CN103306478A - Suspended formwork support die of sports stand - Google Patents
Suspended formwork support die of sports stand Download PDFInfo
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- CN103306478A CN103306478A CN2013102433915A CN201310243391A CN103306478A CN 103306478 A CN103306478 A CN 103306478A CN 2013102433915 A CN2013102433915 A CN 2013102433915A CN 201310243391 A CN201310243391 A CN 201310243391A CN 103306478 A CN103306478 A CN 103306478A
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- grandstand
- template
- front side
- stand
- dorsal part
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Abstract
The invention relates to a suspended formwork support die of a sports stand. A bottom template of each stand board is arranged at the bottom of the stand board, an upper template and a lower template on the front side of each stand beam are arranged at the upper part and the lower part of the front side of the stand beam respectively, a template on the back side of the stand beam is arranged on the back side of the stand beam, and a bottom template of the stand beam is arranged at the bottom of the stand beam; and one end of the bottom template of the stand board is supported through the lower template on the front side of the stand beam at the lower part of the front side of stand beam at a former stage, the other end of the bottom template of the stand board is supported through the template on the back side of the stand beam on the back side of the stand beam at a next stage, two ends of the bottom template of the stand beam are matched with the bottom end of the lower template on the front side of the stand beam and the bottom end of the template on the back side of the stand beam respectively and locked and clamped through beam die clamps, and the upper template on the front side of the stand beam and the template on the back side of the stand beam are connected with the stand beam in a penetrating and tightening manner through a screw rod. The suspended formwork support die of the sports stand is simple in structure, convenient and fast in operation and stable, and can take the stand quality, the construction efficiency and energy consumption into account.
Description
Technical field
The present invention relates to a kind of mould formwork that hangs, is a kind ofly to hang the mould formwork be used to what build the physical culture grandstand specifically.
Background technology
Existing stadium pipe grandstand mostly adopt large span, highly, the step of width, such step needs formwork to build to guarantee outward appearance and the quality of step.Formwork at traditional step mostly is by common stair step structure formwork; be the disclosed a kind of totally-enclosed stair modular shuttering element of CN201210229153.4 in the patent No.; adopt the soffit formwork top between left side template and the right side template to arrange the some unit template identical with number of steps; above all unit templates, arrange the rigidity press strip; between rigidity press strip and soffit formwork, split bolt is set; build again after modular shuttering element is fixing; as the closed template that adopts omnibearing protection is built stadium pipe grandstand; because of its large span; height and width; the required template of pressing; it is big to strain equipment consumptions such as required bolt; being not easy to the construction turnover uses; strengthen construction cost; and soffit formwork sockets by bolt; modular shuttering element overall construction intensity and rigidity are low; easy pressing or tension form indenture on the grandstand step, influence grandstand outward appearance and quality.
Summary of the invention
Build the deficiency that has grandstand quality, work efficiency and energy consumption in the physical culture grandstand at available technology adopting tradition stair step formwork, the invention provides a kind of simple in structure, formwork simple operation, firm, the physical culture grandstand that can effectively take into account grandstand quality, work efficiency and energy consumption hangs the mould formwork.
The technical solution used in the present invention is: a kind of physical culture grandstand hangs the mould formwork, its technical characterstic is to comprise seeing platen soffit formwork, grandstand beam front side cope match-plate pattern, grandstand beam front side lower bolster, grandstand beam dorsal part template, grandstand beam bottom board plate and beam form clip, see the platen soffit formwork is arranged at and see platen bottom, grandstand beam front side cope match-plate pattern and grandstand beam front side lower bolster are arranged at upper and lower, grandstand beam front side respectively, grandstand beam dorsal part template is arranged at grandstand beam dorsal part, and grandstand beam bottom board plate is arranged at grandstand beam bottom; End grandstand beam front side lower bolster of side lower part before upper level grandstand beam of seeing the platen soffit formwork supports, the other end of seeing the platen soffit formwork supports through the grandstand beam dorsal part template of next stage grandstand beam dorsal part, grandstand beam bottom board plate two ends cooperate through the clamping of beam form locked clip device with lower bolster bottom, grandstand beam front side and grandstand beam dorsal part template bottom respectively, are connected through the tension of screw rod cross-under grandstand beam between grandstand beam front side cope match-plate pattern and the grandstand beam dorsal part template.
