CN2232955Y - Pillar formwork with adjustable section - Google Patents
Pillar formwork with adjustable section Download PDFInfo
- Publication number
- CN2232955Y CN2232955Y CN 94248276 CN94248276U CN2232955Y CN 2232955 Y CN2232955 Y CN 2232955Y CN 94248276 CN94248276 CN 94248276 CN 94248276 U CN94248276 U CN 94248276U CN 2232955 Y CN2232955 Y CN 2232955Y
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- template
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- millimeters
- formwork
- assembly
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Abstract
The utility model relates to a pillar formwork with adjustable sectional plane, which belongs to formwork used for building construction. The utility model is characterized in that an inverted omega-shaped strengthening connecting plate (8) arranged on the outer lateral surface of the formwork (1) is provided with a regulating port (12) for a through hole and an assembly pore (14) which corresponds to the inverted omega-shaped strengthening connecting plate (8); the distance of the regulating port (12) is adjustable, and the assembly pore (14) is arranged on the left lateral surface of the formwork (1). Through the change of the penetrating position of a fastening piece (3) on the regulating port (12) and the assembly pore (14), the using width of the formwork (1) can be adjusted, and the size of the sectional plane of the pillar formwork can be adjusted; the problem of heightening the pillar formwork can be solved, and cylindrical concrete construction which adapts to different sectional planes can be adjusted optionally. The utility model has the advantages of high utilization rate, simple and convenient assembly and disassembly, high speed and good quality, which brings convenience to design and construction.
Description
The utility model belongs to building form, relates to a kind of variable-area column template.
Existing conventional post template (square or square-section) is to finalize the design with standard form, it is the cross section that different standard forms only is applicable to a certain regulation respectively, and can not be suitable for other standard or off-gauge cross section, be that the cross section is nonadjustable, sometimes have to splice again with small-sized template, thereby the expense material of taking a lot of work, and the standard form utilization rate is low, brings a lot of inconvenience for design and construction.
The purpose of this utility model provides a kind of variable-area column template, one this kind of cover template, can solve column template increases, strengthens, can adjust the cylindricality concrete construction that is suitable for different cross section again within the specific limits arbitrarily, utilization rate is high, and easy accessibility is easily gone, for design and construction bring great convenience.
The concrete scheme of the utility model is as follows:
Typified form 1 (hereinafter to be referred as template), end face, bottom surface and right flank on it, all well-regulated double standard connecting hole, in pairs, roughly the same the common standard steel form can be used as to increase when widening and uses; Template 1 left surface central authorities have only row's assembly hole 14, hole count and orientation and template 1 lateral surface
Type reinforced company fishplate bar 8 is corresponding, and the size in hole is 14～22 millimeters of Φ;
8, one～four of type reinforced company fishplate bars, adjacent two interblocks distance is 400～1000 millimeters, after touching plate 1 assembly welding, from the right along its bottom center with 40～100 millimeters of spacings, beat the through hole of 14～22 millimeters of Φ, as adjustment hole 12,250～400 millimeters blank are left in its left side; Touching plate 1 outside also has: 9, two～eight of " eight " font stiffeners, and adjacent two interblocks distance is 200～400 millimeters; 10, two～four of the junction plates of adjustable support 2; 11, two～ten of the junction plates of ladder 7 and operating platform 4; End face also has 6, one～two on suspension hook on the template 1; After the general assembly, for larger cross-section, also having double end bolt pull bar 13 passes relative two and touches corresponding adjustment hole 12 on the plate 1, with locknut 5 lockings, and 13 sections parts in column section of double end bolt pull bar are with sleeve pipe, during form removal, extract double end bolt pull bar 13 out, sleeve pipe leaves in the concrete, and upper and lower adjacent double end bolt position bar 13 is placed according to the right-angled intersection principle.
Usefulness of the present utility model is: the cross section is adjustable, on template 1 lateral surface
The through hole that has adjustable distance on the type reinforced company fishplate bar 8---adjustment hole 12, and have on template 1 left surface with
Type reinforced company fishplate bar 8 corresponding assembly holes 14, change the position that securing member 3 is worn adjustment hole 12 and assembly hole 14 during assembling, can regulate template within the specific limits and use width, thereby the adjusting cross-sectional sizes, the cylindricality concrete construction of the applicable multiple different cross section of such cover template, the template utilization rate is high, dismounting is simple and easy to do, quality is also guaranteed, and fast, the safety of speed is for design and construction bring great convenience.
Fig. 1, general assembly drawing;
Fig. 2, the general assembly vertical view;
Fig. 3, A-A section, template 1 left surface view;
Fig. 4, B-B section, template 1 partial cross sectional views;
Embodiment: in conjunction with the accompanying drawings, further describe dimensional units: millimeter.
