CN204676887U - The assembled special-shaped combined steel formwork of novel pier stud - Google Patents
The assembled special-shaped combined steel formwork of novel pier stud Download PDFInfo
- Publication number
- CN204676887U CN204676887U CN201520318692.4U CN201520318692U CN204676887U CN 204676887 U CN204676887 U CN 204676887U CN 201520318692 U CN201520318692 U CN 201520318692U CN 204676887 U CN204676887 U CN 204676887U
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- flange
- straight flange
- keel shoe
- form surfacing
- hole
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Abstract
The utility model relates to the assembled special-shaped combined steel formwork of a kind of novel pier stud, and gang form is fastened by the keel shoe of two semi-circular cylindrical structures and forms, and the inner periphery of keel shoe connects form surfacing; Wherein the structure of keel shoe is, equally distributed long column is provided with between the shaped element of upper and lower two semicircles, two end faces of shaped element are respectively equipped with long straight flange, the straight flange of every group leader is fastened and connected by the straight flange of length of bolt with corresponding group, the vertically uniform hole that is located by connecting is provided with in the radial direction at long straight flange and long column, be provided with the clamping bench of several radial protrusions at the external surface of form surfacing, clamping bench is provided with screwed hole and is located by connecting fixing by bolt by form surfacing and keel shoe.This gang form adopts each part component to fit together, only need to change several parts wherein, the template of another kind of specification can be become from Combination nova, its highly versatile, greatly reduce the processing and forming of part, template is safeguarded, maintain, keep in repair and cost of transportation.
Description
Technical field
The utility model relates to the assembled special-shaped combined steel formwork of a kind of novel pier stud, manufactures for pier stud cast.
Background technology
Existing template is generally integral structure, the template of single counter structure can only be designed according to stereotyped structure, not only waste the processing cost that a large amount of materials improves forming part, be difficult to again utilize, too increase the cost that in use procedure, template is safeguarded, maintained, keeps in repair, transports.
Summary of the invention
The technical problems to be solved in the utility model is to provide the assembled special-shaped combined steel formwork of a kind of novel pier stud, this gang form adopts each part component to fit together, only need to change several parts wherein, the template of another kind of specification can be become from Combination nova, its highly versatile, greatly reduces the processing and forming of part, template is safeguarded, maintains, keeps in repair and cost of transportation.
For overcoming the above problems, concrete technical scheme of the present utility model is as follows: the assembled special-shaped combined steel formwork of a kind of novel pier stud, and gang form is fastened by the keel shoe of two semi-circular cylindrical structures and forms, and the inner periphery of keel shoe connects form surfacing; Wherein the structure of keel shoe is, equally distributed long column is provided with between the shaped element of upper and lower two semicircles, two end faces of shaped element are respectively equipped with long straight flange, the straight flange of every group leader is fastened and connected by the straight flange of length of bolt with corresponding group, the vertically uniform hole that is located by connecting is provided with in the radial direction at long straight flange and long column, be provided with the clamping bench of several radial protrusions at the external surface of form surfacing, clamping bench is provided with screwed hole and is located by connecting fixing by bolt by form surfacing and keel shoe.
Described shaped element is made up of the flange plate of two parallel semicircle plank frames, short column is provided with between two flange plates, the semi-circular ends of flange plate connects short straight flange, short column and short straight flange are also provided with the hole that is located by connecting, bolt is connected through the clamping bench of hole with form surfacing external surface that be located by connecting, and two groups short straight flanges are fastened and connected simultaneously.
Described long column and short column are rectangular conduit structure, its with the face that form surfacing is fitted is provided with area and is greater than clamping bench and through hole corresponding to position, clamping bench inserts in through hole, and is connected with bolt.
Described any two flange faces fitted and form surfacing contact surface position are provided with concave station, and form groove be connected form surfacing surface, are provided with the sealing joint strip of outstanding flange face 2 ~ 4mm in groove.
