WO2006129801A1 - 内外装材下地兼用型枠パネル及びコンクリート構造物の型枠工法 - Google Patents
内外装材下地兼用型枠パネル及びコンクリート構造物の型枠工法 Download PDFInfo
- Publication number
- WO2006129801A1 WO2006129801A1 PCT/JP2006/311112 JP2006311112W WO2006129801A1 WO 2006129801 A1 WO2006129801 A1 WO 2006129801A1 JP 2006311112 W JP2006311112 W JP 2006311112W WO 2006129801 A1 WO2006129801 A1 WO 2006129801A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- concrete
- interior
- base member
- formwork
- exterior
- Prior art date
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G9/00—Forming or shuttering elements for general use
- E04G9/10—Forming or shuttering elements for general use with additional peculiarities such as surface shaping, insulating or heating, permeability to water or air
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F13/00—Coverings or linings, e.g. for walls or ceilings
- E04F13/07—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor
- E04F13/08—Coverings or linings, e.g. for walls or ceilings composed of covering or lining elements; Sub-structures therefor; Fastening means therefor composed of a plurality of similar covering or lining elements
- E04F13/0801—Separate fastening elements
- E04F13/0803—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements
- E04F13/081—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements
- E04F13/0812—Separate fastening elements with load-supporting elongated furring elements between wall and covering elements with additional fastening elements between furring elements and covering elements fixed by means of spring action
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/10—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements without beams which are mounted during erection of the shuttering to brace or couple the elements
Definitions
- the present invention relates to a concrete formwork method including installation of an interior / exterior base member, a formwork panel, and an interior / exterior base member used for concrete formwork in building work.
- this construction method has the following problems.
- the slats in formwork are required to have sufficient rigidity and strength for deformation and destruction, but the fired plastic insulation that forms the slats is weak in the panel itself, so the thickness is increased. Or, it has to be bonded and integrated with other composite boards, increasing the economic burden.
- the mold There are also many problems related to the storage of materials, etc. during the construction work of labor, labor costs, transportation costs, and materials. These problems are caused by the use of strong slats as the base material for the interior and exterior, and the rational viewpoint of the work process. When concrete is placed, the interior and exterior grounds are formed on the concrete frame. It is desirable to maintain the advantage of doing so.
- the interior / exterior material base combined formwork panel 1 has the following configuration.
- a plurality of rectangular longitudinal grooves were provided on the surface of the slab of the concrete form panel to give rigidity as a slat of the concrete form panel.
- the material used for the formwork should be composed of a material with high rigidity, taking into account the strength, the amount of deflection and the gap between the thick ends.
- a rectangular bar-shaped inner / outer material base member is fitted into these vertical grooves.
- the square bar shape includes hollow objects such as C-shaped steel. This interior / exterior base member also serves as a reinforcing material and a thick vertical end material against the lateral pressure when placing concrete.
- a vertical groove having a rectangular cross section is formed on the surface, and a rectangular bar-shaped interior / exterior material base member is inserted into the vertical groove, and the back side of the vertical groove Fasten with screws, and make the inner and outer material base members integral as a reinforcement for concrete side pressure.
- An anchor portion is provided on the surface where the inner and outer base members are exposed to the shear force. Therefore, after the concrete is placed, the anchor part of the inner / outer material base member is securely fixed to the concrete frame, so that the base member does not peel off.
- a screw hole for fixing the base member in the form of a square bar is provided at an arbitrary interval so as to improve work efficiency. I made it.
- the square bar-shaped inner / outer material base member should be rigid within a range in which fixing of nails, screws, etc. is possible, or a female screw is formed in advance.
- a separator hole is provided in the longitudinal groove, and a separator hole is provided at a corresponding position on the inner and outer base members.
- inner and outer material base members are fitted into a plurality of vertical grooves in the center part of the bottom of the concrete formwork, and screw holes are used.
- the outer base material is fixed, and the inner / outer material base combined formwork panel is formed. This is assembled on site at a predetermined shape, and concrete is cast to form a concrete frame. After that, dismantle the formwork, remove the screws, etc., unfasten the interior / exterior base member and the plastic plate, and remove the formwork panel leaving the interior / exterior base member in the concrete frame. After that, the interior and exterior work will be carried out based on the remaining interior and exterior base materials.
- an interior / exterior base member formed of C-type steel is fitted into a longitudinal groove formed on the surface of the formwork panel to form an interior / exterior material base formwork panel.
- a heat insulating plate is attached to the concrete placement surface, and the formwork panel for interior / exterior substrate is fixed to this back surface.
- the separator is fixed so as to penetrate the inner / outer base plate member and the heat insulating plate so as to be embedded in the concrete case, and concrete is cast to form the concrete case.
- the formwork panel is removed leaving the heat insulating plate and the interior / exterior base material.
- the fixing member is inserted into the inner / outer base member, and the inner / outer material is attached.
- a rectangular bar-shaped inner / outer material base member is fitted into a longitudinal groove having a plurality of concave partial forces in the center portion of the dam plate. This eliminates the need to use thick vertical ends for formwork, and reduces the transportation, assembly, and disassembly work.
- complicated installation work for interior / exterior material base material can be omitted, and the work content can be streamlined from formwork to interior / exterior material base work, so that the construction period can be shortened and drastically reduced costs. become.
- the inner / outer base member and the heat insulating plate can be securely fixed integrally with the concrete through a separator.
- a space portion that becomes a hollow layer is formed between the inner and outer base members, and this space portion As a ventilation layer, condensation and sound insulation can be expected to harden, and piping and wiring space can be used for ⁇ IJ.
- FIG. 1 is a perspective view showing a construction state of a concrete formwork method according to a first embodiment.
- FIG. 2 is a cross-sectional view showing a state in which the interior and exterior materials of the concrete formwork method according to Embodiment 1 are attached.
- FIG. 3 is a longitudinal sectional view showing a construction state of the concrete formwork method according to the first embodiment.
- FIG. 4 is a plan view of the interior / exterior material base member according to Embodiment 1.
- FIG. 5 is a side view of the interior / exterior material base member according to Embodiment 1.
- FIG. 6 is a perspective view showing a construction state of the concrete formwork method according to the second embodiment.
- FIG. 7 is a cross-sectional view showing a construction state of the concrete formwork method according to the second embodiment.
- FIG. 8 is a cross-sectional view showing a construction state in a modification of the concrete formwork method according to the second embodiment.
- FIG. 9 is an exploded cross-sectional view of an inner / outer base material, a fixed receiving material / an inner / outer material according to Embodiment 2.
- FIG. 10 is a perspective view of an interior / exterior material base member according to Embodiment 2.
- FIG. 11 is a perspective view of a fixed receiving material according to the second embodiment.
- the plastic plate making up the formwork has the shape shown in Fig. 1 with a thickness of 12mm, a length of 3000mm, and a width of 600mm.
- a plurality of longitudinal grooves 3 each having a rectangular cross section with a dimension allowing the base member 4 to be inserted are formed.
- the bottom surface of the vertical groove 3 is provided with a plurality of screw holes D which are through holes for passing nails and screws.
- a separator hole which is a through hole for a separator, is appropriately provided on the surface of the dam plate where the vertical groove 3 is not formed.
- the square-bar-shaped inner and outer material base member 4 is formed with a size of 30 mm in thickness, 3000 mm in length, and 45 mm in width.
- FIG. 4 shows a side view of the inner / outer layer base member 4
- FIG. 5 shows a plan view of the inner / outer base member 4.
- one surface along the longitudinal direction of the interior / exterior base member 4 has a plurality of rectangular holes! It is formed along
- the inner / outer base member 4 is fitted into the vertical groove 3 of the dam plate, and is fixed to the dam plate with the back surface of the screw hole D using the screws A.
- Formwork panel 1 for both interior and exterior base materials is usually used at the construction site Then, create it in advance at the factory and bring it to the site. There is no particular limitation on the above-mentioned materials, dimensions, and shapes of the slats and the interior / exterior base member.
- the interior / exterior material base formwork panel 1 is brought into the field and built, and as shown in FIGS. 1 and 3, a separator C ′ foam tie or the like is attached, and the lateral end thick material E is attached to a predetermined end. Install at intervals and fix with support. After that, cast concrete, harden the concrete and remove the support. In this state, the anchor portion B of the inner / outer base member is buried and fixed in the concrete frame G as shown in FIG. Then, the screws A are removed from the back side of the longitudinal groove 3 of the base plate 2, and only the base plate 2 is removed with the square bar-shaped inner and outer material base member 4 left on the concrete frame G. After that, as shown in Fig.
- the inner and outer base material 4 is fixed with screws A to finish the finishing work. As shown in Fig. 2, there is an air gap between the surface of the concrete frame and the interior / exterior substrate I. This part can be expected to prevent condensation and sound insulation as the ventilation layer F.
- various heat insulating materials J can be applied to the concrete surface of this part in advance and afterward, and a heat insulating structure can be obtained.
- this interior / exterior material base combined formwork panel 1 can finish both the interior material and the exterior material at the same time.
- the interior / exterior material formwork panel 1 is used on one side of the concrete placement surface, and on the other side, various conventional slats P (plywood 'metal') Plastic 'hard fiber board' foamed plastic insulation board, etc.) can be used together depending on the intended use.
- This formwork panel 5 has a shape as shown in Fig. 6 and a thickness of 12 mm.
- the length is about 3 m and the width is about 600 mm, and the interval between the vertical grooves 8 in the center of the surface is about 300 mm, and the inner and outer base members 7 are about 1.2 mm thick, 45 mm wide, and about 3 m long.
- the above dimensions including the outer frame 9, the pier 10 and the fixed receiving member 12 are not particularly limited.
- the formwork panel 5 includes a heat insulating plate 6 and a concrete placing surface.
- the inner and outer base members 7 shown in Fig. 10 can be engaged with the vertical grooves 8 arranged in the plate part. Can function as a reinforcing member.
- the outer frame 9 which can connect a formwork board was arrange
- the formwork panel 1 is provided with a plurality of foam tie attachment holes 13 in the vertical groove 8 at regular intervals as shown in FIG.
- a plurality of separator mounting holes 14 are similarly provided in the interior / exterior base member 7 at regular intervals, and the nuts 15 are fixed in a state of being engaged with the longitudinal grooves 4 with the separator C interposed therebetween.
- the formwork support is disassembled, and as shown in FIG. 9, the fixed receiving material 12 shown in FIG. 11 is inserted into the inner / outer base member 7 and the inner / outer material I is attached with the fastening material 16.
- the formwork panel 6 of the present invention comprises a reinforcing plate 11 having a frame 9, a frame 10, a longitudinal groove 8, etc., and a dam plate due to a synergistic effect of arranging the heat insulating plate 2 and the interior / exterior base member 7. Because it increases the bending strength, it can also be used as a thick vertical end material. Therefore, it is configured to withstand the lateral pressure of concrete G by tightening the separator C with the thick end E at the end with the foam tie H.
- the formwork panel 6 can be used on both sides of the concrete placing surface.
- the conventional form plate P which has various types of power depending on the application, can be used on one side.
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Building Environments (AREA)
Abstract
Description
Claims
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2006554398A JP4018740B2 (ja) | 2005-06-03 | 2006-06-02 | 内外装材下地兼用型枠パネル及びコンクリート構造物の型枠工法 |
US11/921,271 US20090127427A1 (en) | 2005-06-03 | 2006-06-02 | Form panel doubling as substrate for interior and exterior materials and form construction method for concrete structure |
DE112006001476T DE112006001476T5 (de) | 2005-06-03 | 2006-06-02 | Formelement als Träger zugleich für Innen- und Außenmaterial und Bauverfahren zur Ausformung einer Betonstruktur |
Applications Claiming Priority (4)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2005-192780 | 2005-06-03 | ||
JP2005192780A JP2006009570A (ja) | 2005-06-03 | 2005-06-03 | 内外装材下地兼用型枠パネル |
JP2005-318813 | 2005-10-04 | ||
JP2005318813A JP2006104935A (ja) | 2005-10-04 | 2005-10-04 | マルチ型枠パネル |
Publications (2)
Publication Number | Publication Date |
---|---|
WO2006129801A1 true WO2006129801A1 (ja) | 2006-12-07 |
WO2006129801B1 WO2006129801B1 (ja) | 2007-03-15 |
Family
ID=37481728
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/JP2006/311112 WO2006129801A1 (ja) | 2005-06-03 | 2006-06-02 | 内外装材下地兼用型枠パネル及びコンクリート構造物の型枠工法 |
