CN113235920A - Formwork supporting platform and secondary erecting construction method - Google Patents
Formwork supporting platform and secondary erecting construction method Download PDFInfo
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- CN113235920A CN113235920A CN202110466740.4A CN202110466740A CN113235920A CN 113235920 A CN113235920 A CN 113235920A CN 202110466740 A CN202110466740 A CN 202110466740A CN 113235920 A CN113235920 A CN 113235920A
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- platform
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- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
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- Mechanical Engineering (AREA)
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Abstract
The invention relates to the field of building construction, in particular to a template supporting platform and a secondary erection construction method; the method is characterized in that: the platform comprises a space system consisting of platform stand columns, platform pad beams, platform connecting beams and platform main beams, wherein the platform stand columns are vertical supporting pieces, the platform pad beams, the platform connecting beams and the platform main beams are horizontal supporting pieces, the platform pad beams are positioned at the tops of the platform stand columns, the platform connecting beams are positioned on the upper portions of the platform pad beams and are placed in a crossed mode with the platform pad beams, and the platform main beams are positioned on the upper portions of the platform connecting beams and are placed in a crossed mode with the platform connecting beams to form a full-hall supporting frame supporting base. The template supporting platform and the secondary frame aligning method thereof have the advantages that: the turnover material consumption of a high and large formwork support system is reduced, the installation and dismantling workload of the support frame is reduced, the construction efficiency is improved, the construction cost is reduced, and the safety is improved.
Description
Technical Field
The invention relates to the field of building construction, in particular to a formwork supporting platform and a secondary erection construction method.
Background
The common method of formwork support in the building construction field is to set up a full-hall support frame, the using amount of turnover materials of a frame body is large, the setting workload of the frame body is large, the construction efficiency is low, the construction cost is high, and the safety risk is high.
Disclosure of Invention
The invention aims to overcome the defects and shortcomings of construction by using a traditional full framing formwork support system, provides a simple construction method for secondary erection by using a platform, and is particularly suitable for a high and large formwork support system.
In order to achieve the above object, the present invention is realized by:
the utility model provides a template supporting platform, includes the space system who comprises platform stand, platform pad roof beam, platform even roof beam, platform girder, wherein, the platform stand is vertical support piece, platform pad roof beam, platform even roof beam, platform girder are horizontal support piece, platform pad roof beam is located platform stand top, platform even roof beam is located platform pad roof beam upper portion, alternately places with platform pad roof beam, the platform girder is located platform even roof beam upper portion, even roof beam is alternately placed with the platform, constitutes full hall support frame supporting pedestal.
The method for carrying out secondary erection construction on the formwork supporting platform comprises the following steps,
the method comprises the following steps: the upright post of the platform is installed,
the platform upright post is positioned at the lower part of the formwork support system and is a space system formed by mutually connecting a group of vertical rods, cross rods and inclined rods;
step two: a pad beam of the platform is installed,
the top of the platform upright post is provided with a platform pad beam which is supported at the top of two (or more) upright posts;
step three: a connecting beam of a cross beam of the mounting platform,
the platform beam connecting beam is arranged on the upper part of the platform pad beam and is crossed with the platform pad beam;
step four: a main beam of a cross beam of the platform is installed,
the platform beam main beam is arranged at the upper part of the platform connecting beam and is crossed with the platform connecting beam;
step five: a full hall frame supporting system is installed,
a full-hall supporting frame system is installed on the platform beam main beam, and a full-hall supporting frame vertical rod is supported on the platform beam main beam.
The template supporting platform and the secondary frame aligning method thereof have the advantages that: the turnover material consumption of a high and large formwork support system is reduced, the installation and dismantling workload of the support frame is reduced, the construction efficiency is improved, the construction cost is reduced, and the safety is improved.
Drawings
FIG. 1 is a schematic view of the method for mounting the platform column.
Fig. 2 is a schematic view of the method for mounting the platform bolster.
Fig. 3 is a schematic view of the mounting platform beam connecting beam in the method.
FIG. 4 is a schematic view of the method for mounting the platform beam main beam.
Fig. 5 is a schematic view of the method of installing the upper full-scale support system.
Detailed Description
The invention is further illustrated by the following specific examples.
As shown in fig. 1-5, a formwork support platform comprises a space system consisting of platform columns, platform pad beams, platform connecting beams and platform main beams, wherein the platform columns are vertical support members, the platform pad beams, the platform connecting beams and the platform main beams are horizontal support members, the platform pad beams are positioned at the tops of the platform columns, the platform connecting beams are positioned on the upper portions of the platform pad beams and are placed in a crossed mode with the platform pad beams, the platform main beams are positioned on the upper portions of the platform connecting beams and are placed in a crossed mode with the platform connecting beams, and a full-hall support frame support base is formed.
The method for carrying out secondary erection construction on the formwork supporting platform comprises the following steps,
the method comprises the following steps: the upright post of the platform is installed,
the platform upright post is positioned at the lower part of the formwork support system and is a space system formed by mutually connecting a group of vertical rods, cross rods and inclined rods;
step two: a pad beam of the platform is installed,
the top of the platform upright post is provided with a platform pad beam which is supported at the top of two (or more) upright posts;
step three: a connecting beam of a cross beam of the mounting platform,
the platform beam connecting beam is arranged on the upper part of the platform pad beam and is crossed with the platform pad beam;
step four: a main beam of a cross beam of the platform is installed,
the platform beam main beam is arranged at the upper part of the platform connecting beam and is crossed with the platform connecting beam;
step five: a full hall frame supporting system is installed,
a full-hall supporting frame system is installed on the platform beam main beam, and a full-hall supporting frame vertical rod is supported on the platform beam main beam.
The template supporting platform and the secondary frame aligning method thereof have the advantages that: the turnover material consumption of a high and large formwork support system is reduced, the installation and dismantling workload of the support frame is reduced, the construction efficiency is improved, the construction cost is reduced, and the safety is improved.
Claims (2)
1. A formwork support platform is characterized in that: the platform comprises a space system consisting of platform stand columns, platform pad beams, platform connecting beams and platform main beams, wherein the platform stand columns are vertical supporting pieces, the platform pad beams, the platform connecting beams and the platform main beams are horizontal supporting pieces, the platform pad beams are positioned at the tops of the platform stand columns, the platform connecting beams are positioned on the upper portions of the platform pad beams and are placed in a crossed mode with the platform pad beams, and the platform main beams are positioned on the upper portions of the platform connecting beams and are placed in a crossed mode with the platform connecting beams to form a full-hall supporting frame supporting base.
2. The method for secondary erection by using the formwork support platform of claim 1, which is characterized in that: comprises the steps of (a) preparing a mixture of a plurality of raw materials,
the method comprises the following steps: the upright post of the platform is installed,
the platform upright post is positioned at the lower part of the formwork support system and is a space system formed by mutually connecting a group of vertical rods, cross rods and inclined rods;
step two: a pad beam of the platform is installed,
the top of the platform upright post is provided with a platform pad beam which is supported at the top of two (or more) upright posts;
step three: a connecting beam of a cross beam of the mounting platform,
the platform beam connecting beam is arranged on the upper part of the platform pad beam and is crossed with the platform pad beam;
step four: a main beam of a cross beam of the platform is installed,
the platform beam main beam is arranged at the upper part of the platform connecting beam and is crossed with the platform connecting beam;
step five: a full hall frame supporting system is installed,
a full-hall supporting frame system is installed on the platform beam main beam, and a full-hall supporting frame vertical rod is supported on the platform beam main beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110466740.4A CN113235920A (en) | 2021-04-28 | 2021-04-28 | Formwork supporting platform and secondary erecting construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110466740.4A CN113235920A (en) | 2021-04-28 | 2021-04-28 | Formwork supporting platform and secondary erecting construction method |
Publications (1)
| Publication Number | Publication Date |
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| CN113235920A true CN113235920A (en) | 2021-08-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110466740.4A Pending CN113235920A (en) | 2021-04-28 | 2021-04-28 | Formwork supporting platform and secondary erecting construction method |
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| Country | Link |
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Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07317331A (en) * | 1994-05-21 | 1995-12-05 | Kajima Corp | Beam type form supporting device, and assembling and disassembling method thereof |
| CN103669815A (en) * | 2013-12-02 | 2014-03-26 | 中国一冶集团有限公司 | Method for constructing hanging rope and pipe combined all-round scaffold construction platform and protective system |
| CN205421912U (en) * | 2016-01-19 | 2016-08-03 | 中铁十二局集团有限公司 | Dish knot formula supports support body double flute steel joist and plays secondary support body system |
| CN106150083A (en) * | 2016-08-21 | 2016-11-23 | 中铁四局集团建筑工程有限公司 | A kind of slip form platform of metro depot beam slab concrete structure construction |
| CN106522531A (en) * | 2016-12-09 | 2017-03-22 | 上海建工二建集团有限公司 | Ring lock scaffold opening portion bracket supporting system |
| CN212478555U (en) * | 2020-05-30 | 2021-02-05 | 中铁十二局集团建筑安装工程有限公司 | Girder transition layer girder lap joint structure of secondary elevated formwork system |
-
2021
- 2021-04-28 CN CN202110466740.4A patent/CN113235920A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH07317331A (en) * | 1994-05-21 | 1995-12-05 | Kajima Corp | Beam type form supporting device, and assembling and disassembling method thereof |
| CN103669815A (en) * | 2013-12-02 | 2014-03-26 | 中国一冶集团有限公司 | Method for constructing hanging rope and pipe combined all-round scaffold construction platform and protective system |
| CN205421912U (en) * | 2016-01-19 | 2016-08-03 | 中铁十二局集团有限公司 | Dish knot formula supports support body double flute steel joist and plays secondary support body system |
| CN106150083A (en) * | 2016-08-21 | 2016-11-23 | 中铁四局集团建筑工程有限公司 | A kind of slip form platform of metro depot beam slab concrete structure construction |
| CN106522531A (en) * | 2016-12-09 | 2017-03-22 | 上海建工二建集团有限公司 | Ring lock scaffold opening portion bracket supporting system |
| CN212478555U (en) * | 2020-05-30 | 2021-02-05 | 中铁十二局集团建筑安装工程有限公司 | Girder transition layer girder lap joint structure of secondary elevated formwork system |
Non-Patent Citations (2)
| Title |
|---|
| 余卫华等: "浅谈盘扣式支架体系在轨道车场的应用", 《城市建设理论研究(电子版)》 * |
| 张荣双: "盘扣式钢管支架在轨道交通停车场项目中的应用――以南宁市轨道交通2号线东延工程新村停车场为例", 《中外建筑》 * |
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Application publication date: 20210810 |