Template 1, high by 2700, wide by 2008, total thickness 104 (selecting steel plate thick 4 for use), end face on it, bottom surface, and right flank the standard connecting hole is all arranged, left surface has three Φ, 18 assembly holes 14;
Type reinforced company fishplate bar 8, totally three, every block length 2000, groove width 80, height overall 96 (selecting steel plate thick 4 for use), adjacent two center to center distance are 900, going up most, descend most the both sides piece to be 450 apart from template 1 upper and lower edge line, behind template 1 assembly welding, is that spacing beat Φ 18 adjustment holes 12 along its groove bottom center line with 50 from the right, 300 blank are stayed in the left side, do not punch; " eight " font stiffener 9, every block length 2000, maximum wide by 200, height overall 86 (selecting steel plate thick 4 for use), adjacent two center distance 300, totally six; 10, two of junction plates; 11, six of junction plates; 6, one on suspension hook.During assembling:, be in same horizontal level on selected relative two templates 1 according to the sectional dimension requirement
Corresponding adjustment hole 12 on the type stiffener 8, all with securing member 3 respectively with adjacent forms 1 left surface on corresponding assembly hole 14 shape that meets at right angles fit together, change the position that securing member 3 is worn adjustment hole 12 and assembly hole 14, adjustable formwork 1 effectively uses width, no matter be square or rectangle, all can regulate cross-sectional sizes, when column template need be increased, available had same cross section and total decking stack connection of differing heights.Need securing member 3 totally ten two covers during assembling, be M16 cast steel bolt and supporting nut.Assemble in place after, fixed: adjustable supports 2 is adjustable guy rope, and four are uniform, and an end is connected on the support and connection plate 10, and the other end is fixed on the anchor; Ladder 7 and operating platform 4 are fixed together with junction plate 11 dismoutabilities.
Above-mentioned template cross section adjustable extent (square or rectangle) 300 * 300～1800 * 1800; The high adjustable extent of post, 2700～5400, be lower than at 2700 o'clock and all can use.
Claims (4)
1. variable-area column template, form by template (1), adjustable support (2), operating platform (4), suspension hook (6), ladder (7), template (1) goes up the connecting hole that end face, bottom surface and right flank all have standard, use as increasing when widening, it is characterized in that: template (1) left surface has only row's assembly hole (14), hole count and orientation and template (1) lateral surface
Type reinforced company fishplate bar (8) is corresponding, and the size in hole is 14～22 millimeters of Φ;
Type reinforced company fishplate bar (8), one～four, upper and lower two interblocks are apart from 400～1000 millimeters, behind template (1) assembly welding, rise along 40～100 millimeters of its bottom land limit centreline spacings on the right, beats the through hole of 14～22 millimeters of Φ, as adjustment hole (12), 250～400 millimeters blank are left in the left side; According to sectional dimension, be in same horizontal level on selected relative two templates (1)
Corresponding adjustment hole (12) on the type stiffener (8), all use securing member (3) respectively with adjacent forms (1) left surface on corresponding assembly hole (14) shape that meets at right angles fit together, change the position that securing member (3) is worn adjustment hole (12) and assembly hole (14), adjustable formwork (1) effectively uses width, no matter be square or rectangle, all can regulate cross-sectional sizes, when column template need be increased, available have same cross section and total decking stack connection of differing heights, satisfies the demand.
2. according to the described variable-area column template of claim 1, it is characterized in that: when the cross section is big, also has double end bolt pull bar (13), it passes relative two templates (1) and goes up corresponding adjustment hole (12), with locking female (5) locking, in case perfusion is during concrete, template (1) distortion, and the part that double end bolt pull bar (13) cuts in column section is with sleeve pipe.
3. according to claim 1 or 2 described variable-area column templates, it is characterized in that: template (1) lateral surface has " eight " font stiffener (9), and two～eight, 200～400 millimeters of spacings.
4. according to claim 1 or 2 described variable-area column templates, it is characterized in that: template (1) lateral surface also has the junction plate (11) of junction plate (10), ladder (7) and the operating platform (4) of adjustable support (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 94248276 CN2232955Y (en) | 1994-12-27 | 1994-12-27 | Pillar formwork with adjustable section |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 94248276 CN2232955Y (en) | 1994-12-27 | 1994-12-27 | Pillar formwork with adjustable section |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2232955Y true CN2232955Y (en) | 1996-08-14 |
Family
ID=33853258
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 94248276 Expired - Fee Related CN2232955Y (en) | 1994-12-27 | 1994-12-27 | Pillar formwork with adjustable section |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2232955Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103912120A (en) * | 2014-04-22 | 2014-07-09 | 山西省宏图建设工程有限公司 | Novel tool type rectangular column mold reinforcing device |
| 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 |
| CN105926936A (en) * | 2016-06-14 | 2016-09-07 | 中国建筑第五工程局有限公司 | Fabricated section-adjustable formwork system for square stiff pillars and construction method of fabricated section-adjustable formwork system |
| CN109680935A (en) * | 2019-02-23 | 2019-04-26 | 江苏精享裕建工有限公司 | Fill the mold method and structure of wall construction column |
-
1994
- 1994-12-27 CN CN 94248276 patent/CN2232955Y/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103912120A (en) * | 2014-04-22 | 2014-07-09 | 山西省宏图建设工程有限公司 | Novel tool type rectangular column mold reinforcing device |
| 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 |
| CN105926936A (en) * | 2016-06-14 | 2016-09-07 | 中国建筑第五工程局有限公司 | Fabricated section-adjustable formwork system for square stiff pillars and construction method of fabricated section-adjustable formwork system |
| CN105926936B (en) * | 2016-06-14 | 2018-08-07 | 中国建筑第五工程局有限公司 | Rectangular stiffened column assembled variable area template system and its construction method |
| CN109680935A (en) * | 2019-02-23 | 2019-04-26 | 江苏精享裕建工有限公司 | Fill the mold method and structure of wall construction column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |