickly performed.

【0040】(2) サポート支持装置の組立ては簡単
である。
(2) Assembling of the support supporting device is simple.

【0041】(3) サポートの下端部を支持する台座
は、床堰板に固定する両側の下方端子に両側のセパレー
タ,上方端子を介してその両側の上方端子に固定するか
ら、サポートの下端部の支持は確実堅固である。
(3) The pedestal for supporting the lower end of the support is fixed to the lower terminal on both sides fixed to the floor dam plate and to the upper terminal on both sides via both separators and upper terminals. Support is solid.

【0042】(4) 上方端子の上端がコンクリート床
の天端定規の作用をなすから、コンクリート床のコンク
リート打設を容易正確に行うことができて作業性を向上
する。
(4) Since the upper end of the upper terminal functions as the top ruler of the concrete floor, concrete can be easily and accurately placed on the concrete floor, thereby improving workability.

【0043】(5) コンクリート床の硬化後は、台座
上方の雌ねじ金を取除くだけでサポートの下端部は取外
されるから、サポートの取外し作業が極めて簡単で迅速
になし得る。
(5) After the concrete floor is hardened, the lower end of the support can be removed simply by removing the female screw above the pedestal, so that the support can be removed very simply and quickly.

【0044】(6) サポートはコンクリート床内に入
り込まないから、サポートを損傷したり、サポートの下
端部にコンクリートが付着したりすることなく、その付
着コンクリートの除去等の手間を省略できる。
(6) Since the support does not enter the concrete floor, the trouble of removing the adhered concrete and the like can be omitted without damaging the support or adhering concrete to the lower end of the support.

【0045】(7) サポートによってコンクリート床
を損傷することなく、型枠解体後は両側の上方端子の取
除き跡の凹所をコンクリートにより埋めるだけでよい。
従って、作業終了後における
(7) After the formwork is dismantled, it is only necessary to remove the upper terminals on both sides and to fill the recesses of the traces with concrete without damaging the concrete floor by the support.
Therefore, after the work

【0046】(イ) コンクリート床の補修が極めて簡
単で、多くの材料と手間を節減できる。
(A) Repair of a concrete floor is extremely simple, and many materials and labor can be saved.

【0047】(ロ) コンクリートのがらが生じないか
ら、掃除の手間が省略されて作業上至便である。
(B) Since no concrete debris is generated, cleaning work is omitted and the operation is convenient.

【0048】(8) サポート取付部付き台座は反復使
用し得て経済的である。
(8) The pedestal with the support mounting portion is economical because it can be used repeatedly.

【0049】(9) 極めて簡単に構成して容易安価に
製作できる。
(9) It can be manufactured very simply and inexpensively.

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

【図1】本発明の一実施態様のコンクリート構築用傾斜
サポートの下端支持装置を使用してコンクリート型枠の
壁型枠を支持した状態の正断面図である。
FIG. 1 is a front sectional view of a state in which a wall form of a concrete form is supported using a lower end support device of an inclined support for concrete construction according to an embodiment of the present invention.

【図2】同上要部の拡大正断面図である。FIG. 2 is an enlarged front sectional view of a main part of the same.

【図3】その下端支持装置の平面図である。FIG. 3 is a plan view of the lower end support device.

【図4】同上分解斜面図である。FIG. 4 is an exploded perspective view of the same.

【図5】従来のコンクリート構築用傾斜サポートの下端
支持装置を使用してコンクリート型枠の壁型枠を支持し
た状態における下端要部の正断面図である。
FIG. 5 is a front sectional view of a main part of a lower end in a state where a wall form of a concrete form is supported using a conventional lower end support device of a tilt support for concrete construction.