The assembled special-shaped combined steel formwork of this novel pier stud adopts the structure of keel shoe and form surfacing, and keel shoe adopts splicing structure, thus simplify overall formwork structure, long pillar construction goes for the model of each gang form, versatility is stronger, two keel shoes adopt long straight flange to fasten simultaneously, ensure that and are tightly connected.
For ensure that the Stability Analysis of Structures of keel shoe, upper and lower two shaped element adopt two flange plate respectively, and adopt short column to be connected with short straight flange arrangement, not only ensure that and fasten closely, and be connected with form surfacing fastening.
The coating surface of long column and short column is respectively equipped with the through hole corresponding with clamping bench position, is convenient to clamping bench and is inserted in length column, ensure that the laminating degree of length column and form surfacing, make overall structure more stable.
Arrange groove in the inner of flange face, ensure that the sealing performance of flange on the one hand, on the other hand owing to being processed as groove both ends open, decrease the processing cumbersome process of groove, processing is simple, the easy Reliable guarantee of size.
Accompanying drawing explanation
Fig. 1 is the assembled special-shaped combined steel formwork overall structure figure of novel pier stud.
Fig. 2 is the explosive view of the assembled special-shaped combined steel formwork of novel pier stud.
Fig. 3 is the explosive view of shaped element.
Fig. 4 is the horizontal partial sectional view of Fig. 1.
Fig. 5 is the through hole schematic diagram of long column binding face.
Fig. 6 is the structural representation of sealed groove.
Detailed description of the invention
As depicted in figs. 1 and 2, the assembled special-shaped combined steel formwork of a kind of novel pier stud, gang form is fastened by the keel shoe 10 of two semi-circular cylindrical structures and forms, and the inner periphery of keel shoe 10 connects form surfacing 2; Wherein the structure of keel shoe 10 is, equally distributed long column 4 is provided with between the shaped element 1 of upper and lower two semicircles, two end faces of shaped element 1 are respectively equipped with long straight flange 3, the straight flange of every group leader is fastened and connected by the straight flange of length of bolt with corresponding group, the vertically uniform hole 9 that is located by connecting is provided with in the radial direction at long straight flange 3 and long column 4, the clamping bench 5 of several radial protrusions is provided with at the external surface of form surfacing 2, clamping bench is provided with screwed hole, and the hole 9 that is located by connecting is connected with the screwed hole of correspondence position by bolt 17.
As shown in Figure 3 and Figure 4, described shaped element 1 is made up of the flange plate 12 of two parallel semicircle plank frames, short column 15 is provided with between two flange plates 12, the semi-circular ends of flange plate 12 connects short straight flange 14, short column 15 and short straight flange 14 are also provided with the hole 9 that is located by connecting, bolt 17 is connected through the clamping bench 5 of hole 9 with form surfacing 2 external surface that be located by connecting, and two groups short straight flanges 14 are fastened and connected simultaneously.
As shown in Figure 5, described long column 4 and short column 15 are rectangular conduit structure, its with the face that form surfacing 2 is fitted is provided with area and is greater than clamping bench 5 and through hole corresponding to position, clamping bench 5 inserts in through hole, and is connected with bolt 17.
As shown in Figure 6, described any two flange faces fitted and form surfacing contact surface position are provided with concave station, and form groove be connected form surfacing face, this concave station can be the buckling surface of two long straight flanges 3 or two short straight flanges 14 or circular arc flange, the sealing joint strip 18 of outstanding flange face 2 ~ 4mm is provided with in groove, sealing joint strip can be hollow or solid, groove and sealing joint strip 18 cross section can be rectangles, semi-circular, trapezoidal, T-shaped etc., sealing joint strip gives prominence to flange face 2 ~ 4mm, adhesive tape length is longer than groove length, embedding sealing adhesive tape is at two ends, groove length direction projection 1 ~ 3mm, in use by bolt hole bolt clamping flange, adhesive tape and end face of flange extrude and reach sealing effectiveness.
In use, as long as determine that the shape of form surfacing 2 is consistent with forming part, and then determine the diameter of the flange plate 12 in shaped element 1, after determining size, after adopting general long column 4, short column 15, long straight flange 3 and short straight flange 14 to assemble, overall gang form can use, and keel shoe can be arbitrarily made with plurality of specifications, Reusability.Only can change part and the form surfacing part of flanged plate, other parts can be recycled, if increase the length of forming part, can combine by multiple gang form in the axial direction.
Claims (4)
1. the assembled special-shaped combined steel formwork of novel pier stud, is characterized in that: gang form is fastened by the keel shoe (10) of two semi-circular cylindrical structures and forms, and the inner periphery of keel shoe (10) connects form surfacing (2), wherein the structure of keel shoe (10) is, equally distributed long column (4) is provided with between the shaped element (1) of upper and lower two semicircles, two end faces of shaped element (1) are respectively equipped with long straight flange (3), the straight flange of every group leader is fastened and connected by the straight flange of length of bolt with corresponding group, the vertically uniform hole that is located by connecting (9) is provided with in the radial direction at long straight flange (3) and long column (4), the clamping bench (5) of several radial protrusions is provided with at the external surface of form surfacing (2), clamping bench is provided with screwed hole and is located by connecting fixing by bolt (17) by form surfacing (2) and keel shoe (10).
2. the assembled special-shaped combined steel formwork of novel pier stud as claimed in claim 1, it is characterized in that: described shaped element (1) is made up of the flange plate (12) of two parallel semicircle plank frames, short column (15) is provided with between two flange plates (12), the semi-circular ends of flange plate (12) connects short straight flange (14), short column (15) and short straight flange (14) are also provided with the hole that is located by connecting (9), bolt (17) is connected with the clamping bench (5) of form surfacing (2) external surface through the hole that is located by connecting (9), two groups short straight flanges (14) are fastened and connected simultaneously.
3. the assembled special-shaped combined steel formwork of novel pier stud as claimed in claim 1 or 2, it is characterized in that: described long column (4) and short column (15) are rectangular conduit structure, its with the face that form surfacing (2) is fitted is provided with area and is greater than clamping bench (5) and through hole corresponding to position, clamping bench (5) inserts in through hole, and is connected with bolt (17).
4. the assembled special-shaped combined steel formwork of novel pier stud as claimed in claim 1 or 2, it is characterized in that: described any two flange faces fitted and form surfacing contact surface position are provided with concave station, and form groove be connected form surfacing (2) surface, in groove, be provided with the sealing joint strip of outstanding flange face 2 ~ 4mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520318692.4U CN204676887U (en) | 2015-05-18 | 2015-05-18 | The assembled special-shaped combined steel formwork of novel pier stud |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520318692.4U CN204676887U (en) | 2015-05-18 | 2015-05-18 | The assembled special-shaped combined steel formwork of novel pier stud |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204676887U true CN204676887U (en) | 2015-09-30 |
Family
ID=54176592
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520318692.4U Expired - Fee Related CN204676887U (en) | 2015-05-18 | 2015-05-18 | The assembled special-shaped combined steel formwork of novel pier stud |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204676887U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395175A (en) * | 2020-03-24 | 2020-07-10 | 武汉瑞锦丰路桥设备股份有限公司 | Pier column template for road and bridge building |
| CN111733830A (en) * | 2020-07-07 | 2020-10-02 | 北京启顺京腾科技有限责任公司 | Super high-rise building foundation pit bearing and enclosing system |
-
2015
- 2015-05-18 CN CN201520318692.4U patent/CN204676887U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111395175A (en) * | 2020-03-24 | 2020-07-10 | 武汉瑞锦丰路桥设备股份有限公司 | Pier column template for road and bridge building |
| CN111395175B (en) * | 2020-03-24 | 2021-06-25 | 宁波谦屹节能科技有限公司 | Pier column template for road and bridge building |
| CN111733830A (en) * | 2020-07-07 | 2020-10-02 | 北京启顺京腾科技有限责任公司 | Super high-rise building foundation pit bearing and enclosing system |
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Legal Events
| 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: 20150930 Termination date: 20190518 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |