CN102979300B - Section-adjustable rectangular column framework assembly - Google Patents
Section-adjustable rectangular column framework assembly Download PDFInfo
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- CN102979300B CN102979300B CN201210468657.1A CN201210468657A CN102979300B CN 102979300 B CN102979300 B CN 102979300B CN 201210468657 A CN201210468657 A CN 201210468657A CN 102979300 B CN102979300 B CN 102979300B
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Abstract
The invention provides a section-adjustable rectangular column template assembly, belonging to the technical field of building construction members. The section-adjustable rectangular column template assembly comprises four detachable rectangular templates, wherein each template is formed by a panel fixed on the inner surface of a plate frame; at least two horizontal fillets which are distributed up and down are fixed in the plate frame, the plate frame at the end parts of the horizontal fillets is fixedly connected with vertical fillets vertical to the horizontal fillets to form an L-shaped back fillet, one of each horizontal fillet and each vertical fillet is provided with bolt holes, and the other of each horizontal fillet and each vertical fillet is provided with bolt holes or slotted holes which are distributed at intervals; and in the construction process, the four rectangular templates form a template enclosure frame in which a cavity is matched with the section of a rectangular column to be poured, in a mode of selecting the fixedly connecting positions of the vertical fillets of one of two adjacent templates and the horizontal fillets of the other of two adjacent templates. Therefore, multiple troubles, such as material wasting, difficulty in management, and inconvenience for construction caused by batch processing according to the section size of each column, can be eliminated.
Description
Technical field
The invention provides a kind of variable-area square cross section column type mould assembly, especially a kind of nuclear island factory building variable-area steel frame plywood square cross section column type mould assembly, belongs to building operations component technology field.
Background technology
When carrying out the construction of nuclear island factory building and so on special building, each region post the number of components is numerous, sectional dimension is changeable.According to the applicant understood, current nuclear power plant column template is mainly according to each post sectional dimension of members and construction speed batch processing.General plywood panel+lumps of wood time fixing the form of back cord+steel channel column hoop+split bolt that adopts of template processing, cause like this material input amounts such as the supporting lumps of wood, steel pipe large, and field fabrication had both taken construction plant, expended man-hour again, to building operations, brought inconvenience.
Summary of the invention
The object of the invention is to: for the feature of above-mentioned special building post member, provide a kind of variable-area square cross section column type mould assembly, thereby save material and construction plant, facilitate building operations.
In order to achieve the above object, the basic technical scheme of variable-area square cross section column type mould assembly of the present invention is: comprise four detachable rectangle templates, described template consists of the panel that is fixed on sheet frame inner surface; At least fixing stupefied of the Er road level that distributes up and down in described sheet frame, the sheet frame place of stupefied end of described level is connected vertical with it vertical stupefied, forms L shaped back cord; Stupefied of described level has bolt hole with one of vertical stupefied, and another has bolt hole spaced apart or long slot bore; During combination, four rectangle templates with vertical stupefied of one of two adjacent forms with the be connected mode of position of another stupefied selection of level, form inner chamber and enclose frame with the template that rectangular column to be built cross section matches.Be furnished with in addition four joint length and hang muscle with each length of side of rectangular column to be built cross section matches respectively, describedly respectively hang that muscle one end has fourth of the twelve Earthly Branches mouth and the other end is shaped with tenon, the adjacent muscle Tenon of hanging is hinged by swivel pin after joining; The sheet frame top of described each template has level perforation, and described four joints hang muscle and pass respectively after the level perforation of each template, the hinged hanging box that the hinged formation of head and the tail is connected as a single entity each template.
Like this, only need to manufacture a kind of template assembly of specification, basis rectangular column to be built cross section during construction, vertical stupefied the position that is connected with stupefied of level of choose reasonable adjacent forms, can meet the demand of building of various cross sections rectangular column, save many troubles such as the waste of material that causes according to each post sectional dimension of members batch processing, difficult management, construction inconvenience.
In order to improve rigidity, the present invention can be respectively or is taked following behave simultaneously:
1) described vertical stupefied with stupefied of level between the be connected diagonal bar of formation triangle rock-steady structure;
2) the described sheet frame frame construction supporting leg that is connected outward;
3) floor oblique that described sheet frame is connected outward and extends towards having a down dip.
