JPS6340582Y2 - - Google Patents
Info
- Publication number
- JPS6340582Y2 JPS6340582Y2 JP17875983U JP17875983U JPS6340582Y2 JP S6340582 Y2 JPS6340582 Y2 JP S6340582Y2 JP 17875983 U JP17875983 U JP 17875983U JP 17875983 U JP17875983 U JP 17875983U JP S6340582 Y2 JPS6340582 Y2 JP S6340582Y2
- Authority
- JP
- Japan
- Prior art keywords
- formwork
- hollow
- support
- angle
- cone
- 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
Links
- 238000009415 formwork Methods 0.000 claims description 14
- 239000000463 material Substances 0.000 description 9
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 4
- 239000002184 metal Substances 0.000 description 3
- JOYRKODLDBILNP-UHFFFAOYSA-N Ethyl urethane Chemical compound CCOC(N)=O JOYRKODLDBILNP-UHFFFAOYSA-N 0.000 description 1
- 239000010425 asbestos Substances 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 229910010272 inorganic material Inorganic materials 0.000 description 1
- 239000011147 inorganic material Substances 0.000 description 1
- 239000011810 insulating material Substances 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 229910052895 riebeckite Inorganic materials 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Description
【考案の詳細な説明】
この考案は石綿セメント等の無機質材料よりな
る可塑性材料を押出し成形して成る中空パネル
を、建築物のコンクリート打込時の型枠兼外壁材
として使用するための中空パネルの取付構造に関
し、パネル相互間が容易に一体化され、膨脹、収
縮等による目地間隔の変化を防止でき、しかも施
工が簡単で工期の短縮が図れるような中空パネル
壁の取付構造を得たものである。[Detailed description of the invention] This invention is a hollow panel made by extrusion molding a plastic material made of inorganic material such as asbestos cement, which can be used as formwork and exterior wall material when pouring concrete into buildings. Regarding the mounting structure of the hollow panel wall, the panels can be easily integrated, the joint spacing can be prevented from changing due to expansion, contraction, etc., and the construction is easy and the construction period can be shortened. It is.
図について説明すれば、第１図はこの考案に実
施例の水平面による横断断面図、第２図は第１図
のＸ−Ｘ線に沿う側断面図であつて、１は石綿セ
メント等の無機質材料を押出し成形した中空パネ
ルで、中空パネル１は縦方向に貫通する中空部１
ａが複数個横方向に並設され、両端縁部１ｂには
突起片１ｃが、該中空パネル１の中央部Ａの突起
片１ｄと共に設けられている。該突起片１ｄの左
右対称形の形状に対して、両端縁部１ｂに構成さ
れる突起部１ｃは隣合う中空パネル１，１の接合
によつて固形状に構成される。突起片１ｄに於て
は外側面に、同突起片１ｃにおいては、１ｃ，１
ｃ接合目地２にアングル３のたて片３ａが、横方
向に貫通するボルト孔に対応して穿孔されてお
り、ボルト４によつて突起片１ｄ，１ｃに締結さ
れる。アングル３の底辺３ｂには螺合用長ナツト
５が溶接されていて、セパレータ６が一端におい
てナツト５に、他端においてコーン７にねじこま
れ、パネル１の裏面をコーンの底面との間の間隔
Ｈを予め設定した長さに設定する。１２はパネル
１，１間にはさむ目地部バツクアツプ部材、１３
は充填コーキング材を示す。コーン７の底面に内
側型枠８を当て、パネル１との間の空間にコンク
リートＢを打込む。その際建築物の外断熱を図る
ためパネル１の裏面に発泡ウレタン等の断熱材を
適宜装着する。 To explain the figures, Fig. 1 is a horizontal cross-sectional view of the embodiment of this invention, and Fig. 2 is a side sectional view taken along the line X-X of Fig. 1. A hollow panel made of extruded material, the hollow panel 1 has a hollow part 1 that passes through it in the vertical direction.
A plurality of the hollow panels 1a are arranged side by side in the horizontal direction, and a protrusion piece 1c is provided on both end edges 1b together with a protrusion piece 1d on the central part A of the hollow panel 1. In contrast to the symmetrical shape of the projecting piece 1d, the projecting portions 1c formed on both end edges 1b are formed into a solid shape by joining the adjacent hollow panels 1, 1. In the protruding piece 1d, on the outer surface, in the same protruding piece 1c, 1c, 1
A vertical piece 3a of an angle 3 is bored in the joint joint 2 in correspondence with a bolt hole penetrating in the lateral direction, and is fastened to the protruding pieces 1d and 1c by bolts 4. A long nut 5 for screwing is welded to the bottom side 3b of the angle 3, and a separator 6 is screwed into the nut 5 at one end and into the cone 7 at the other end, so that the distance between the back surface of the panel 1 and the bottom surface of the cone is Set H to a preset length. 12 is a joint backup member sandwiched between panels 1 and 1; 13
indicates filled caulking material. An inner formwork 8 is placed on the bottom surface of the cone 7, and concrete B is poured into the space between it and the panel 1. At this time, a heat insulating material such as urethane foam is appropriately attached to the back surface of the panel 1 in order to provide external heat insulation to the building.