【符号の説明】[Explanation of symbols]

A 床型枠 B 壁型枠 a コンクリート構築用傾斜サポート 1 下方端子 2 中心軸 3 突出ねじ 4 床堰板 5 通孔 6 ねじ孔 7 セパレータ 8 一端ねじ 9 他端ねじ 10 上方端子 11 中心軸 12 ねじ孔 13 突出ねじ 14 台座 15 通孔 16 ストッパ 17 ストッパ 18 セパレータ支持具 19 通孔 20 突出 21 受台 22 サポート取付杆 23 ねじ 24 軸杆 25 締付杆 26 ねじ孔 27 ねじ 28 押え座金 29 ナット 30 長ナット 31 当てパイプ 32 根太 33 大引 34 パイプサポート 35 コンクリート床 36 鉄筋 37 本体 38 抜きパイプ 39 止めピン 40 クランプ 41 壁堰板 42 縦ばた材 43 横ばた材 44 コンクリート壁 イ コンクリート構築用傾斜サポート ロ 取付杆 ハ ボルト・ナット ニ 台座 ホ ボルト ヘ 端子 ト 中心軸 チ 突出ねじ リ 床堰板 ヌ 締付杆 ル コンクリート床 オ 鉄筋 ワ 欠落部 Reference Signs List A floor formwork B wall formwork a slope support for concrete construction 1 lower terminal 2 center shaft 3 projecting screw 4 floor dam plate 5 through hole 6 screw hole 7 separator 8 one end screw 9 other end screw 10 upper terminal 11 center shaft 12 screw Hole 13 Protrusion screw 14 Pedestal 15 Through hole 16 Stopper 17 Stopper 18 Separator support 19 Through hole 20 Projection 21 Cradle 22 Support mounting rod 23 Screw 24 Shaft rod 25 Tightening rod 26 Screw hole 27 Screw 28 Pressing washer 29 Nut 30 Long Nut 31 Patch pipe 32 Joist 33 Exaggeration 34 Pipe support 35 Concrete floor 36 Reinforcing bar 37 Main body 38 Drain pipe 39 Stop pin 40 Clamp 41 Wall dam board 42 Vertical pile 43 Side wall 44 Concrete wall A Concrete slope support B Mounting rod C Bolt / nut D Pedestal E Bolt Terminal DOO central axis Ji projecting threaded Li floor sheathing board with null clamping rod Le concrete floor Oh rebar word missing portion

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 適当間隔を形成し両側の截頭円錐状下方
端子の中心軸の突出ねじを床堰板の通孔にそれぞれ挿通
してその突出ねじの下方突出部に雌ねじ金を螺着し、上
記下方端子の中心軸の頂面ねじ孔にセパレータの一端ね
じを螺着して該セパレータの他端ねじに倒截頭円錐状上
方端子の中心軸の頂面ねじ孔を螺着し、上記両側の上方
端子の中心軸の突出ねじには傾斜サポートの下端の取付
部を設けた台座の両側通孔をそれぞれ嵌合してその突出
ねじの上方突出部に雌ねじ金をそれぞれ螺着したことを
特徴とするコンクリート構築用傾斜サポートの下端支持
装置。
1. A protruding screw of a central shaft of a frustoconical lower terminal on both sides formed at an appropriate interval is inserted into a through hole of a floor dam plate, and a female screw is screwed into a lower protruding portion of the protruding screw. One end screw of the separator is screwed into the top screw hole of the center shaft of the lower terminal, and the top screw hole of the center shaft of the inverted truncated conical upper terminal is screwed into the other screw of the separator. The projecting screws of the center shafts of the upper terminals on both sides are fitted respectively with the through holes of both sides of the pedestal provided with the mounting part at the lower end of the inclined support, and the female screw is screwed into the projecting part of the projecting screw. Characteristic lower end support device for inclined support for concrete construction.
JP33639096A 1996-12-02 1996-12-02 Lower end support device of inclined support for concrete construction Expired - Fee Related JP2804925B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP33639096A JP2804925B2 (en) 1996-12-02 1996-12-02 Lower end support device of inclined support for concrete construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP33639096A JP2804925B2 (en) 1996-12-02 1996-12-02 Lower end support device of inclined support for concrete construction

Publications (2)

Publication Number Publication Date
JPH10159360A JPH10159360A (en) 1998-06-16
JP2804925B2 true JP2804925B2 (en) 1998-09-30

Family

ID=18298647

Family Applications (1)

Application Number Title Priority Date Filing Date
JP33639096A Expired - Fee Related JP2804925B2 (en) 1996-12-02 1996-12-02 Lower end support device of inclined support for concrete construction

Country Status (1)

Country Link
JP (1) JP2804925B2 (en)

Also Published As

Publication number Publication date
JPH10159360A (en) 1998-06-16

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