CN104563496A - Construction structure of cylindrical die - Google Patents
Construction structure of cylindrical die Download PDFInfo
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- CN104563496A CN104563496A CN201410813125.6A CN201410813125A CN104563496A CN 104563496 A CN104563496 A CN 104563496A CN 201410813125 A CN201410813125 A CN 201410813125A CN 104563496 A CN104563496 A CN 104563496A
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Abstract
The invention discloses a construction structure of a cylindrical die, relates to the technical field of building construction and relates to design technology of an auxiliary tool for building construction, in particular to the construction structure of the cylindrical die. The construction structure is characterized in that the outer side of a hollow cylindrical template is fastened by muffling the template by steel strip post hoops at equal intervals; the hollow cylindrical template is vertically inserted into the middle of a dual-row scaffold; templates are overlapped to required height, and seams are connected by the steel strip post hoops; at the two thirds elevation of the cylindrical die, a throwing support structure used for guaranteeing the perpendicularity and the stability of a post is arranged. The construction structure has the positive effects that a post hoop material is simple, construction is convenient to perform, and a cylinder reinforcing effect is good; the safety of workers during construction can be guaranteed by the dual-row scaffold which encloses a cylinder; throwing support steel pipes and short steel pipes form a whole, so that the stability of the cylinder and the perpendicularity of concrete can be effectively controlled; the problem of poor reinforcing quality of a cylinder in a construction field is solved by the structure, and the construction process is improved.
Description
Technical field
Belong to technical field of building construction, relating to the designing technique of building operations aid, is exactly the constructing structure of concrete cylindrical mould.
Background technology
According to design drawing, in building operations, often can encounter circular columns, the construction method of circular columns compares at present and common are: punching block method, sheet wooden model method in bulk, ripple tube method.Wherein punching block method is a reasonable scheme, but early investment is larger, and the time customized is long, moreover due to the diversity of architectural design, the use of circular punching block does not reach the desirable number of turnover, therefore causes construction economical not, and general project uses fewer; When circular columns engineering quantity is fewer time, in bulk with sheet wooden model is also a kind of method, but problem quality cannot ensure, perception is not all right, if it is at all unworkable to do clear water mould; Also have a kind of method to be that bellows serves as template, although concreting rear surface perception can meet the demands, bellows can not be reused, and bean column node place piece also cannot reach expected effects, uses not two kinds of methods above convenient; We use a kind of novel cylinder construction method recently, adopt the circular shuttering of finished product to construct, reinforce, can make up the defect of three kinds of methods above well, meet the requirement of current construction better with clip.
Summary of the invention
The invention provides a kind of constructing structure of easy, a kind of cylinder mold that cost is low, safe.
The technical scheme that the present invention takes:
A constructing structure for cylinder mold, described cylinder mold builds the concrete template of cylinder, described template for one, and by two shaping semicircle templates, template both sides are tongue and groove respectively, two semicircle template engaged one-tenth hollow cylinder templates; Its structure is: outside hollow cylinder template, and to be wrapped at equal intervals dies plate tap by steel bar tie, hollow cylinder template assigns in the middle of double-pole scaffold vertically; Be laminated to height as required between template mutually, seam crossing is connected by steel bar tie; At cylinder mold 2/3 absolute altitude place, the throwing support structure for guaranteeing pillar verticality and stability is set.
The good effect implemented after the present invention is: tie material is simple, and easy construction is effective to cylindrical reinforcement; Around the double-pole scaffold of cylinder can ensure workman construct in safety; Throwing support steel pipe and short steel pipes form an entirety, effectively can control stability and the concrete verticality of circular columns; This solves a difficult problem for job site circular columns strengthening quality difference, improve cylindrical concrete and build quality and working security, improve construction technology, and this features simple structure, material can reuse, and has saved cost, has saved resource.
Accompanying drawing explanation
Fig. 1, semicircle template schematic diagram,
Fig. 2, steel bar tie schematic diagram,
Fig. 3, double-pole scaffold schematic diagram,
Fig. 4, throwing support structure schematic diagram,
Fig. 5, overall structure figure.
