JPH0810632Y2 - Jig for prop upright - Google Patents
Jig for prop uprightInfo
- Publication number
- JPH0810632Y2 JPH0810632Y2 JP1990005628U JP562890U JPH0810632Y2 JP H0810632 Y2 JPH0810632 Y2 JP H0810632Y2 JP 1990005628 U JP1990005628 U JP 1990005628U JP 562890 U JP562890 U JP 562890U JP H0810632 Y2 JPH0810632 Y2 JP H0810632Y2
- Authority
- JP
- Japan
- Prior art keywords
- jig
- support frame
- columnar body
- concrete
- cylindrical body
- 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
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】 [産業上の利用分野] 本考案は、例えば高層住宅の廊下やバルコニー等に付
設される手摺等の支柱を立設する穴を形成するための支
柱立設用治具に関するものである。[Detailed Description of the Invention] [Industrial field of application] The present invention relates to a jig for erecting a pillar for forming a hole for erecting a pillar such as a handrail attached to a corridor or a balcony of a high-rise house. It is about.
[従来の技術] 従来のこの種手摺支柱取付け用アンカーの埋設方法と
して、特開昭63-184665号公報に開示された発明があ
る。この発明は、内部に支柱装着用空間が形成された鉄
板等からなる筒体を、アンカー取付枠によりパラペット
を構成する仮型枠内に取付け、ついで仮型枠内にコンク
リートを打設し、コンクリートの硬化後仮型枠を解体し
たのちアンカー取付枠を筒体から取外す。そしてパラペ
ット内に埋設された筒体内に支柱を挿入し、筒体内にコ
ンクリート等を入れて支柱を固定するようにしたもので
ある。[Prior Art] As a conventional method for burying an anchor for mounting this type of handrail support, there is an invention disclosed in Japanese Patent Laid-Open No. 63-184665. This invention is to install a tubular body made of an iron plate or the like in which a space for mounting a pillar is formed in a temporary form frame that constitutes a parapet by an anchor mounting frame, and then concrete is placed in the temporary form frame. After curing, disassemble the temporary formwork and then remove the anchor mounting frame from the cylinder. Then, the support is inserted into the cylinder embedded in the parapet, and concrete or the like is put in the cylinder to fix the support.
また、特開昭62-164961号公報には、リボン状の薄板
を螺旋状に巻いて表面波状の円筒体を形成し、この円筒
体を型枠として周囲にコンクリートを打設し、コンクリ
ートの硬化後薄板の上端部を引張って分解し、リボン状
の薄板の態様で引抜き、コンクリート打設穴を形成する
方法が開示されている。Further, in Japanese Patent Laid-Open No. 62-164961, a ribbon-shaped thin plate is spirally wound to form a surface corrugated cylindrical body, concrete is placed around the cylindrical body as a form, and the concrete is hardened. A method is disclosed in which the upper end portion of the rear thin plate is pulled and disassembled, and the latter is drawn in the form of a ribbon-shaped thin plate to form a concrete pouring hole.
[考案が解決しようとする課題] 特開昭63-184665号公報に開示された発明は、パラペ
ット内に埋設された鉄板等からなる筒体内に支柱を立設
するようにしたので、筒体とコンクリートの間から雨水
等が浸入して筒体や鉄筋等に錆が発生し、パラペットや
建物躯体の破壊が促進される。また、筒体は支柱の数だ
け必要なのでコストアップになるなど、種々問題があ
る。[Problems to be Solved by the Invention] In the invention disclosed in Japanese Patent Laid-Open No. 63-184665, since the support is erected in the cylindrical body made of an iron plate or the like embedded in the parapet, Rainwater and the like will infiltrate between the concrete and rust will be generated in the cylinders and reinforcing bars, and the destruction of parapets and building frames will be promoted. Further, there are various problems such as an increase in cost because the number of columns is required for the cylindrical body.
また、特開昭62-164961号公報に開示された発明は、
リボン状の薄板を螺旋状に巻いて可撓性の円筒体を構成
しているので、円筒体形成時又はコンクリート打設時に
円筒体が変形して正確な穴が形成されず、この穴に立設
した支柱と穴壁との間隙が不均一になって支柱を強固に
立設できないという問題がある。また、コンクリートの
硬化後引抜いた薄板は再使用が困難で、コストアップに
なる。The invention disclosed in Japanese Patent Laid-Open No. 62-164961 is
Since a ribbon-shaped thin plate is spirally wound to form a flexible cylinder, the cylinder is not deformed when the cylinder is formed or when concrete is poured, and an accurate hole is not formed. There is a problem in that the stanchions installed cannot be erected firmly because the gaps between the stanchions and the hole walls are non-uniform. Further, it is difficult to reuse a thin plate that has been pulled out after hardening of concrete, resulting in an increase in cost.
