CN203878988U - Cylindrical steel moulding plate - Google Patents

Cylindrical steel moulding plate Download PDF

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Publication number
CN203878988U
CN203878988U CN201420264940.7U CN201420264940U CN203878988U CN 203878988 U CN203878988 U CN 203878988U CN 201420264940 U CN201420264940 U CN 201420264940U CN 203878988 U CN203878988 U CN 203878988U
Authority
CN
China
Prior art keywords
template
moulding plate
cylindrical
stretching
moulding
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 - Fee Related
Application number
CN201420264940.7U
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Chinese (zh)
Inventor
成文琦
李秋建
孙卫东
成斯哲
顾鼎
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Suzhou No5 Building Group Co ltd
Original Assignee
Suzhou No5 Building Group Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Suzhou No5 Building Group Co ltd filed Critical Suzhou No5 Building Group Co ltd
Priority to CN201420264940.7U priority Critical patent/CN203878988U/en
Application granted granted Critical
Publication of CN203878988U publication Critical patent/CN203878988U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a cylindrical steel moulding plate. The cylindrical steel moulding plate comprises a cylindrical barrel molding plate and a flexible moulding plate, wherein the cylindrical barrel moulding plate consists of two semicircular moulding plates which are connected with each other; reinforcing ribs are arranged on the outer side surface of the cylindrical barrel moulding plate; the flexible moulding plate comprises two semicircular moulding plates; turned edges are arranged on two sides of each semicircular moulding plate; slots are formed in the turned edges; reinforcing ribs are arranged on the upper portion of the outer side surface of each semicircular moulding plate; the two semicircular moulding plates are connected with each other to form the cylindrical flexible moulding plate; and the lower portion of the cylindrical flexible moulding plate is in inserted connection with the cylindrical barrel moulding plate. The flexible moulding plate can be matched with the existing cylindrical barrel moulding plate; the lower portion of the flexible moulding plate is in inserted connection with the cylindrical barrel moulding plate; the flexible moulding plate is inserted in the cylindrical barrel moulding plate so that the cylindrical steel moulding plate is formed; because the inserted depth can be adjusted, the height of the formed cylindrical moulding plate is variable; and the cylindrical steel moulding plate is suitable for buildings with different heights.