Accompanying drawing explanation
Below in conjunction with accompanying drawing, the present invention is further illustrated.
Fig. 1 is the formwork structure schematic diagram of one embodiment of the invention.
Fig. 2 is the left view of Fig. 1.
Fig. 3 is L shaped back cord 3 structural representations of one embodiment of the invention.
Fig. 4 is the template combination structure schematic diagram of one embodiment of the invention.
Fig. 5 is the ruggedized construction schematic diagram of one embodiment of the invention.
Fig. 6 is the hinged hanging box structural representation of one embodiment of the invention.
Fig. 7 is the top view of Fig. 6.
In figure: 1-housing; 2-inside casing; 3-L shape back cord; 4-panel; Stupefied of 5-level; 6-bolt hole; 7-diagonal bar; 8-suspension ring; 9-operating platform; 10-supporting leg; 11-floor oblique; 12-connecting bolt; 13-swivel pin; 14-hangs muscle.
The specific embodiment
Referring to accompanying drawing explanation specific embodiments of the invention.The variable-area steel frame plywood square cross section column type mould assembly of the present embodiment comprises four detachable rectangle templates, the structure of each template as shown in Figure 1 and Figure 2, by the plywood panel 4 that is fixed on sheet frame inner surface, formed, sheet frame by rectangle housing 1 and wherein the inside casing 2 of gridiron structure form.Fixing upper and lower some roads channel-section steel level spaced apart is stupefied 5 in sheet frame, and vertical stupefied of the vertical with it channel-section steel that is connected is welded respectively at the sheet frame place of stupefied end of each level, forms L shaped back cord 3.Stupefied of level has respectively bolt hole spaced apart 6 with vertical stupefied.
In order to make L shaped back cord 3 firm, as shown in Figure 3, vertical stupefied with stupefied of level between the be connected double angle diagonal bar 7 of formation triangle rock-steady structure.
During construction, as shown in Figure 4, four rectangle templates are selected the be connected mode of position of bolt hole 6 with vertical stupefied of one of two adjacent forms with another stupefied of level, form inner chambers enclose frame with the template that rectangular column to be built cross section matches by connecting bolt 12.
Before building, in order to strengthen the rigidity of square cross section column type mould assembly, can be as one sees fit at sheet frame, be connected outward by the horizontal-extending frame construction supporting leg 10 that vertical extended element forms down more outwardly, and towards the steel pipe floor oblique 11 that has a down dip and extend.In addition, for convenient building operation, sheet frame upper outside fitting operation platform 9.
Consider that handling is convenient, a pair of suspension ring 8 are equipped with in each template top.Because each template that forms square cross section column type mould assembly is reinforced the sectional dimension that combination is more conducive to guarantee post member after accurately in place at the scene again, thereby guarantee construction quality, the present embodiment is also furnished with four joint length and hangs muscle 14 with each length of side of rectangular column to be built cross section matches respectively, respectively hang that muscle one end has fourth of the twelve Earthly Branches mouth and the other end is shaped with tenon, the adjacent muscle Tenon of hanging is hinged by swivel pin 13 after joining; The sheet frame top of each template has level perforation, and described four joints hang muscle and pass respectively after the level perforation of each template, the hinged hanging box that the hinged formation of head and the tail is connected as a single entity each template.Like this, four joints can be hung to muscle and launch according to the order of sequence respectively the level perforation through each template, then close up and be hinged to hanging box, can be by the template assembly one piece handling being connected as a single entity to on-the-spot accurate location, relend and help connecting bolt 12, each template is fixedly secured, to carry out follow-up constructing operation.
Facts have proved, template assembly compact conformation, the integral rigidity of the present embodiment are good, post mode cross section is adjustable, peace is torn open conveniently; Can guarantee dry concrete construction requirement, highly versatile; Low, the effective resource of having saved of overall cost.