Detailed description of the invention
Now the invention will be further described by reference to the accompanying drawings
A constructing structure for cylinder mold, described cylinder mold builds the concrete template of cylinder, described template for one, is tongue 2 and groove 3, two semicircle template engaged one-tenth hollow cylinder templates respectively by two shaping semicircle template 1 template both sides; It is characterized in that: outside hollow cylinder template, to be wrapped at equal intervals dies plate tap by steel bar tie 4, hollow cylinder template assigns in the middle of double-pole scaffold vertically; Be laminated to height as required between template mutually, seam crossing is connected by steel bar tie; At cylinder mold 2/3 absolute altitude place, the throwing support structure 14 for guaranteeing pillar verticality and stability is set.
Described steel bar tie is that steel plate strip 5 is pressed into toroidal, and all have 90 to be outside one's consideration bending 6 in the two ends of steel plate strip, bending part is porose, fastening through bolt 7 and nut 8.
Described double-pole scaffold, its formation is: to be spacedly distributed each 4 straight-bars near the stock on ground, parallel ground, orthogonal, form and be called one deck of bar 10 of sweeping the floor all have the vertical rod 11 of a vertical ground in horizontal stock staggered place, be spacedly distributed above bar of sweeping the floor two layers of vertical pole 13 parallel with bar of sweeping the floor and cross bar 12, three bar infalls have fastening solid, form double-pole scaffold 17.
Described throwing support structure, the steel pipe 15 at four direction and angle at 45 °, ground is pointed to by 4, wherein two bar upper ends are shelved on by the same side, diagonal angle forming four angles of groined type around cylinder mold four quarter butts 16 respectively, other two bar upper ends are shelved on the both sides at sky angle respectively, fastening by fastener, overall composition throws support structure 14.
Claims (4)
1. the constructing structure of a cylinder mold, described cylinder mold builds the concrete template of cylinder for one, described template is tongue (2) and groove (3) by two shaping semicircle template (1) template both sides respectively, two semicircle template engaged one-tenth hollow cylinder templates; It is characterized in that: outside hollow cylinder template, to be wrapped at equal intervals dies plate tap by steel bar tie (4), hollow cylinder template assigns in the middle of double-pole scaffold vertically; Be laminated to height as required between template mutually, seam crossing is connected by steel bar tie; At cylinder mold 2/3 absolute altitude place, the throwing support structure (14) for guaranteeing pillar verticality and stability is set.
2. a kind of cylinder mold according to claim 1 and constructing structure thereof, it is characterized in that: described steel bar tie is that steel plate strip (5) is pressed into toroidal, all have 90 to be outside one's consideration bending (6) in the two ends of steel plate strip, bending part is porose, fastening through bolt (7) and nut (8).
3. a kind of cylinder mold according to claim 1 and constructing structure thereof, it is characterized in that: described double-pole scaffold, its formation is: to be spacedly distributed each 4 straight-bars near the stock on ground, parallel ground, orthogonal, form the one deck being called bar of sweeping the floor (10), the vertical rod (11) of a vertical ground is all had in horizontal stock staggered place, to sweep the floor two layers of vertical pole (13) parallel with bar of sweeping the floor and the cross bar (12) of being spacedly distributed above bar, three bar infalls have fastening solid, form double-pole scaffold (17).
