CN201250513Y - Formwork of decorating concrete cylinder building structure - Google Patents
Formwork of decorating concrete cylinder building structure Download PDFInfo
- Publication number
- CN201250513Y CN201250513Y CNU2008201574874U CN200820157487U CN201250513Y CN 201250513 Y CN201250513 Y CN 201250513Y CN U2008201574874 U CNU2008201574874 U CN U2008201574874U CN 200820157487 U CN200820157487 U CN 200820157487U CN 201250513 Y CN201250513 Y CN 201250513Y
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- template
- building structure
- concrete cylinder
- punching block
- steel
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Abstract
The utility model discloses a formwork of decorating concrete cylinder building structure, which is a steel formwork comprising a chapiter formwork, a column formwork and a footing formwork, wherein the column formwork is divided into a plurality of steel formworks along the height direction. The formwork of decorating concrete cylinder building structure provided by the utility model has simple assembly, convenient maintenance, lower cost, sound surface effect after demouding and one-shot forming of building structures, and does not pollute the environment.
Description
Technical field
The utility model relates to building engineering field, relates in particular to the construction formwork of a kind of ornamental concrete cylinder building structure.
Background technology
Building operations template operation technique develops so far, and template type is varied.Wooden form, Bamboo form board, steel template etc. are arranged even the papery template occurred according to the material property branch; According to the template system branch support system in bulk and the template system of form assembly are arranged, the tool-typed formwork system that adapts to multiple environment is arranged, the typified form special, the jumping formwork system of template operation platform one etc. according to engineering characteristic.
The common template of the realm of building construction uses spininess to Structural Engineering, building setting as concrete structure uses, the form removal rear surface is more coarse, decorative engineering beyond the structure is construction in addition then, particularly some architectural lines processing that special requirement arranged and can reflect building integral decorated style effect normally adopt special ornament materials and technology that structure is carried out secondary operations and decoration.Present construction formwork uses and mostly adopts wooden veneer, the steel pipe support system is fixed, and have enough to meet the need according to project scale and to recycle, but because some management incomplete phenomenas that exist in the restriction of the material of wooden form structure own and the execution control process, the wasting phenomenon of mould material is more serious, some template is only used once continuing to use to twice, and is quite big to building enterprise's material cost and ambient influnence, also do not meet the requirement of sustainable development.
In recent years, builing industry is greatly developed the typified form system, new type formwork systems such as steel framework punching block, steel framework wooden model have appearred, particularly vertically brought into play huge effect in the construction of concrete structure in building operations, this system produce in factory, installation accuracy is higher, easy to maintenance, can be recycled, and developed the clear-water concrete technology on this basis, and on multinomial engineering, all obtain good effect.The back body structure surface promptly will reach the function of use effect but the construction of clear-water concrete technical requirements Structural Engineering finishes, no longer carry out secondary decoration, so quite high to the fabrication and installation requirement of template, difficulty of construction is big, the cost input is also big, and only just requires to use in some special engineering.
Summary of the invention
The purpose of this utility model provides the template of a kind of ornamental concrete cylinder building structure, in order to solve existing template complexity is installed, and cost is higher, and body structure surface is coarse after the form removal, and the secondary decorative quality is difficult to guarantee the technical problem of whole structure difference.
For achieving the above object, the utility model provides the template of a kind of ornamental concrete cylinder building structure, and described template is a steel form, and it comprises column cap template, shaft template and suspension column template, and described shaft template is divided into several sections punching blocks along short transverse.
The utility model is owing to adopt technique scheme, install simple and easy, easy to maintenance, cost is lower, the body structure surface effect is better after the form removal, making building structure once is moulding, and does not pollute the environment.
Description of drawings
For clearlyer understanding the purpose of this utility model, characteristics and advantage, below with reference to accompanying drawing preferred embodiment of the present utility model is described in detail, wherein:
Fig. 1 is one section punching block lateral view of the shaft template of the utility model ornamental concrete cylinder building structure;
Fig. 2 is one section punching block vertical view of the shaft template of the utility model ornamental concrete cylinder building structure;
Fig. 3 is the FRP Columns lateral view that utilizes behind the template moulding by casting of the utility model ornamental concrete cylinder building structure.
The specific embodiment
The utility model provides the template of a kind of ornamental concrete cylinder building structure, it is a steel form, comprises column cap template, shaft template and suspension column template, with the cavity of the cylindrical shape that forms required moulding by casting, wherein, the shaft template is divided into several sections punching blocks along short transverse.
Further, the shaft template is divided into four sections punching blocks along short transverse, and the column cap template is divided into two punching blocks along circumference, and the suspension column template is divided into four punching blocks along circumference.
Be that example is illustrated now with one section shaft template.See also Fig. 1 and Fig. 2, be respectively the one section punching block lateral view and the vertical view of the shaft template of the utility model concrete cylindrical building structure.This section shaft template is divided into the identical punching block of six block structures along circumference, punching block 1 with monolithic is an example: the both sides up and down of punching block 1 have junction plate 11 and are fitted and connected by junction plate bolt 121 and neighbouring punching block, preferably, two neighbouring punching blocks are alignment pin 16 location by being provided with at interval on the junction plate 11 also, and the spacing distance of alignment pin 16 can be greater than the spacing distance of junction plate 11 upper junction plate bolts 121; The right and left of punching block 1 has first channel-section steel 17 and is fitted and connected by channel-section steel bolt 122 adjacent punching blocks with the left and right sides, and preferably, two adjacent punching blocks of the left and right sides are also located (not shown) by the alignment pin that is provided with at interval on first channel-section steel 17.
Further, punching block 1 vertically also is being provided with several ribs 15, and ribs 15 can be a square steel pipe.
Further, every punching block also is fixed with several steel bars outward, be fixed with three second channel-section steels, 13, the second channel-section steels, 13 two ends in the present embodiment on the ribs 15 of punching block 1 and be welded with steel plate 14 and be connected with steel plate 14 on the adjacent punching block, play the effect of reinforcing punching block 1 by steel plate bolt 123.
The structure of steel die of column cap template, shaft template and suspension column template is similar to the punching block 1 of the above-mentioned monolithic of enumerating, and only is kept to two and four punching blocks by six punching blocks along the circumferential direction going up, repeats no more once more.
Further, punching block 1 adopts the 4mm steel plate, and the shaft template requires die sinking compression moulding according to cylinder shaft decoration, and ribs 15 adopts the square steel pipe of 60mm * 40mm and thick 4mm, first channel-section steel 17 and second channel-section steel 13 are selected channel-section steel for use No. 6.3, and steel plate 14 is selected the 12mm steel plate for use.
Work progress is as follows: at the template erection stage, for reaching the installation accuracy requirement of template, every punching block 1 is numbered, segmentation is from the bottom to top installed, and every section punching block is installed by number order, and adjacent two sections punching block erection sequences are opposite.The punching block limit is in place, and proofread and correct on the limit, and every section diagonal angle positions pin simultaneously and fixes from the bottom to top.The punching block piece adopts the thick sponge strip of 1.5mm, and sponge strip must not exceed the punching block inner surface, in case invade in the concrete, it is attractive in appearance to influence striped.Punching block is inboard before the formwork must the brushing release agent.
Every cylinder steel mould gross weight is about 3 tons, divides in order to last method, can be convenient to construction and installation with monolithic punching block Weight control below 75 kilograms.
The dismounting of punching block: should be from top to bottom, the segmentation blocked breaking removes, and avoids the coupled columns profile to cause damage as far as possible.
Punching block is removed the mortar foreign material that bonding is in time removed in the back, checks the punching block precision, pinpoints the problems and in time proofreaies and correct.
Because the punching block piece gets cause, after only need doing simply to repair, be undertaken just reaching design effect fully after the facing colouring after the cylinder moulding by designing requirement to local location.
Fig. 3 is FRP Columns 2 lateral views that utilize behind the template moulding by casting of the utility model concrete cylindrical building structure.
In sum, utilize the template of the ornamental concrete cylinder building structure that the utility model provides, install simple and easy, easy to maintenance, cost is lower, the body structure surface effect is better after the form removal, making building structure once is moulding, and does not pollute the environment.
Claims (10)
1. the template of ornamental concrete cylinder building structure, it is characterized in that: described template is a steel form, and it comprises column cap template, shaft template and suspension column template, and described shaft template is divided into several sections punching blocks along short transverse.
2. the template of ornamental concrete cylinder according to claim 1 building structure is characterized in that: described shaft template is divided into four sections punching blocks along short transverse.
3. the template of ornamental concrete cylinder according to claim 2 building structure is characterized in that: every section described shaft template is divided into the several piece punching block along circumference.
4. the template of ornamental concrete cylinder according to claim 3 building structure is characterized in that: every section described shaft template is divided into six punching blocks along circumference.
5. the template of ornamental concrete cylinder according to claim 1 building structure is characterized in that: described column cap template is divided into two punching blocks along circumference.
6. the template of ornamental concrete cylinder according to claim 1 building structure is characterized in that: described suspension column template is divided into four punching blocks along circumference.
7. according to the template of each described ornamental concrete cylinder building structure of claim 1 to 6, it is characterized in that: the both sides up and down of every described punching block have junction plate and are fitted and connected by bolt and neighbouring punching block, and the right and left of every described punching block has channel-section steel and is fitted and connected by the adjacent punching block with the left and right sides of bolt.
8. the template of ornamental concrete cylinder according to claim 7 building structure is characterized in that: every described punching block vertically also is being provided with ribs.
9. the template of ornamental concrete cylinder according to claim 8 building structure, it is characterized in that: described ribs also is fixed with several steel bars outward, described steel bar two ends are welded with steel plate, and the steel plate of every described punching block is connected by bolt with the steel plate of adjacent punching block.
10. the template of ornamental concrete cylinder according to claim 9 building structure is characterized in that: described steel bar is a channel-section steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201574874U CN201250513Y (en) | 2008-12-19 | 2008-12-19 | Formwork of decorating concrete cylinder building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2008201574874U CN201250513Y (en) | 2008-12-19 | 2008-12-19 | Formwork of decorating concrete cylinder building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201250513Y true CN201250513Y (en) | 2009-06-03 |
Family
ID=40746186
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2008201574874U Expired - Lifetime CN201250513Y (en) | 2008-12-19 | 2008-12-19 | Formwork of decorating concrete cylinder building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201250513Y (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060823A (en) * | 2014-07-13 | 2014-09-24 | 黄海林 | Cast-in-place concrete column formwork |
| CN108756229A (en) * | 2018-06-26 | 2018-11-06 | 徐晓胜 | A kind of section construction concrete steel form circle mould and installation and application |
-
2008
- 2008-12-19 CN CNU2008201574874U patent/CN201250513Y/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104060823A (en) * | 2014-07-13 | 2014-09-24 | 黄海林 | Cast-in-place concrete column formwork |
| CN108756229A (en) * | 2018-06-26 | 2018-11-06 | 徐晓胜 | A kind of section construction concrete steel form circle mould and installation and application |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C56 | Change in the name or address of the patentee |
Owner name: SHANGHAI CONSTRUCTION NO.5 GROUP CO., LTD. Free format text: FORMER NAME: SHANGHAI NO.5 BUILDING CO., LTD. |
|
| CP01 | Change in the name or title of a patent holder |
Address after: 200063 1000 Cao Yang Road, Shanghai Patentee after: Shanghai Construction NO.5 (Group) Co., Ltd. Address before: 200063 1000 Cao Yang Road, Shanghai Patentee before: Shanghai No.5 Construction Co., Ltd. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20090603 |