Claims (6)
1. a variable-area square cross section column type mould assembly, is characterized in that: comprise four detachable rectangle templates, described template consists of the panel that is fixed on sheet frame inner surface; At least fixing stupefied of the Er road level that distributes up and down in described sheet frame, the sheet frame place of stupefied end of described level is connected vertical with it vertical stupefied, forms L shaped back cord; Stupefied of described level has bolt hole with one of vertical stupefied, and another has bolt hole spaced apart or long slot bore; During combination, four rectangle templates with vertical stupefied of one of two adjacent forms with the be connected mode of position of another stupefied selection of level, form inner chamber and enclose frame with the template that rectangular column to be built cross section matches; Be furnished with in addition four joint length and hang muscle with each length of side of rectangular column to be built cross section matches respectively, describedly respectively hang that muscle one end has fourth of the twelve Earthly Branches mouth and the other end is shaped with tenon, the adjacent muscle Tenon of hanging is hinged by swivel pin after joining; The sheet frame top of described each template has level perforation, and described four joints hang muscle and pass respectively after the level perforation of each template, the hinged hanging box that the hinged formation of head and the tail is connected as a single entity each template.
2. variable-area square cross section column type mould assembly according to claim 1, is characterized in that: described vertical stupefied with stupefied of level between the be connected diagonal bar of formation triangle rock-steady structure.
3. variable-area square cross section column type mould assembly according to claim 2, is characterized in that: the described sheet frame frame construction supporting leg that is connected outward.
4. variable-area square cross section column type mould assembly according to claim 3, is characterized in that: the floor oblique that described sheet frame is connected outward and extends towards having a down dip.
5. variable-area square cross section column type mould assembly according to claim 4, is characterized in that: described sheet frame by rectangle housing and wherein the inside casing of gridiron structure form.
6. variable-area square cross section column type mould assembly according to claim 5, is characterized in that: described sheet frame upper outside fitting operation platform.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210468657.1A CN102979300B (en) | 2012-11-19 | 2012-11-19 | Section-adjustable rectangular column framework assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201210468657.1A CN102979300B (en) | 2012-11-19 | 2012-11-19 | Section-adjustable rectangular column framework assembly |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102979300A CN102979300A (en) | 2013-03-20 |
| CN102979300B true CN102979300B (en) | 2014-12-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201210468657.1A Active CN102979300B (en) | 2012-11-19 | 2012-11-19 | Section-adjustable rectangular column framework assembly |
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Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104295092A (en) * | 2014-08-28 | 2015-01-21 | 中国二十冶集团有限公司 | Adjustable frame column formwork back arris system |
| CN106150085B (en) * | 2015-04-07 | 2018-07-13 | 五冶集团上海有限公司 | A kind of stiffened column Formwork Installation Method |
| CN106948598B (en) * | 2017-05-19 | 2022-09-30 | 中建一局集团建设发展有限公司 | Aluminum alloy formwork system for variable-section rectangular column and construction method thereof |
| CN107503289B (en) * | 2017-08-27 | 2023-08-18 | 保利新联爆破工程集团有限公司 | Oblique bridge deck template device |
| CN110145119B (en) * | 2018-02-12 | 2023-07-28 | 陕西泰博智能化建筑工程系统有限公司 | Light steel joist type column mould reinforcing system |
| CN110439279B (en) * | 2018-05-02 | 2023-09-08 | 深圳市胜德建筑科技有限公司 | Floating window template reinforcing system and construction method thereof |
| CN109356384B (en) * | 2018-08-31 | 2021-02-19 | 广西博睿恩金属科技有限公司 | Crossbeam structure aluminum mould board |
| CN108915252A (en) * | 2018-09-26 | 2018-11-30 | 贵州卓良模板有限公司 | A kind of closing slope pier template |
| CN111677275A (en) * | 2020-07-08 | 2020-09-18 | 湘潭大学 | Adjustable column template |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE8004954U1 (en) * | 1980-02-23 | 1981-04-02 | Maier, Josef, 7611 Steinach | ANGLE BRACKET FOR DETERMINING CONTROL PANELS ABOVE CORNER |
| CN2255470Y (en) * | 1995-01-20 | 1997-06-04 | 戴红妹 | Column form of adjustable height and section |
| DE19536895B4 (en) * | 1995-10-04 | 2004-12-02 | Hartmut Baer | Formwork for concrete columns |
| US6865859B2 (en) * | 1999-11-23 | 2005-03-15 | Dayton Superior Corporation | Conversion corner chamfer for form work |
| CN202990419U (en) * | 2012-11-19 | 2013-06-12 | 中国核工业华兴建设有限公司 | Rectangular column template assembly with adjustable sections |
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| CN102979300A (en) | 2013-03-20 |
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