Description

A kind of cylindrical steel template
Technical field
The utility model relates to a kind of cylindrical steel template, belongs to building form.
Background technology
In existing traditional architecture engineering, column-form generally forms a cylindrical tube by two semicircular module splicings, then is spliced to form up and down column-form by multiple cylindrical tubes.Concrete, the both sides of semicircle module have flange, have perforate on flange, when two semicircular splicing, as long as by perforate alignment, then by bolton.In order to improve the firmness of cylindrical shell, the lateral surface of cylindrical shell is provided with crisscross reinforcing rib.
Existing normally batten splice template and fixed cylinder steel form one by one of template of building cylinder use.For the column-form splicing one by one for batten, its on-the-spot splicing is time-consuming, and what can only obtain being similar to be cylindrical, and batten can not have enough to meet the need recycling, not environmental protection, not material-saving by secondary substantially.For fixed cylinder steel form, because fixed cylinder steel form is all produced in batches, once therefore it has just been shaped after determining size.While use at the scene, just select the cylindrical steel template of varying number to carry out simple concatenation.
But, find in actual use, due to the height difference of building, in the time using cylindrical steel template splicing, between the distance from top building of template or laminated wood template, tend to occur one section of vacuum zone, between this vacuum zone, a complete column-form cannot be installed again.In order to address the above problem, existing method is to adopt the interim assembled formation column-form of batten, or temporarily alternative with plastic pipe (as pvc pipe).But obviously, which is more coarse, and reliability is lower, and for site operation, not only difficulty of construction is larger, but also exists security-hidden trouble.Therefore, develop a kind of scalable cylindrical steel template, to be applicable to the building of differing heights, there is positive realistic meaning.
Summary of the invention
The purpose of this utility model is to provide a kind of cylindrical steel template.
To achieve the above object of the invention, the technical solution adopted in the utility model is: a kind of cylindrical steel template, and comprise by two semicircle modules and splice the cylindrical tube template forming, the lateral surface of described cylindrical tube template is provided with reinforcing rib;
Also comprise stretching template, described stretching template comprises two semicircle modules, and the both sides of semicircle module have flange, have perforate on flange; The top of the lateral surface of semicircle module is provided with reinforcing rib.
Described two cylindrical stretching templates of semicircle module splicing composition, its underpart and described cylindrical tube template form connected structure.
Above, described to splice by two semicircle modules the cylindrical tube template forming be prior art, can adopt existing steel form.
Described stretching template is newly-designed, and it has removed the reinforcing rib of below on the basis of cylindrical tube template, makes its underpart and described cylindrical tube template form connected structure; Stretching template can be inserted in cylindrical tube template, complete splicing.Because insertion depth can regulate, thereby can form the column-form of differing heights, be applicable to the building of differing heights.
Stretching template comprises two semicircle modules, and the both sides of semicircle module have flange, has perforate on flange; This structure is identical with existing cylindrical tube template, thereby in the time pegging graft, as long as by perforate alignment, then can complete being fixedly connected with of stretching template and cylindrical tube template by bolton.
Preferably, be also provided with the connecting cylinder template coordinating with described stretching template; Connecting cylinder template and stretching template form connected structure; When grafting, the cross section of the flange of described connecting cylinder template and stretching template forms a complete circle.
This connecting cylinder template can additionally arrange one, and its object is exactly to form and coordinates with stretching template, and the top of connecting cylinder template and stretching template form connected structure, bottom it and conventional cylindrical tube template splicing.
When grafting, the cross section of the flange of described connecting cylinder template and stretching template forms a complete circle.Thereby can meet some building occasions higher to required precision.For the not high occasion of General Requirements, also can be without connecting cylinder template, and only use common cylindrical tube template; It is oval that this combination cylindrical shell is out partial to slightly, but entirety looks or is circular.
In technique scheme, be also provided with rubber strip, the thickness of rubber strip is identical with 2 times of thickness of the flange of stretching template.Rubber strip is the gap, space of the flange below for sealing stretching template, mortar leakage prevention.
Because technique scheme is used, the utility model compared with prior art has following advantages:
1. the utility model design has obtained a kind of new cylindrical steel template, design a kind of stretching template that can be used in conjunction with existing cylindrical tube template, by the bottom of stretching template and cylindrical tube template are formed to connected structure, stretching template is inserted and in cylindrical tube template, completes splicing, because insertion depth can regulate, thereby can form the column-form of differing heights, be applicable to the building of differing heights, solved the interim assembled formation column-form of available technology adopting batten or with plastic pipe (as pvc pipe) temporarily substitute and produce reliability lower, the large and security-hidden trouble problem of difficulty of construction, significant technique effect and positive realistic meaning are obtained,
2. the utility model can utilize existing cylindrical tube template, manufactures stretching template as long as extra, has therefore saved cost of production;
3. of the present utility model simple in structure, be easy to preparation, be suitable for applying.
Brief description of the drawings
Fig. 1 is the use state stereogram of the utility model embodiment mono-.
Fig. 2 is the use state front view of the utility model embodiment mono-.
Fig. 3 is the stereogram of the semicircle module template of stretching template in the utility model embodiment mono-.
Fig. 4 is the top view of the semicircle module template of stretching template in the utility model embodiment mono-.
Fig. 5 is the front view of the semicircle module template of stretching template in the utility model embodiment mono-.
Wherein: 1, cylindrical tube template; 2, reinforcing rib; 3, stretching template; 4, semicircle module; 5, flange; 6, perforate; 7, laminated wood template.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is further described.
Embodiment mono-
Shown in Fig. 1 ~ 5, a kind of cylindrical steel template, comprises by two semicircle modules and splices the cylindrical tube template 1 forming, the lateral surface of described cylindrical tube template is provided with reinforcing rib;
Also comprise stretching template 3, described stretching template comprises two semicircle modules 4, and the both sides of semicircle module have flange 5, have perforate 6 on flange; The top of the lateral surface of semicircle module is provided with reinforcing rib 2;
Described two cylindrical stretching templates of semicircle module splicing composition, its underpart and described cylindrical tube template form connected structure.
Find in actual use, according to the height difference of building, in the time using column-form splicing, between the distance from top laminated wood template 7 of template, adopt above-mentioned stretching template 3, make its underpart and cylindrical tube template form connected structure, complete splicing.Because insertion depth can regulate, thereby can form the column-form of differing heights, be applicable to the building of differing heights.
Embodiment bis-
A kind of cylindrical steel template, comprises by two semicircle modules and splices the cylindrical tube template forming, the lateral surface of described cylindrical tube template is provided with reinforcing rib;
Also comprise stretching template, described stretching template comprises two semicircle modules, and the both sides of semicircle module have flange, have perforate on flange; The top of the lateral surface of semicircle module is provided with reinforcing rib;
Described two cylindrical stretching templates of semicircle module splicing composition, its underpart and described cylindrical tube template form connected structure.
Above, described to splice by two semicircle modules the cylindrical tube template forming be prior art, can adopt existing steel form.
Also be provided with the connecting cylinder template coordinating with described stretching template; Connecting cylinder template and stretching template form connected structure; When grafting, the cross section of the flange of described connecting cylinder template and stretching template forms a complete circle.
This connecting cylinder template can additionally arrange one, and its object is exactly to form and coordinates with stretching template, and the top of connecting cylinder template and stretching template form connected structure, bottom it and conventional cylindrical tube template splicing.
When grafting, the cross section of the flange of described connecting cylinder template and stretching template forms a complete circle.Thereby can meet some building occasions higher to required precision.
In technique scheme, be also provided with rubber strip, the thickness of rubber strip is identical with 2 times of thickness of the flange of stretching template.Rubber strip is the gap, space of the flange below for sealing stretching template, mortar leakage prevention.

