CN204040471U - A kind of Novel direct piece cap template - Google Patents
A kind of Novel direct piece cap template Download PDFInfo
- Publication number
- CN204040471U CN204040471U CN201420501474.XU CN201420501474U CN204040471U CN 204040471 U CN204040471 U CN 204040471U CN 201420501474 U CN201420501474 U CN 201420501474U CN 204040471 U CN204040471 U CN 204040471U
- Authority
- CN
- China
- Prior art keywords
- template
- cap
- column
- column template
- extension plate
- 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 - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 14
- 239000010959 steel Substances 0.000 claims description 13
- 238000009434 installation Methods 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 description 5
- 230000007547 defect Effects 0.000 description 4
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 2
- 235000017491 Bambusa tulda Nutrition 0.000 description 2
- 241001330002 Bambuseae Species 0.000 description 2
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 2
- 239000011425 bamboo Substances 0.000 description 2
- 230000007812 deficiency Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000008447 perception Effects 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A kind of Novel direct piece cap template is made up of cap template and column template two parts, described cap template and column template are the two panels template composition of support column diametric(al) symmetry, described cap template and column template link are provided with column template extension plate, the specification size of described column template extension plate is identical with column template, and described cap template and column template extension plate are formed in one; Described column template is bolted on the column template extension plate of cap template, between described cap template and cap template and be all bolted fixing between column template and column template.Described Novel pole hat cone plate has that structure is simple, installation effectiveness is high, energy-conserving and environment-protective, can recycle, be applicable to the cap system of different structure shape, can stop spillage especially, run the problems such as problem such as mould.
Description
Technical field
The utility model relates to building cover structure field in construction work, particularly relates to the cap stay in place formwork support system of arch without beam.
Background technology
Underground garage arch without beam when structure design adopts more and more extensive, and cap template adopts wooden form to make usually, and expense of taking a lot of work is expected, does not conform to the overall situation of energy-conserving and environment-protective.On-the-spot processing wooden form precision is not high, and spillage, the common quality defect occurrence frequencies such as mould that rise are high.It is large that cap form bracing system sets up difficulty, there is unstability hidden danger.
Existing in addition, also there is certain technological deficiency in the existing cap stay in place formwork support system technical scheme disclosed about arch without beam.
As the utility model patent that publication number is CN 203213591, this technical scheme is mainly for special circular post cap Structure type template, and column-form is made up of semicircle plank into two pieces, and cap template is formed by multiple arc-shaped steel panel splicing.The defect that this technical scheme exists is: the first, the tie point of cap template is too many, easily goes wrong, installs loaded down with trivial details; The second, the connection end point of cap template and column-form install complicated easily there is spillage, the problem of the mould that rises; Three, the material that column-form uses is template, has expense material of taking a lot of work, is unfavorable for the defect of environmental protection.
Such as publication number is the utility model patent of CN202951567 again, this technical scheme center pillar hat cone plate is assembled formed in addition by four identical bucket-shaped curved slab of leakage one that can form, 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, four curved slabs are made to form the bucket-shaped structure of leakage one, 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, four arc plates are made to form pipe, the outer end of each level board is provided with angle steel frame, 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 defect that this technical scheme exists is: the first, this kind of round platform cap mould can only be used for that special cap is funnel-form, support column is columniform cap stay in place formwork support system, not general for cap stay in place formwork support system that is square or other types; The second, this kind of round platform cap Design of Dies complex structure, also needs outside cap to arrange support frame separately; Three, install loaded down with trivial details, cost is higher.
Summary of the invention
The utility model is for the deficiencies in the prior art, a kind of Novel direct piece cap template proposed, described Novel pole hat cone plate has that structure is simple, installation effectiveness is high, energy-conserving and environment-protective, can recycle, be applicable to the cap system of different structure shape, can spillage be stopped especially, run the problems such as problem such as mould.
A kind of Novel direct piece cap template described in the utility model is made up of cap template and column template two parts, the two panels template that described cap template and column template are along support column diametric(al) symmetry forms, described cap template and column template link are provided with column template extension plate, the specification size of described column template extension plate is identical with column template, and described cap template and column template extension plate are formed in one; Described column template is bolted on the column template extension plate of cap template, between described cap template and cap template and be all bolted fixing between column template and column template.
For the cap structure of the arch without beam of large scale structure, for ensureing that distortion does not appear in template, anchor ear can be had in described a kind of Novel direct piece cap template arranged outside.
Described column template extension plate length is more than or equal to 150 millimeters.
The steel plate that described cap template and column template adopt thickness to be greater than 15 millimeters.
Described cap template and column template are less than the steel plate of 15 millimeters by thickness and support frame is integrally formed.
Described cap template can also be connected by the mode of four joint modes or fastener with between column template.
The beneficial effect of technical scheme described in the utility model is: what the first, tradition adopted is bamboo slab rubber, bamboo slab rubber is wooden form, and fixing difficulty is comparatively large, and bearing capacity is limited, easy race mould, and adopt the steel template of the technical program can control race modulus problem well; The second, traditional steel die sheet-pile hat cone plate and column template separate at post and cap intersection, and the technical program employing is that cap template is to downward-extension 150mm, make the intersection of cap and column template in the straight template of post, avoid because of the oblique template of cap in out-of-date methods crossing with column template time be not easy to control spillage problem; Three, the technical program steel cap is the splicing of class " [] " font, whole cap template only has two panels template, and the edge joint position of two panels template is not at the linea angulata of cap, and traditional steel form piece is in the corner of cap, four oblique angle pieces of cap are uneven, have influence on the perception of cap; Four, first the cap template of the technical program has spliced, and is lifting into position, and traditional method first monolithic that is cap template is carrying out assembled after lifting position, is first assembled in position and can reduces difficulty assembled on column template.
Accompanying drawing explanation
The column template structural representation of Fig. 1 a kind of Novel direct piece cap template described in the utility model;
The overall structure schematic diagram of Fig. 2 a kind of Novel direct piece cap template described in the utility model;
In figure: 1, cap template, 2, column template, 3, bolt, 4, steel plate, 5, U support frame, 6, column template extension plate.
Detailed description of the invention
As depicted in figs. 1 and 2, a kind of Novel direct piece cap template is made up of cap template 1 and column template 2 two parts, described cap template 1 and column template 2 are made up of the two panels template along support column diametric(al) symmetry, described cap template 1 is provided with column template extension plate 6 with column template 2 link, the specification size of described column template extension plate 6 is identical with column template 2, and described cap template 1 is formed in one with column template extension plate 6; Described column template 1 is connected on the column template extension plate 6 of cap template 1 by bolt 3, is all connected and fixed by bolt 3 between described cap template 1 and cap template 1 and between column template 2 and column template 2.
A kind of Novel direct piece cap template described in the utility model is when assembling, first two pieces of column template assemblings are formed post, then two pieces of cap template assemblies are formed complete cap template, finally utilize crane will to be installed on column template above cap formwork hoisting to column template.
The template assembly mode of the single structure post of the technical program is the splicing of cap template " [] " font, single cap is made up of two panels template, the piece position of two panels template is on the inclined-plane of cap instead of on four angles of cap, and cap template is connected with shaft template into position lifting after first having spliced.Avoid prior art to exist and problem that is complicated and easily spillage is installed.
The junction of cap template and shaft template is arranged in shaft template by the technical program, the cap template shaft template that band 150mm is high when making, the link position of such cap template and shaft template is in shaft template, can control the junction spillage problem of cap template and shaft template well, and the inclined-plane perfectly can resolving cap template is connected difficult problem with shaft template.
Template described in the utility model can be arranged to square, circular or other special shapes, but Main principle is cap template and column template to be all made up of the two panels template along support column diametric(al) symmetry, and cap template has column template extension plate, that is the tie point of cap and post is in post shaft template.
Claims (6)
1. a Novel direct piece cap template, be made up of cap template and column template two parts, it is characterized in that: the two panels template that described cap template and column template are along support column diametric(al) symmetry forms, described cap template and column template link are provided with column template extension plate, the specification size of described column template extension plate is identical with column template, and described cap template and column template extension plate are formed in one; Described column template is bolted on the column template extension plate of cap template, between described cap template and cap template and be all bolted fixing between column template and column template.
2. a kind of Novel direct piece cap template as claimed in claim 1, is characterized in that: described a kind of Novel direct piece cap template arranged outside has anchor ear.
3. a kind of Novel direct piece cap template as claimed in claim 1, is characterized in that: described column template extension plate length is more than or equal to 150 millimeters.
4. a kind of Novel direct piece cap template as claimed in claim 1, is characterized in that: the steel plate that described cap template and column template adopt thickness to be greater than 15 millimeters.
5. a kind of Novel direct piece cap template as claimed in claim 1, is characterized in that: described cap template and column template are less than the steel plate of 15 millimeters by thickness and support frame is integrally formed.
6. a kind of Novel direct piece cap template as claimed in claim 1, is characterized in that: described cap template can also be connected by the mode of four joint modes or fastener with between column template.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420501474.XU CN204040471U (en) | 2014-09-02 | 2014-09-02 | A kind of Novel direct piece cap template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420501474.XU CN204040471U (en) | 2014-09-02 | 2014-09-02 | A kind of Novel direct piece cap template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204040471U true CN204040471U (en) | 2014-12-24 |
Family
ID=52241154
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420501474.XU Expired - Lifetime CN204040471U (en) | 2014-09-02 | 2014-09-02 | A kind of Novel direct piece cap template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204040471U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350772A (en) * | 2015-11-05 | 2016-02-24 | 芜湖赛特施工设备有限公司 | Surrounded crack-filling die used for pouring of columns |
| CN108252511A (en) * | 2018-04-04 | 2018-07-06 | 安徽理工大学 | A kind of building pillar pours mold and its implementation |
-
2014
- 2014-09-02 CN CN201420501474.XU patent/CN204040471U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350772A (en) * | 2015-11-05 | 2016-02-24 | 芜湖赛特施工设备有限公司 | Surrounded crack-filling die used for pouring of columns |
| CN108252511A (en) * | 2018-04-04 | 2018-07-06 | 安徽理工大学 | A kind of building pillar pours mold and its implementation |
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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: 20141224 |