CN204850443U - Fixed structure of cylinder mould - Google Patents

Fixed structure of cylinder mould Download PDF

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Publication number
CN204850443U
CN204850443U CN201520146876.7U CN201520146876U CN204850443U CN 204850443 U CN204850443 U CN 204850443U CN 201520146876 U CN201520146876 U CN 201520146876U CN 204850443 U CN204850443 U CN 204850443U
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CN
China
Prior art keywords
template
steel band
steel
cylinder mold
fixed structure
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
CN201520146876.7U
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Chinese (zh)
Inventor
龙敏健
陈静
彭振峰
黄韬
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.)
China Construction Fourth Engineering Division Corp Ltd
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China Construction Fourth Engineering Division Corp 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.)
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Publication date
Application filed by China Construction Fourth Engineering Division Corp Ltd filed Critical China Construction Fourth Engineering Division Corp Ltd
Priority to CN201520146876.7U priority Critical patent/CN204850443U/en
Application granted granted Critical
Publication of CN204850443U publication Critical patent/CN204850443U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

(B, ) the utility model discloses a fixed structure of cylinder mould, the cylinder mould is formed by one group leader's template (1) and a set of short template (2) combination, horizontal seam (6) crisscross setting between template and the template, horizontal seam (6) outer steel band hoop (4) that is equipped with, stuff (8) are located to be equipped with in perpendicular seam (7) between template and the template, and stuff (8) are through steel band hoop (4) and template fixed connection. The utility model discloses a cylinder mould adopts semi -circular mold sheet composition to form, and the internal surface is smooth, and circularity is accurate to has certain intensity. Cylinder mould seam is few, and the roughness is high, the inseparable tightness of vertical seam thick liquid. Easily shaping, easy dismounting, the efficiency is high. Thermal insulation performance is good, is favorable to winter construction. Good thixotropy and good handling property. The utility model discloses a fixing means be difficult to produces warpage, ftractures, hydrolytic resistance is good, high, the long service life of turnover number of times. The drawing of patterns is easy, scribbles the one deck release agent during use, and the reinforcement staple bolt loosens can be peeled off automatically, reduces the template and damages. (B, )