Claims (3)

1. a cylindrical steel template, comprises by two semicircle modules and splices the cylindrical tube template (1) forming, the lateral surface of described cylindrical tube template is provided with reinforcing rib; It is characterized in that:
Also comprise stretching template (3), described stretching template comprises two semicircle modules (4), and the both sides of semicircle module have flange (5), has perforate (6) on flange; The top of the lateral surface of semicircle module is provided with reinforcing rib (2);
Described two cylindrical stretching templates of semicircle module splicing composition, its underpart and described cylindrical tube template form connected structure.
2. cylindrical steel template according to claim 1, is characterized in that: be also provided with the connecting cylinder template coordinating with described stretching template; Connecting cylinder template and stretching template form connected structure; When grafting, the cross section of the flange of described connecting cylinder template and stretching template forms a complete circle.
3. cylindrical steel template according to claim 2, is characterized in that: be also provided with rubber strip, the thickness of rubber strip is identical with 2 times of thickness of the flange of stretching template.
CN201420264940.7U 2014-05-22 2014-05-22 Cylindrical steel moulding plate Expired - Fee Related CN203878988U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201420264940.7U CN203878988U (en) 2014-05-22 2014-05-22 Cylindrical steel moulding plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201420264940.7U CN203878988U (en) 2014-05-22 2014-05-22 Cylindrical steel moulding plate

Publications (1)

Publication Number Publication Date
CN203878988U true CN203878988U (en) 2014-10-15

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201420264940.7U Expired - Fee Related CN203878988U (en) 2014-05-22 2014-05-22 Cylindrical steel moulding plate

Country Status (1)

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CN (1) CN203878988U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104389422A (en) * 2014-11-16 2015-03-04 杨漩强 Combined steel structure building template
CN106193583A (en) * 2016-08-12 2016-12-07 中国华冶科工集团有限公司 Flexible steel form
CN111321673A (en) * 2020-03-23 2020-06-23 五冶集团上海有限公司 Bridge cylindrical pier template, assembling method and construction method of bridge cylindrical pier
CN111485714A (en) * 2020-04-22 2020-08-04 上海建工四建集团有限公司 Stiff bare concrete cylindrical template system and using method thereof
CN117418684A (en) * 2023-10-31 2024-01-19 上海二十冶建设有限公司 A sunken toilet combined hanging formwork system

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104389422A (en) * 2014-11-16 2015-03-04 杨漩强 Combined steel structure building template
CN106193583A (en) * 2016-08-12 2016-12-07 中国华冶科工集团有限公司 Flexible steel form
CN111321673A (en) * 2020-03-23 2020-06-23 五冶集团上海有限公司 Bridge cylindrical pier template, assembling method and construction method of bridge cylindrical pier
CN111485714A (en) * 2020-04-22 2020-08-04 上海建工四建集团有限公司 Stiff bare concrete cylindrical template system and using method thereof
CN111485714B (en) * 2020-04-22 2021-09-14 上海建工四建集团有限公司 Stiff bare concrete cylindrical template system and using method thereof
CN117418684A (en) * 2023-10-31 2024-01-19 上海二十冶建设有限公司 A sunken toilet combined hanging formwork system
CN117418684B (en) * 2023-10-31 2025-10-10 上海二十冶建设有限公司 A combined hanging formwork system for sunken toilets

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20141015

Termination date: 20160522