内側型枠８を支持するために支持型枠材16を当
て、又コーン７の底面にネジ棒７′を一体に固着
し、内側型枠８の孔８′を通つて後方につき出し、
支持棒９をねじこむ。支持棒９の上下に鋼管１
０，１０を支持型枠材１６に当て、支持金具１１
で鋼管を支持し、支持棒９の先端を支持金具１１
の中央の孔から後方に突出させ、その先端部分
９′にねじを切り、ナツト１５をねじこんで鋼管
を支持型枠材１６に押しつけることにより全体を
固定する。 A support formwork material 16 is applied to support the inner formwork 8, and a threaded rod 7' is integrally fixed to the bottom surface of the cone 7, and is extended rearward through the hole 8' of the inner formwork 8.
Screw in the support rod 9. Steel pipes 1 are placed above and below the support rod 9.
0 and 10 on the supporting formwork material 16, and the supporting metal fittings 11
to support the steel pipe, and attach the tip of the support rod 9 to the support metal fitting 11.
The steel pipe is made to protrude rearward from a central hole, a thread is cut at its tip 9', and a nut 15 is screwed in to press the steel pipe against the support formwork 16, thereby fixing the entire structure.
コンクリートが打ち終わると、ナツト１５を外
して支持金具１１、鋼管１０、支持型枠１６等を
外し、又支持棒９を取り除き、内側型枠８を取り
外す。その際コンクリート中に埋めこまれている
コーン７の底面からネジ棒７′がつき出している
ので、これを切断除去する。 When the concrete is poured, the nuts 15 are removed, the support metal fittings 11, the steel pipe 10, the support formwork 16, etc. are removed, the support rods 9 are removed, and the inner formwork 8 is removed. At this time, since the threaded rod 7' sticks out from the bottom of the cone 7 embedded in the concrete, it is cut and removed.
この考案のパネル壁の取付構造はこのような構
成であるので、次のような多くの利点を有する。 Since the panel wall mounting structure of this invention has such a configuration, it has many advantages as follows.
(1) パネルの突起片を横方向に貫通して取付金具
（アングル）を固定するボルトの締結によつて
パネル相互間が容易に一体化され、従来より問
題とされている膨脹、収縮等による目地間隔の
変化を防止できる。(1) Panels can be easily integrated by tightening bolts that pass through the projecting pieces of the panels in the horizontal direction and fix the mounting brackets (angles). Changes in joint spacing can be prevented.
(2) 取付構造が容易で簡単に設定でき、しかも施
工が精度よく行なわれるため、修正作業が不要
で、現場作業の軽減による工期の短縮が図れ、
経済的にすぐれている。(2) The mounting structure is simple and easy to set up, and the construction is performed with high precision, so there is no need for modification work, and the construction period can be shortened by reducing on-site work.
It is economically superior.
第１図はこの考案の実施例の水平面による横断
断面図、第２図は第１図のＸ−Ｘ線に沿う側断面
図である。
符号の説明、１……中空パネル、１ａ……中空
部、１ｂ……両端縁部、１ｃ……突起片、１d′…
…中央突起片、２……接合目地、３……アング
ル、４……ボルト、５……長ナツト、６……セパ
レータ、７……コーン、８……内側型枠、９……
支持棒、１０……鋼管、１１……支持金具、１２
……目地部バツクアツプ材、１３……コーキング
材、１４……断熱材、１５……ナツト、１６……
支持型枠材。
FIG. 1 is a horizontal sectional view of an embodiment of this invention, and FIG. 2 is a side sectional view taken along the line X--X in FIG. Explanation of symbols, 1...Hollow panel, 1a...Hollow part, 1b...Both end edges, 1c...Protrusion piece, 1d'...
... Central projection piece, 2 ... Joint joint, 3 ... Angle, 4 ... Bolt, 5 ... Long nut, 6 ... Separator, 7 ... Cone, 8 ... Inner formwork, 9 ...
Support rod, 10...Steel pipe, 11...Support fitting, 12
... joint backup material, 13 ... caulking material, 14 ... insulation material, 15 ... nut, 16 ...
Support formwork material.
Claims (1)
ル相互間の両端縁部及び中央部に左右対称形の突
起片を有し、該突起片には横方向に貫通するボル
トによつてアングルが支持され締結され、このア
ングルには螺合用長ナツトが溶接され、後方に延
長するセパレータを介してコーンにより内側型枠
の間隔を保持、構成された空間にコンクリートを
打込み、外壁を構成することを特徴とする化粧兼
型枠用中空パネル壁の取付構造。 A hollow panel wall for decorative and formwork has bilaterally symmetrical protruding pieces at both end edges and the center between the hollow panels, and an angle is supported by a bolt passing through the protruding pieces laterally. A long nut for threading is welded to this angle, and the distance between the inner formwork is maintained by a cone through a separator extending rearward, and concrete is poured into the formed space to form the outer wall. Hollow panel wall mounting structure for decorative and formwork.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17875983U JPS6089323U (en) | 1983-11-21 | 1983-11-21 | Hollow panel wall mounting structure for decorative and formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP17875983U JPS6089323U (en) | 1983-11-21 | 1983-11-21 | Hollow panel wall mounting structure for decorative and formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6089323U JPS6089323U (en) | 1985-06-19 |
| JPS6340582Y2 true JPS6340582Y2 (en) | 1988-10-24 |
Family
ID=30388021
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP17875983U Granted JPS6089323U (en) | 1983-11-21 | 1983-11-21 | Hollow panel wall mounting structure for decorative and formwork |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6089323U (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5495986B2 (en) * | 2010-07-06 | 2014-05-21 | 東京パワーテクノロジー株式会社 | Composite panel used as dam plate for concrete casting formwork |
-
1983
- 1983-11-21 JP JP17875983U patent/JPS6089323U/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6089323U (en) | 1985-06-19 |
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