4. a kind of cylinder mold according to claim 1 and constructing structure thereof, it is characterized in that: described throwing support structure, the steel pipe (15) at four direction and angle at 45 °, ground is pointed to by 4, wherein two bar upper ends are shelved on by the same side, diagonal angle forming four angles of groined type around cylinder mold four quarter butts (16) respectively, other two bar upper ends are shelved on the both sides at sky angle respectively, fastening by fastener, overall composition throws support structure (14).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201410813125.6A CN104563496A (en) | 2014-12-24 | 2014-12-24 | Construction structure of cylindrical die |
Applications Claiming Priority (1)
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CN201410813125.6A CN104563496A (en) | 2014-12-24 | 2014-12-24 | Construction structure of cylindrical die |
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CN104563496A true CN104563496A (en) | 2015-04-29 |
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CN201410813125.6A Pending CN104563496A (en) | 2014-12-24 | 2014-12-24 | Construction structure of cylindrical die |
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Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108240070A (en) * | 2017-12-12 | 2018-07-03 | 广东省建筑工程机械施工有限公司 | A kind of casting method of tall and big batter post |
CN109386129A (en) * | 2017-08-04 | 2019-02-26 | 上海宝冶集团有限公司 | The reinforcement means of large-diameter concrete column-form |
CN110219460A (en) * | 2019-06-19 | 2019-09-10 | 银广厦集团有限公司 | A kind of outer hoop entirety pulling type cylindrical frame beam construction method |
CN114439222A (en) * | 2022-03-03 | 2022-05-06 | 中国建筑第八工程局有限公司 | Concrete cylinder's construction equipment |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN203285051U (en) * | 2013-03-08 | 2013-11-13 | 中天建设集团有限公司 | Hoop for reinforcing circular column on construction site |
WO2014015670A1 (en) * | 2012-07-25 | 2014-01-30 | Zhang Bo | Elastic mold for fabricating concrete cylinder |
CN203499247U (en) * | 2013-08-16 | 2014-03-26 | 中国建筑第八工程局有限公司 | Cylinder shaping wooden mold construction structure |
CN203808504U (en) * | 2014-03-28 | 2014-09-03 | 中国建筑第六工程局有限公司 | Homemade reinforcing device for cylindrical template |
CN203977862U (en) * | 2014-07-21 | 2014-12-03 | 刘辉光 | A kind of concrete cylindrical construction fastening devices |
CN204418663U (en) * | 2014-12-24 | 2015-06-24 | 中天建设集团有限公司 | A kind of constructing structure of cylinder mold |
-
2014
- 2014-12-24 CN CN201410813125.6A patent/CN104563496A/en active Pending
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2014015670A1 (en) * | 2012-07-25 | 2014-01-30 | Zhang Bo | Elastic mold for fabricating concrete cylinder |
CN203285051U (en) * | 2013-03-08 | 2013-11-13 | 中天建设集团有限公司 | Hoop for reinforcing circular column on construction site |
CN203499247U (en) * | 2013-08-16 | 2014-03-26 | 中国建筑第八工程局有限公司 | Cylinder shaping wooden mold construction structure |
CN203808504U (en) * | 2014-03-28 | 2014-09-03 | 中国建筑第六工程局有限公司 | Homemade reinforcing device for cylindrical template |
CN203977862U (en) * | 2014-07-21 | 2014-12-03 | 刘辉光 | A kind of concrete cylindrical construction fastening devices |
CN204418663U (en) * | 2014-12-24 | 2015-06-24 | 中天建设集团有限公司 | A kind of constructing structure of cylinder mold |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109386129A (en) * | 2017-08-04 | 2019-02-26 | 上海宝冶集团有限公司 | The reinforcement means of large-diameter concrete column-form |
CN108240070A (en) * | 2017-12-12 | 2018-07-03 | 广东省建筑工程机械施工有限公司 | A kind of casting method of tall and big batter post |
CN108240070B (en) * | 2017-12-12 | 2020-04-28 | 广东省建筑工程机械施工有限公司 | Pouring method of tall and big batter post |
CN110219460A (en) * | 2019-06-19 | 2019-09-10 | 银广厦集团有限公司 | A kind of outer hoop entirety pulling type cylindrical frame beam construction method |
CN114439222A (en) * | 2022-03-03 | 2022-05-06 | 中国建筑第八工程局有限公司 | Concrete cylinder's construction equipment |
CN114439222B (en) * | 2022-03-03 | 2023-09-01 | 中国建筑第八工程局有限公司 | Construction device for concrete cylinder |
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Application publication date: 20150429 |