CN202954567U - Circular truncated cone post cap mold - Google Patents
Circular truncated cone post cap mold Download PDFInfo
- Publication number
- CN202954567U CN202954567U CN 201220653297 CN201220653297U CN202954567U CN 202954567 U CN202954567 U CN 202954567U CN 201220653297 CN201220653297 CN 201220653297 CN 201220653297 U CN201220653297 U CN 201220653297U CN 202954567 U CN202954567 U CN 202954567U
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- curved
- plate
- post cap
- fixedly connected
- angle iron
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- Expired - Lifetime
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Abstract
The utility model discloses a circular truncated cone post cap mold. The mold comprises four identical curved plates which can form a hopper shape, wherein the upper end of each curved plate is fixedly connected with a horizontal plate, and the lower end of each curved plate is fixedly connected with a vertical arc plate; the four curved plates are moveably connected with one other through angle iron with holes and bolts, so that the four curved plates form a hopper-shaped structure, and the four horizontal plates form a plate with a rectangular outer end and a round inner end; the four arc plates are moveably connected with one other through angle iron with holes and bolts, so that the four arc plates form a pipe; the outer end of each horizontal plate is provided with a frame made of angle iron; the connecting angle iron is fixedly connected with the angle iron frames; and the outer surfaces of the curved plates are provided with longitudinal ribs and horizontal ribs. The mold disclosed by the utility model is accurate in physical dimension, simple to operate and practical, and can ensure that the flatness of joint parts between a post cap and a post and between the post cap and a floor slab is controllable; the integral circular arc degree of the post cap meets design requirements; the effect of fair-faced concrete is reached; and simultaneously, the turnover rate of the post cap mold is enhanced, and the construction efficiency is improved.
Description
Technical field
The utility model belongs to building engineering field, relates to a kind of concrete column nose-circle important actor hat cone tool.
Background technology
It is several that reinforced concrete cast-in-situ formula superstructure is divided into one-way slabs girt strip superstructure, two-way slab girt strip superstructure, trave beam superstructure, unidirectional close rib building roof, two-way ribbed slab floor, arch without beam etc. by the girder system layout.Wherein arch without beam is by the directly load-bearing of concrete column (square or circular) of floor below, and capital must arrange cap, common are platform taper cap, broken line type cap and band supporting plate cap.The template of arch without beam is comprised of cap template and slab form, flat being connected firmly of suitable for reading and slab form edge of cap template, and the end opening of cap template firmly is connected with the post mould.
By existing formwork erection method, the cap template is first carried out field lofting, then the blanking assembling.Template plate face is general adopts long and narrow batten spelling or with flexibility bamboo plywood form moulding preferably, using the lumps of wood as back cord, and with steel pipe or larger diameter reinforcing bar banding, the template outside is supported with steel pipe, operation is more loaded down with trivial details, and the precision of artificial setting-out can't guarantee high standard, and the quality problems such as swollen mould in casting process happen occasionally, cause the concrete component permissible variation in dimension larger, particularly the distortion at cap position is larger.Form cycling rate is low simultaneously, and every cover template can only be used once.
The utility model content
The purpose of this utility model is to overcome deficiency of the prior art, and a kind of round platform cap mould is provided.
The technical solution of the utility model is summarized as follows:
A kind of round platform cap mould, comprise that four identical can form funnelform curved slab, the upper end of each curved slab is fixedly connected with level board, the lower end of each curved slab is fixedly connected with vertical arc plate, four curved slabs are flexibly connected by angle steel with holes and bolt between any two, make four curved slabs form funnel-shaped structure, making four level boards form an outer end is rectangle, the inner is circular plate, four arc plates are flexibly connected by angle steel with holes and bolt between any two, make four arc plates form pipe, be provided with the angle steel frame in the outer end of each level board, connecting angle is fixedly connected with described angle steel frame, the external surface of described curved slab is provided with vertical rib and cross rib.
The utility model round platform cap mould stiffness is large, and physical dimension is accurate, with other templates, is connected simply, operate simple, practical, make batch position planeness that connects of cap and pillar, floor reach controlled, the circular arc degree of cap integral body meets design requirement, and reaches the clear-water concrete effect.Increase the turnover rate of cap template simultaneously, improve construction efficiency.
The accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is front view of the present utility model.
The specific embodiment
Below in conjunction with accompanying drawing, the utility model is further described.
A kind of round platform cap mould, comprise that four identical can form funnelform curved slab 1, the upper end of each curved slab is fixedly connected with level board 2, the lower end of each curved slab is fixedly connected with vertical arc plate 3, four curved slabs are flexibly connected by angle steel 4 with holes and bolt between any two, make four curved slabs form funnel-shaped structure, making four level boards form an outer end is rectangle, the inner is circular plate, four arc plates are flexibly connected by angle steel with holes and bolt between any two, make four arc plates form pipe, be provided with angle steel frame 5 in the outer end of each level board, connecting angle 6 is fixedly connected with angle steel frame 5, the external surface of curved slab is provided with vertical rib 7 and cross rib 8.
The material of round platform cap mould can be selected steel plate and aluminium alloy plate etc.Vertical rib and cross rib can be used shaped steel.
In use, slab form be held on round platform cap mould connecting angle 6 above, the upper surface absolute altitude of slab form is consistent.When the pipe formed at four of round platform cap mould vertical arc plates is connected with column-form, adopt the typing band steel connected as clip and reinforce.
Claims (1)
1. a round platform cap mould, it is characterized in that comprising that four identical can form funnelform curved slab, the upper end of each curved slab is fixedly connected with level board, the lower end of each curved slab is fixedly connected with vertical arc plate, four curved slabs are flexibly connected by angle steel with holes and bolt between any two, make four curved slabs form funnel-shaped structure, making four level boards form an outer end is rectangle, the inner is circular plate, four arc plates are flexibly connected by angle steel with holes and bolt between any two, make four arc plates form pipe, be provided with the angle steel frame in the outer end of each level board, connecting angle is fixedly connected with described angle steel frame, the external surface of described curved slab is provided with vertical rib and cross rib.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220653297 CN202954567U (en) | 2012-11-29 | 2012-11-29 | Circular truncated cone post cap mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220653297 CN202954567U (en) | 2012-11-29 | 2012-11-29 | Circular truncated cone post cap mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202954567U true CN202954567U (en) | 2013-05-29 |
Family
ID=48460146
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220653297 Expired - Lifetime CN202954567U (en) | 2012-11-29 | 2012-11-29 | Circular truncated cone post cap mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202954567U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103276895A (en) * | 2013-06-06 | 2013-09-04 | 金陵科技学院 | Reversed-cone-shaped column cap die and die supporting method thereof |
| CN103711245A (en) * | 2013-12-20 | 2014-04-09 | 魏琏 | Hollow beamless floor system structure and construction method thereof |
| CN104420648A (en) * | 2013-08-24 | 2015-03-18 | 浙江省东阳第三建筑工程有限公司 | Rectangular monoclinal corner post cap cost-in-situ concrete structure template combining method |
| CN104763147A (en) * | 2015-04-08 | 2015-07-08 | 中国建筑土木建设有限公司 | Special template for circular truncated cone column cap and construction method thereof |
| CN108252511A (en) * | 2018-04-04 | 2018-07-06 | 安徽理工大学 | A kind of building pillar pours mold and its implementation |
| CN112177335A (en) * | 2020-09-23 | 2021-01-05 | 湖南省合创渣土运输有限公司 | Auxiliary conveying device for concrete pump truck to convey concrete |
-
2012
- 2012-11-29 CN CN 201220653297 patent/CN202954567U/en not_active Expired - Lifetime
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103276895A (en) * | 2013-06-06 | 2013-09-04 | 金陵科技学院 | Reversed-cone-shaped column cap die and die supporting method thereof |
| CN103276895B (en) * | 2013-06-06 | 2015-06-10 | 金陵科技学院 | Die supporting method of reversed-cone-shaped column cap die |
| CN104420648A (en) * | 2013-08-24 | 2015-03-18 | 浙江省东阳第三建筑工程有限公司 | Rectangular monoclinal corner post cap cost-in-situ concrete structure template combining method |
| CN103711245A (en) * | 2013-12-20 | 2014-04-09 | 魏琏 | Hollow beamless floor system structure and construction method thereof |
| CN103711245B (en) * | 2013-12-20 | 2017-02-22 | 魏琏 | Hollow beamless floor system structure and construction method thereof |
| CN104763147A (en) * | 2015-04-08 | 2015-07-08 | 中国建筑土木建设有限公司 | Special template for circular truncated cone column cap and construction method thereof |
| CN108252511A (en) * | 2018-04-04 | 2018-07-06 | 安徽理工大学 | A kind of building pillar pours mold and its implementation |
| CN112177335A (en) * | 2020-09-23 | 2021-01-05 | 湖南省合创渣土运输有限公司 | Auxiliary conveying device for concrete pump truck to convey concrete |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130529 |
|
| CX01 | Expiry of patent term |