本考案は、上記の課題を解決すべくなされたもので、
構造及び取付、除去が簡単で、しかもコストを低減でき
る手摺等の支柱立設用治具を得ることを目的としたもの
である。The present invention has been made to solve the above problems,
It is an object of the present invention to obtain a jig for erecting a column such as a handrail which has a simple structure, is easy to install and remove, and can reduce the cost.
[課題を解決するための手段] 本考案に係る支柱立設用治具は、外周に螺旋状の凸部
が形成され、硬化したコンクリート中からの抜取りが可
能な円柱体と、この円柱体の径より長い取付部と取付部
の両端部を下方に折曲げたのち外方に延出した腕部とか
らなる支持枠とを有し、この支持枠の取付部に円柱体を
一体的に固定したものである。[Means for Solving the Problem] A jig for standing uprights according to the present invention has a columnar body having a spiral convex portion formed on the outer periphery thereof and which can be extracted from hardened concrete, and a columnar body of the columnar body. It has a support frame consisting of a mounting part that is longer than the diameter and both ends of the mounting part that are bent downward and then extends outward, and the columnar body is integrally fixed to the mounting part of this support frame. It was done.
[作用] パラペット等を構成する仮型枠の間に円柱体を挿入し
て支持枠の腕部の仮型枠にねじ止めし、コンクリートを
打設する。所定期間経過後ねじを外して仮型枠を撤去し
たのち支持枠を回転すると、円柱体は螺旋状の凸部のね
じ作用により上昇し、パラペット等から引抜かれる。こ
れにより、パラペット等には円柱体に対応した大きさの
支柱立設用の穴が形成される。[Operation] A columnar body is inserted between the temporary form frames that form a parapet or the like, screwed to the temporary form frame of the arm portion of the support frame, and concrete is poured. When the support frame is rotated after the screw is removed to remove the temporary form after a predetermined period of time, the columnar body is lifted by the screw action of the spiral convex portion and is withdrawn from the parapet or the like. As a result, a hole for erection of the column is formed in the parapet or the like with a size corresponding to the columnar body.
[実施例] 第1図(a)は本考案実施例の正面図、(b)は平面
図、第2図はその斜視図である。両図において、(2)
は円柱体で、アルミニウム鋳物、アルミニウムのダイキ
ャスト成型品、合成樹脂の成型品等からなり、上面には
ねじ穴(4)が、また外周には断面円弧状で螺旋状の凸
部(3)が形成されている。(5)は支持枠で、円柱体
(2)の径より長い取付部(6)と、その両側を下方に
折曲げたのち外方に延出された腕部(7),(7a)とか
らなり、取付部(6)と腕部(7),(7a)にはそれぞ
れボルト(10),(11)の挿通穴(8),(9)が設け
られている。この支持枠(5)は円柱体(2)の上面に
ボルト(10)によって一体的に固定され、支柱立設用治
具(1)を構成する。(15),(15a)はパラペット(1
8)を構成するための仮型枠で、そのフランジ(16),
(16a)には立設する支柱の間隔に対応した間隔でボル
ト(11)を螺入するねじ穴(17)が設けられている。[Embodiment] FIG. 1 (a) is a front view of an embodiment of the present invention, FIG. 1 (b) is a plan view, and FIG. 2 is a perspective view thereof. In both figures, (2)
Is a cylindrical body made of aluminum casting, aluminum die cast molding, synthetic resin molding, etc., and has a screw hole (4) on the upper surface and a spiral convex portion (3) with an arc cross section on the outer circumference. Are formed. Reference numeral (5) is a support frame, which includes a mounting portion (6) longer than the diameter of the columnar body (2), and arm portions (7) and (7a) that are bent outward on both sides and then extended outward. The mounting portion (6) and the arm portions (7) and (7a) are provided with through holes (8) and (9) for the bolts (10) and (11), respectively. The support frame (5) is integrally fixed to the upper surface of the columnar body (2) with bolts (10), and constitutes a support pillar standing jig (1). (15) and (15a) are parapets (1
8) Temporary formwork for constructing the flange (16),
The (16a) is provided with screw holes (17) into which the bolts (11) are screwed in at intervals corresponding to the intervals of the upright columns.