Further, described grandstand beam front side is provided with the joist that is connected on the grandstand beam steel skeleton, and grandstand beam front side cope match-plate pattern bottom support is on joist.
Further, described platen soffit formwork, grandstand beam front side cope match-plate pattern, grandstand beam front side lower bolster, grandstand beam dorsal part template, the grandstand beam bottom board plate seen includes template, back cord and upper and lower pressure side, connect the upper and lower pressure side that arranges along the template length direction on the upper and lower limit of template lateral surface respectively, the vertical back cord in a plurality of and upper and lower pressure side evenly is set between the upper and lower pressure side of template lateral surface.
Further, described a plurality of back cord through steel pipe back cord vertical press-fit in the template lateral surface.
Again further, evenly is interval with many group bar dowel groups along grandstand beam bearing of trend in the described grandstand beam, the bar dowel group is formed with the wide bar dowel of grandstand beam by two of upper and lower setting in the same cross section.
Adopt above technical scheme, the invention has the beneficial effects as follows:
1, grandstand beam front side is provided with the joist that supports grandstand beam front side cope match-plate pattern, can prevent effectively that grandstand beam front side cope match-plate pattern from sinking, and avoids producing the template impression on the grandstand, improves presentation quality;
2,The upper and lower position is set in the grandstand beam with the wide bar dowel of grandstand beam, when improving grandstand girder construction stability, be convenient to accurately locate grandstand beam section, guarantee that grandstand beam front side and dorsal mold distance between plates fix, further improve the grandstand pouring quality;
3, formwork structure adopts panel, back cord and the combination of pressure side, and it is firm that template connects, strength and stiffness grade height, can satisfy the grandstand large span, highly, width builds requirement, template is used not yielding, is convenient to improve pouring quality.
The present invention adopts a plurality of form assemblies the grandstand beam is carried out collet, inner support and to press from both sides drawing outward, formation is hung the mould formwork and is built requirement to satisfy grandstand, it is simple in structure, formwork simple operation, firm, can effectively take into account grandstand quality, work efficiency and energy consumption, is applicable to that the stadium manages building of large-scale grandstand.
Description of drawings
Fig. 1 is structural representation of the present invention.
Among the figure: see platen 1, grandstand beam 2 is seen platen soffit formwork 3, grandstand beam front side cope match-plate pattern 4, grandstand beam front side lower bolster 5, grandstand beam dorsal part template 6, grandstand beam bottom board plate 7, joist 8, bar dowel 9, screw rod 10, beam form clip 11.
The specific embodiment
The invention will be further described below in conjunction with accompanying drawing.
Shown in Figure 1, a kind of physical culture grandstand hangs the mould formwork and comprises and see platen soffit formwork 3, grandstand beam front side cope match-plate pattern 4, grandstand beam front side lower bolster 5, grandstand beam dorsal part template 6, grandstand beam bottom board plate 7, joist 8, bar dowel 9, screw rod 10 and beam form clip 11, see platen soffit formwork 3 is arranged at and see platen 1 bottom, grandstand beam front side cope match-plate pattern 4 and grandstand beam front side counterdie 5 plates are arranged at upper and lower, grandstand beam 2 front side respectively, grandstand beam dorsal part template 6 is arranged at grandstand beam 2 dorsal parts, and grandstand beam bottom board plate 7 is arranged at grandstand beam 2 bottoms; End grandstand beam front side lower bolster of side lower part before upper level grandstand beam of seeing the platen soffit formwork supports, the other end of seeing the platen soffit formwork supports through the grandstand beam dorsal part template of next stage grandstand beam dorsal part, grandstand beam bottom board plate 7 two ends cooperate with lower bolster 5 bottoms, grandstand beam front side and grandstand beam dorsal part template 6 bottoms respectively through beam form clip 11 locking clampings, strain through screw rod 10 cross-under grandstand beams between grandstand beam front side cope match-plate pattern 4 and the grandstand beam dorsal part template 6 to be connected; Grandstand beam 2 front sides are provided with joist 8, and grandstand beam front side cope match-plate pattern 4 bottom supports are on joist 8; Evenly be interval with many group bar dowel groups along grandstand beam bearing of trend in the grandstand beam 2, the bar dowel group is formed with the wide bar dowel 9 of grandstand beam by two of upper and lower setting in the same cross section; See that platen soffit formwork, grandstand beam front side cope match-plate pattern, grandstand beam front side lower bolster, grandstand beam dorsal part template, grandstand beam bottom board plate include template, back cord and upper and lower pressure side, connect the upper and lower pressure side that arranges along the template length direction on the upper and lower limit of template lateral surface respectively, the vertical back cord in a plurality of and upper and lower pressure side evenly is set between the upper and lower pressure side of template lateral surface, a plurality of back cords through steel pipe back cord vertical press-fit in the template lateral surface.