Country Status (4)
Country | Link |
---|---|
US (1) | US20090127427A1 (ja) |
JP (1) | JP4018740B2 (ja) |
DE (1) | DE112006001476T5 (ja) |
WO (1) | WO2006129801A1 (ja) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104742227A (zh) * | 2015-03-04 | 2015-07-01 | 北京金风科创风电设备有限公司 | 混凝土浇铸模具的开口密封装置及使用方法 |
CN108643556A (zh) * | 2018-08-13 | 2018-10-12 | 中清大装配式建筑有限公司 | 装配式拼接轻薄保温模板 |
CN108952143A (zh) * | 2018-08-13 | 2018-12-07 | 中清大装配式建筑有限公司 | 拼接节能模板及其施工方法 |
WO2020034315A1 (zh) * | 2018-08-13 | 2020-02-20 | 中清大装配式建筑有限公司 | 装配式拼接隔墙轻薄模板 |
Families Citing this family (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2401984A1 (en) | 2010-07-02 | 2012-01-04 | MyoPowers Medical Technologies SA | Medical device comprising an artificial contractile structure |
CN106592958B (zh) * | 2016-11-25 | 2019-06-14 | 昆山征途建筑模架应用技术有限公司 | 一种无框铝塑复合大模板 |
CN108582428B (zh) * | 2018-05-29 | 2024-02-13 | 南京国电南自电网自动化有限公司 | 一种组合式grc模具 |
CN109332997B (zh) * | 2018-12-12 | 2023-08-01 | 北京千引力科技发展有限公司 | 一种方便开槽的铝模板及其对拉施工方法 |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS54123218A (en) * | 1978-03-18 | 1979-09-25 | Yamamoto Kyoshi | Simultaneous execution method of concrete slab and ceiling material |
JPH085202Y2 (ja) * | 1992-04-22 | 1996-02-14 | アースニクス株式会社 | パネル材取付金具 |
JP2540385B2 (ja) * | 1990-11-30 | 1996-10-02 | 鹿島建設株式会社 | 構築物の外断熱壁の施工法 |
JPH0960185A (ja) * | 1995-08-29 | 1997-03-04 | Yuzo Nagayama | 埋込みレール |
JPH11229622A (ja) * | 1998-02-18 | 1999-08-24 | Ohbayashi Corp | 誘発目地の形成方法及びそれに用いる目地形成用型材並びに止水板一体型堰板保持具 |
Family Cites Families (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US3730476A (en) * | 1971-03-01 | 1973-05-01 | H Prichard | Unitized metal-stud concrete form structure |
FR2547848B1 (fr) * | 1983-06-21 | 1988-05-06 | Antoine Vercelletto | Paroi prefabriquee destinee a la construction de maisons et autres batiments, et son procede de fabrication |
US5098059A (en) * | 1990-04-11 | 1992-03-24 | Sawyer Robert D | Concrete forming member for use in concrete casting |
-
2006
- 2006-06-02 JP JP2006554398A patent/JP4018740B2/ja not_active Expired - Fee Related
- 2006-06-02 WO PCT/JP2006/311112 patent/WO2006129801A1/ja active Application Filing
- 2006-06-02 US US11/921,271 patent/US20090127427A1/en not_active Abandoned
- 2006-06-02 DE DE112006001476T patent/DE112006001476T5/de not_active Withdrawn
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS54123218A (en) * | 1978-03-18 | 1979-09-25 | Yamamoto Kyoshi | Simultaneous execution method of concrete slab and ceiling material |
JP2540385B2 (ja) * | 1990-11-30 | 1996-10-02 | 鹿島建設株式会社 | 構築物の外断熱壁の施工法 |
JPH085202Y2 (ja) * | 1992-04-22 | 1996-02-14 | アースニクス株式会社 | パネル材取付金具 |
JPH0960185A (ja) * | 1995-08-29 | 1997-03-04 | Yuzo Nagayama | 埋込みレール |
JPH11229622A (ja) * | 1998-02-18 | 1999-08-24 | Ohbayashi Corp | 誘発目地の形成方法及びそれに用いる目地形成用型材並びに止水板一体型堰板保持具 |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104742227A (zh) * | 2015-03-04 | 2015-07-01 | 北京金风科创风电设备有限公司 | 混凝土浇铸模具的开口密封装置及使用方法 |
CN108643556A (zh) * | 2018-08-13 | 2018-10-12 | 中清大装配式建筑有限公司 | 装配式拼接轻薄保温模板 |
CN108952143A (zh) * | 2018-08-13 | 2018-12-07 | 中清大装配式建筑有限公司 | 拼接节能模板及其施工方法 |
WO2020034314A1 (zh) * | 2018-08-13 | 2020-02-20 | 中清大装配式建筑有限公司 | 装配式拼接轻薄保温模板 |
WO2020034313A1 (zh) * | 2018-08-13 | 2020-02-20 | 中清大装配式建筑有限公司 | 拼接节能模板及其施工方法 |
WO2020034315A1 (zh) * | 2018-08-13 | 2020-02-20 | 中清大装配式建筑有限公司 | 装配式拼接隔墙轻薄模板 |
Also Published As
Publication number | Publication date |
---|---|
WO2006129801B1 (ja) | 2007-03-15 |
DE112006001476T5 (de) | 2008-04-17 |
JPWO2006129801A1 (ja) | 2009-01-08 |
JP4018740B2 (ja) | 2007-12-05 |
US20090127427A1 (en) | 2009-05-21 |
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