次に、上記のような支柱立設用治具(1)により、パ
ラペットに支柱を立設するための穴を形成する手順を説
明する。先ず、パラペットを形成する場所に仮型枠(1
5),(15a)をセットする。ついで、仮型枠(15),
(15a)の間に円柱体(2)を挿入し、支持枠(5)の
腕(7),(7a)を仮型枠(15),(15a)のフランジ
(16),(16a)上に載せ、ボルト(11)により固定す
る。このとき、円柱体(2)は両仮型枠(15),(15
a)のほぼ中間部に位置し、円柱体(2)と仮型枠(1
5),(15a)間の間隙はほぼ均一に保持される。なお、
図には両仮型枠(15),(15a)間に配設される鉄筋等
は省略してある。Next, a procedure for forming a hole for uprighting a strut on the parapet by the above-described strut standing jig (1) will be described. First, place the temporary formwork (1
Set 5) and (15a). Then, the temporary formwork (15),
Insert the cylindrical body (2) between (15a), and place the arms (7) and (7a) of the support frame (5) on the flanges (16) and (16a) of the temporary formwork (15) and (15a). Place it on and secure with bolts (11). At this time, the columnar body (2) has two temporary formwork (15), (15
It is located almost in the middle of a) and has a cylindrical body (2) and a temporary formwork (1
The gap between 5) and (15a) is kept almost uniform. In addition,
In the figure, the reinforcing bars and the like arranged between both temporary molds (15) and (15a) are omitted.
ついで、両仮型枠(15),(15a)間にコンクリート
を打設し、コンクリートが硬化したのちボルト(11)を
外して仮型枠(15),(15a)を撤去する。このときの
状態を第3図に示す。Then, concrete is placed between both temporary molds (15) and (15a), and after the concrete hardens, the bolt (11) is removed and the temporary molds (15) and (15a) are removed. The state at this time is shown in FIG.
次に、支持枠(5)の腕(7),(7a)を手で持って
矢印方向に回すと、円柱体(2)はその外周に設けた螺
旋状の凸部(3)のねじ作用により上昇し、第4図に示
すようにパラペット(18)から引き抜かれ、パラペット
(18)には内周に螺旋状の凸部(3)に対応した凹部
(20)を有する円柱体(2)に対応した大きさの穴(1
9)が形成される。そして、この穴(19)に支柱を挿入
し、その周囲にモルタル、樹脂等を注入することによ
り、パラペット(18)に支柱を立設固定することができ
る。Next, when the arms (7) and (7a) of the support frame (5) are held by hand and turned in the direction of the arrow, the cylindrical body (2) is screwed by the spiral convex portion (3) provided on the outer periphery thereof. 4 and is pulled out from the parapet (18) as shown in FIG. 4, and the parapet (18) has a cylindrical body (2) having a concave portion (20) corresponding to the spiral convex portion (3) on the inner circumference. Corresponding to the hole (1
9) is formed. Then, the support pillar can be vertically fixed to the parapet (18) by inserting the support pillar into the hole (19) and injecting mortar, resin or the like around the support pillar.
なお、引抜いた支柱立設用治具(1)は、その後の工
事に何度でも繰返し使用することができる。また、パラ
ペット(18)に形成された穴(19)には内周面に螺旋状
の凹部(20)が形成されるので、コンクリート等を注入
したときにその付着強度を高めることができる。In addition, the jig (1) for upright supporting the column can be repeatedly used for subsequent works. Further, since the spiral recess (20) is formed in the inner peripheral surface of the hole (19) formed in the parapet (18), the adhesion strength of concrete or the like can be increased.
上記の説明では円柱体(2)の外周に断面円弧状で螺
旋状の凸部(3)を設けた例を示したが、凸部(3)の
断面形状、大きさ、及び粗密の程度等はこれに限定する
ものではなく、適宜変更することができる。また、立設
する支柱の長さや太さに対応した円柱体(2)を使用す
ることにより、任意所望の大きさの穴を形成することが
できる。In the above description, the example in which the spiral convex portion (3) having an arcuate cross section is provided on the outer periphery of the cylindrical body (2) has been shown, but the sectional shape, size, and degree of density of the convex portion (3), etc. Is not limited to this, and can be appropriately changed. Further, by using the columnar body (2) corresponding to the length and thickness of the upright columns, holes of any desired size can be formed.
[考案の効果] 以上の説明から明らかなように、本考案は外周に螺旋
状の凸部を有する円柱体を支持枠に一体的に取付けてな
り、この円柱体を仮型枠の間に挿入してコンクリートを
打設し、コンクリートが硬化したのち支持枠を回転して
円柱体を引抜き、パラペット等に支柱立設用の穴を形成
するようにしたので、構造が簡単で作業の容易な支柱立
設用治具を実現することができる。[Effects of the Invention] As is clear from the above description, the present invention comprises a cylindrical body having a spiral convex portion on the outer periphery integrally attached to a support frame, and the cylindrical body is inserted between temporary molds. Then, after the concrete is hardened and the concrete is hardened, the support frame is rotated and the columnar body is pulled out to form a hole for supporting the pillar on the parapet, so that the structure is simple and the pillar is easy to work. A standing jig can be realized.