Claims (5)
1. a physical culture grandstand hangs the mould formwork, it is characterized in that: comprise and see platen soffit formwork, grandstand beam front side cope match-plate pattern, grandstand beam front side lower bolster, grandstand beam dorsal part template, grandstand beam bottom board plate and beam form clip, see the platen soffit formwork is arranged at and see platen bottom, grandstand beam front side cope match-plate pattern and grandstand beam front side lower bolster are arranged at upper and lower, grandstand beam front side respectively, grandstand beam dorsal part template is arranged at grandstand beam dorsal part, and grandstand beam bottom board plate is arranged at grandstand beam bottom; End grandstand beam front side lower bolster of side lower part before upper level grandstand beam of seeing the platen soffit formwork supports, the other end of seeing the platen soffit formwork supports through the grandstand beam dorsal part template of next stage grandstand beam dorsal part, grandstand beam bottom board plate two ends cooperate through the clamping of beam form locked clip device with lower bolster bottom, grandstand beam front side and grandstand beam dorsal part template bottom respectively, are connected through the tension of screw rod cross-under grandstand beam between grandstand beam front side cope match-plate pattern and the grandstand beam dorsal part template.
2. physical culture grandstand according to claim 1 hangs the mould formwork, it is characterized in that: described grandstand beam front side is provided with the joist that is connected on the grandstand beam steel skeleton, and grandstand beam front side cope match-plate pattern bottom support is on joist.
3. physical culture grandstand according to claim 1 and 2 hangs the mould formwork, it is characterized in that: described platen soffit formwork, grandstand beam front side cope match-plate pattern, grandstand beam front side lower bolster, grandstand beam dorsal part template, the grandstand beam bottom board plate seen includes template, back cord and upper and lower pressure side, connect the upper and lower pressure side that arranges along the template length direction on the upper and lower limit of template lateral surface respectively, the vertical back cord in a plurality of and upper and lower pressure side evenly is set between the upper and lower pressure side of template lateral surface.
4. physical culture grandstand according to claim 3 hangs the mould formwork, it is characterized in that: described a plurality of back cords through steel pipe back cord vertical press-fit in the template lateral surface.