Description

A kind of fixed structure of cylinder mold
Technical field
the utility model relates to a kind of fixed structure of cylinder mold, belongs to steel pipe column technical field of construction.
Background technology
at present in the various architectural design of China, there is cylinder system in a large number, a lot of unit in charge of construction, when cylinder is constructed, adopts traditional cylinder sizing steel, wood formwork system more, but this template system exists that piece is many, time-consuming, cost is high, from the problem such as great, moved by hand is inconvenient.
Utility model content
the purpose of this utility model is, provides a kind of fixed structure of cylinder mold, and to overcome, prior art piece is many, time-consuming, cost is high, from the problem such as great, moved by hand is inconvenient.
the technical solution of the utility model:
the fixed structure of a kind of cylinder mold of the present utility model is, described cylinder mold is formed by group leader's template and one group of short form assembly; Horizontal joint between template and template is crisscross arranged, and is provided with steel strap outside horizontal joint; Vertical joint place between template and template is provided with batten, and batten is fixedly connected with template through steel strap.
in aforementioned structure, described long template and short template are wooden or glass fiber reinforced plastic product.
in aforementioned structure, described steel strap is thickness 15 ~ 25mm, the annular construction member that the steel band that width is not less than 50mm is bent into, and steel band two ends are provided with 90 ° of flangings, and flanging is provided with fastener hole, and the fastener hole at steel band two ends connects through screw bolt and nut.
in aforementioned structure, described flanging is provided with fastener hole, and the fastener hole one at steel band two ends is aperture unthreaded holes slightly larger than the diameter of bolt, and another is the screwed hole with bolt matching, and steel band two ends connect through bolt.
in aforementioned structure, the binding face that described batten and vertical joint are fitted is arc surface.
owing to have employed technique scheme, compared with prior art, cylinder mold of the present utility model adopts semicircle form assembly to form to the utility model, and inner surface is smooth, and circularity is accurate, and has certain intensity.Cylinder mold seam is few, and planeness is high, vertical abutment joint closely not spillage.Be easy to shaping, easy accessibility, effect is high.Good heat insulating, is conducive to winter construction.Have good workability.Carpenter can follow closely template according to construction requirement at the construction field (site), saw, hole, cutting etc., can need the template being processed into various shape according to construction, simple, convenient, save time.Be not easy to produce buckling deformation, do not ftracture, water resistance is good, the number of turnover is high, long service life.The demoulding is easy, is coated with one deck release agent during use, reinforces anchor ear and unclamps and can automatically peel off, reduce damaged template.
Accompanying drawing explanation
fig. 1 is construction sequence schematic diagram of the present utility model;
fig. 2 is structural representation of the present utility model;
fig. 3 is the structural representation of steel strap;
fig. 4 is the structural representation of batten;
fig. 5 is the schematic diagram of template.
the long template of being labeled as in accompanying drawing: 1-, the short template of 2-, 3-lower floor floor, 4-steel strap, 5-breach, 6-horizontal joint, 7-vertical joint, 8-batten, 9-notch, 10-steel band, 11-flanging, 12-fastener hole, 13-bolt, 14-nut.
Detailed description of the invention
the utility model is constructed by the fixing means of following a kind of cylinder mold, as shown in Figure 2, cylinder mold described in the method adopts the different semicircle template of length to set up, horizontal joint 6 between template and template is crisscross arranged, by steel strap 4 shutoff horizontal joint 6 also fixed form, by batten 8 shutoff vertical joint 7, batten 8 is fixed by steel strap 4; Its step is as shown in Figure 1:
step one, a long template 1 and a short template 2 bottom alignment be placed on lower floor's floor 3 and synthesize a circle;
step 2, apart from 100mm place, short template two ends steel strap 4 by left-right template banding;
step 3, long template 1 bottom to be docked with lower template top, simultaneously apart from this 100mm place, template two ends with steel strap 4 by left-right template banding;
step 4, long template is adopted to repeat the staggered docking of step 3, until reach the design height of cylinder mold;
step 5, with a short template 2 polishing breach 5;
step 6, bind round one steel strap 4 at horizontal joint 6 place of every block template;
step 7, be greater than 250mm place in steel strap 4 spacing and mend hoop iron strap;
step 8, vertically with the middle part of template at vertical joint 7 place of template puts batten 8 and with intersection's kerf mouth 9 of wood saw at batten and steel strap, the vertical joint 7 of batten and template is fitted;
step 9, fixed by long stuff 8 with one group of steel strap 4, the spacing of steel strap is not more than 250mm.
described steel strap 4 as shown in Figure 3, for thickness 15 ~ 25mm, the annular construction member that the steel band 10 that width is not less than 50mm is bent into, steel band 10 two ends are provided with 90 ° of flangings 11, flanging 11 is provided with fastener hole 12, and the fastener hole 12 at steel band 10 two ends is connected with nut 14 through bolt 13.Flanging 11 is provided with fastener hole 12, the fastener hole 12 at steel band 10 two ends also can one be the unthreaded hole of aperture slightly larger than bolt 13 diameter, another is the screwed hole with bolt matching, and steel band 10 two ends connect through bolt 13, can without nut.As shown in Figure 4, the binding face that batten 8 and vertical joint 7 are fitted is arc surface, to guarantee the binding face of batten and fitting tightly of vertical joint 7, and spillage when preventing from building.
the fixed structure of the of the present utility model a kind of cylinder mold formed as stated above, as shown in Figure 2, described cylinder mold combines (see figure 5) by group leader's template 1 and one group short template 2; Horizontal joint 6 between template and template is crisscross arranged, and is provided with steel strap 4 outside horizontal joint 6; Vertical joint 7 place between template and template is provided with batten 8, and batten 8 is fixedly connected with template through steel strap 4.Long template 1 and short template 2 are wooden or glass fiber reinforced plastic product.Steel strap 4 is thickness 15 ~ 25mm as shown in Figure 3, the annular construction member that the steel band 10 that width is not less than 50mm is bent into, and steel band 10 two ends are provided with 90 ° of flangings 11, and flanging 11 is provided with fastener hole 12, and the fastener hole 12 at steel band 10 two ends is connected with nut 14 through bolt 13.Flanging 11 is provided with fastener hole 12, and the fastener hole one at steel band 10 two ends is aperture unthreaded holes slightly larger than bolt 13 diameter, and another is the screwed hole with bolt matching, and steel band 10 two ends connect through bolt 13.As shown in Figure 4, the binding face that batten 8 and vertical joint 7 are fitted is arc surface.
Embodiment
semicircle wooden form or glass steel formwork assembled time left-right template interlock assembled and become cylinder mold by steel strap.Steel strap is along cylinder mold longitudinal arrangement, and the steel strap of bottommost is located at distance 100mm place, ground, at the horizontal joint place of every block cylinder mold together with each setting in horizontal joint upper and lower 100mm place steel strap; Remaining is arranged by spacing 200 ~ 250mm.Cylinder mold four direction is respectively vertical places batten 8, and wherein two battens are positioned at vertical joint 7 place of left-right template, and fix with one group of steel strap.As shown in Figure 4, notch 9 is sawed by batten 7 and steel strap 4 intersection, fits tightly, mortar leakage prevention with the vertical joint 7 of the arc surface and cylinder mold of guaranteeing batten 9.The steel strap of fixing batten 9 is as far as possible between the steel strap of fixed form, and its spacing should between 200 ~ 250mm.
steel strap configuration model, spacing see the following form:
in distance, 100mm place, ground arranges first steel strap, arranges a steel strap, each setting in horizontal joint upper and lower 100mm place one steel strap at horizontal joint place.Remaining is according to requiring in table to arrange.
pouring quality of the present utility model, the quality of template is crucial, therefore should the acceptance criteria of strict Control architecture.
circle template quality specifications is as follows:
(1) technical performance must meet related quality criterion (by harvesting, checking that march into the arena wood plywood product certificate and examining report are checked).
(2) presentation quality check criteria (by observing inspection) any part must not have rotten, mildew, bubbling.Defect at edge of panel, fluffing must not be had.Every square metre of veneer comes unstuck and is not more than 0.001m 2 .Every square metre of contaminated area is not more than 0.005m 2
(3) specification standard thickness detects: with invar tape at distance edges of boards 20mm place, length limit surveys 3 points, 1 point respectively, gets 8 averages; Each measuring point and average value difference are deviation.Length and width detects: measure with invar tape respectively often open each 2 points of plate length and width at distance edges of boards 100mm place, average.Diagonal difference detects: the difference measuring two diagonal with invar tape.Angularity detects: with straight steel ruler amount catercorner length, and with maximum action between wedge-shaped feeler gauge (or invar tape) dimension ruler and plate face, the latter and the former ratio are angularity.