また、円柱体は建物躯体に埋設されず引抜かれるの
で、雨水等の浸入により錆が発生して建物躯体の破壊が
促進されることがない。さらに、円柱体は何回でも再使
用できるのでコストを低減できる。また、穴の内周面に
は螺旋状の凹部が形成されるので、注入したモルタル等
の付着強度を高めることができる等、実施による効果顕
著である。Further, since the columnar body is pulled out without being buried in the building body, rusting due to infiltration of rainwater or the like does not promote the destruction of the building body. Further, the columnar body can be reused any number of times, so that the cost can be reduced. Further, since the spiral concave portion is formed on the inner peripheral surface of the hole, the adhesion strength of the injected mortar or the like can be enhanced, and the effect of the implementation is remarkable.
第1図(a)は本考案実施例の正面図、(b)はその平
面図、第2図は第1図(a)の斜視図、第3図及び第4
図は本考案実施例の作用説明図である。 (1):支柱立設用治具、(2):円柱体、(3):螺
旋状の凸部、(5):支持枠、(6):取付部、
(7),(7a):腕部、(10),(11):ボルト、(1
5),(15a):仮型枠、(18):パラペット、(19):
穴。1 (a) is a front view of an embodiment of the present invention, FIG. 1 (b) is a plan view thereof, FIG. 2 is a perspective view of FIG. 1 (a), FIG. 3 and FIG.
The figure is an explanatory view of the operation of the embodiment of the present invention. (1): Jig for erecting the column, (2): Cylindrical body, (3): Spiral convex part, (5): Support frame, (6): Mounting part,
(7), (7a): Arm, (10), (11): Bolt, (1
5), (15a): Temporary formwork, (18): Parapet, (19):
hole.
フロントページの続き (56)参考文献 特開 昭63−184665(JP,A) 実願昭52−87709号(実開昭54−16127 号)の願書に添付した明細書及び図面の内 容を撮影したマイクロフィルム(JP, U) 実願昭56−105283号(実開昭58−11551 号)の願書に添付した明細書及び図面の内 容を撮影したマイクロフィルム(JP, U)Continuation of the front page (56) References Japanese Patent Application Laid-Open No. 63-184665 (JP, A) Japanese Patent Application No. 52-87709 (Japanese Utility Model Application No. 54-16127) The contents of the specification and drawings attached to the application are photographed. Microfilm (JP, U) Microfilm (JP, U) taken from the contents of the description and drawings attached to the application for Japanese Patent Application No. 56-105283 (No. 58-11551, Japanese Utility Model Application)
Claims (1)
コンクリート中からの抜取りが可能な円柱体と、該円柱
体の径より長い取付部と該取付部の両端部を下方に折曲
げたのち外方に延出した腕部とからなる支持枠とを有
し、 該支持枠の取付部に前記円柱体を一体的に固定してなる
支柱立設用治具。1. A columnar body having a spiral convex portion formed on the outer periphery and capable of being extracted from hardened concrete, a mounting portion longer than the diameter of the cylindrical body, and both end portions of the mounting portion folded downward. A support stand erecting jig, which has a support frame composed of an arm portion that is bent and then outwardly extended, and the columnar body is integrally fixed to a mounting portion of the support frame.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1990005628U JPH0810632Y2 (en) | 1990-01-26 | 1990-01-26 | Jig for prop upright |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1990005628U JPH0810632Y2 (en) | 1990-01-26 | 1990-01-26 | Jig for prop upright |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH0398257U JPH0398257U (en) | 1991-10-11 |
| JPH0810632Y2 true JPH0810632Y2 (en) | 1996-03-29 |
Family
ID=31509329
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1990005628U Expired - Lifetime JPH0810632Y2 (en) | 1990-01-26 | 1990-01-26 | Jig for prop upright |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0810632Y2 (en) |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS5416127U (en) * | 1977-07-02 | 1979-02-01 | ||
| JPS5811551U (en) * | 1981-07-15 | 1983-01-25 | 浜島 幸七 | Pillar embedding hole forming device for concrete structures |
| JPS63184665A (en) * | 1987-01-28 | 1988-07-30 | トステム株式会社 | Method for embedding anchor for mounting handrail support |
-
1990
- 1990-01-26 JP JP1990005628U patent/JPH0810632Y2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0398257U (en) | 1991-10-11 |
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