5. physical culture grandstand according to claim 1 and 2 hangs the mould formwork, it is characterized in that: evenly is interval with many group bar dowel groups along grandstand beam bearing of trend in the described grandstand beam, the bar dowel group is formed with the wide bar dowel of grandstand beam by two of upper and lower setting in the same cross section.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310243391.5A CN103306478B (en) | 2013-06-19 | 2013-06-19 | Physical culture grandstand hangs mould formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310243391.5A CN103306478B (en) | 2013-06-19 | 2013-06-19 | Physical culture grandstand hangs mould formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103306478A true CN103306478A (en) | 2013-09-18 |
| CN103306478B CN103306478B (en) | 2016-03-02 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310243391.5A Active CN103306478B (en) | 2013-06-19 | 2013-06-19 | Physical culture grandstand hangs mould formwork |
Country Status (1)
| Country | Link |
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| CN (1) | CN103306478B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112610016A (en) * | 2020-12-10 | 2021-04-06 | 中国建筑第八工程局有限公司 | Reinforced stand plate supporting device prefabricated above ring beam |
Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SE425572B (en) * | 1981-12-02 | 1982-10-11 | Mattssons Cementgjuteri Ab | Method for mold manufacture of stairs of any size and a mold for use during this procedure |
| CN2213782Y (en) * | 1994-06-04 | 1995-11-29 | 张震 | Combined concrete stairs forming mould |
| CN1454279A (en) * | 2000-07-22 | 2003-11-05 | 休伯特斯·格雷希巴赫 | Module for building platforms |
| CN101025052A (en) * | 2007-03-16 | 2007-08-29 | 北京城建集团有限责任公司 | Cast-in-situ clear-water concrete viewing platform form board and its construction method |
| CN201428240Y (en) * | 2009-04-09 | 2010-03-24 | 温州建设集团公司 | Template with arc steps |
| US20110240831A1 (en) * | 2010-04-05 | 2011-10-06 | D'amato Construction Corporation, Inc. | Adjustable form for a concrete stairway |
| WO2012139162A1 (en) * | 2011-04-12 | 2012-10-18 | Pantano Investments Pty Ltd. | System for surface profiling of poured concrete slabs |
| CN203310955U (en) * | 2013-05-28 | 2013-11-27 | 北京国电亿龙科技有限公司 | Intelligent line monitoring terminal |
-
2013
- 2013-06-19 CN CN201310243391.5A patent/CN103306478B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| SE425572B (en) * | 1981-12-02 | 1982-10-11 | Mattssons Cementgjuteri Ab | Method for mold manufacture of stairs of any size and a mold for use during this procedure |
| CN2213782Y (en) * | 1994-06-04 | 1995-11-29 | 张震 | Combined concrete stairs forming mould |
| CN1454279A (en) * | 2000-07-22 | 2003-11-05 | 休伯特斯·格雷希巴赫 | Module for building platforms |
| CN101025052A (en) * | 2007-03-16 | 2007-08-29 | 北京城建集团有限责任公司 | Cast-in-situ clear-water concrete viewing platform form board and its construction method |
| CN201428240Y (en) * | 2009-04-09 | 2010-03-24 | 温州建设集团公司 | Template with arc steps |
| US20110240831A1 (en) * | 2010-04-05 | 2011-10-06 | D'amato Construction Corporation, Inc. | Adjustable form for a concrete stairway |
| WO2012139162A1 (en) * | 2011-04-12 | 2012-10-18 | Pantano Investments Pty Ltd. | System for surface profiling of poured concrete slabs |
| CN203310955U (en) * | 2013-05-28 | 2013-11-27 | 北京国电亿龙科技有限公司 | Intelligent line monitoring terminal |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112610016A (en) * | 2020-12-10 | 2021-04-06 | 中国建筑第八工程局有限公司 | Reinforced stand plate supporting device prefabricated above ring beam |
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| Publication number | Publication date |
|---|---|
| CN103306478B (en) | 2016-03-02 |
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| C53 | Correction of patent of invention or patent application | ||
| CB03 | Change of inventor or designer information |
Inventor after: Chen Junyi Inventor after: Tian Guosheng Inventor before: Chen Junyi Inventor before: Tian Guosheng Inventor before: Cao Xiaojun Inventor before: Li Yajun |
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| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: CHEN JUNYI TIAN GUOSHENG CAO XIAOJUN LI YAJUN TO: CHEN JUNYI TIAN GUOSHENG |
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Address after: No. 87, Jinchuan Road, Taixing City, Taizhou, Jiangsu Patentee after: Taixing Construction Group Co. Ltd. Address before: 225400 Daqing East Road, Taixing City, Taizhou, Jiangsu Province, No. 21 Patentee before: Taixing First Construction Installation Co., Ltd. |
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