Claims (5)

1. a fixed structure for cylinder mold, is characterized in that: described cylinder mold is combined by group leader's template (1) and one group of short template (2); Horizontal joint (6) between template and template is crisscross arranged, and is provided with steel strap (4) outside horizontal joint (6); Vertical joint (7) place between template and template is provided with batten (8), and batten (8) is fixedly connected with template through steel strap (4).
2. structure according to claim 1, is characterized in that: described long template (1) and short template (2) are wooden or glass fiber reinforced plastic product.
3. the fixed structure of cylinder mold according to claim 2, it is characterized in that: described steel strap (4) is thickness 15 ~ 25mm, the annular construction member that the steel band (10) that width is not less than 50mm is bent into, steel band (10) two ends are provided with 90 ° of flangings (11), flanging (11) is provided with fastener hole (12), and the fastener hole (12) at steel band (10) two ends is connected with nut (14) through bolt (13).
4. the fixed structure of cylinder mold according to claim 3, it is characterized in that: described flanging (11) is provided with fastener hole (12), the fastener hole (12) one at steel band (10) two ends is aperture unthreaded holes slightly larger than bolt (13) diameter, another is the screwed hole with bolt matching, and steel band (10) two ends connect through bolt (13).
5. the fixed structure of cylinder mold according to claim 4, is characterized in that: the binding face that described batten (8) and vertical joint (7) are fitted is arc surface.
CN201520146876.7U 2015-03-16 2015-03-16 Fixed structure of cylinder mould Expired - Fee Related CN204850443U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520146876.7U CN204850443U (en) 2015-03-16 2015-03-16 Fixed structure of cylinder mould

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520146876.7U CN204850443U (en) 2015-03-16 2015-03-16 Fixed structure of cylinder mould

Publications (1)

Publication Number Publication Date
CN204850443U true CN204850443U (en) 2015-12-09

Family

ID=54741008

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520146876.7U Expired - Fee Related CN204850443U (en) 2015-03-16 2015-03-16 Fixed structure of cylinder mould

Country Status (1)

Country Link
CN (1) CN204850443U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105569331A (en) * 2016-02-29 2016-05-11 河北建筑工程学院 Simple supporting method for cylindrical concrete formwork
CN111075191A (en) * 2019-12-10 2020-04-28 马鞍山智聚信息科技有限公司 A formwork subassembly for circular muddy earth pillar

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105569331A (en) * 2016-02-29 2016-05-11 河北建筑工程学院 Simple supporting method for cylindrical concrete formwork
CN105569331B (en) * 2016-02-29 2017-12-19 河北建筑工程学院 A kind of simple support method of concrete cylindrical template
CN111075191A (en) * 2019-12-10 2020-04-28 马鞍山智聚信息科技有限公司 A formwork subassembly for circular muddy earth pillar

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

Granted publication date: 20151209

Termination date: 20170316

CF01 Termination of patent right due to non-payment of annual fee