CN201943349U - Steel hoop supporting device for high pier, pillar and beam template formworks - Google Patents
Steel hoop supporting device for high pier, pillar and beam template formworks Download PDFInfo
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- CN201943349U CN201943349U CN2010206179756U CN201020617975U CN201943349U CN 201943349 U CN201943349 U CN 201943349U CN 2010206179756 U CN2010206179756 U CN 2010206179756U CN 201020617975 U CN201020617975 U CN 201020617975U CN 201943349 U CN201943349 U CN 201943349U
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- steel hoop
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Abstract
The utility model discloses a steel hoop supporting device for high pier, pillar and beam template formworks, which belongs to formwork devices. The steel hoop supporting device is characterized by mainly comprising a left steel hoop, a right steel hoop, longitudinal beams and crossbeams. The left steel hoop and the right steel hoop, having an identical structure, are symmetrically installed on left and right concrete high piers or high pillars, and the left steel hoop and the right steel hoop are each comprises a left half hoop and a right half hoop, which are connected through bolts. The left half hoop and the right half hoop are each comprises a semicircular steel jacket, front and rear vertical end plates and a top plate, which are welded together. The radius of the semicircular steel jacket is slightly smaller than the radius of the high piers or high pillars. Front and rear longitudinal beams are respectively installed on the front and rear vertical end plates at positions corresponding to the tops of the left and right steel hoops. Crossbeams are evenly installed on the front and rear longitudinal beams from left to right, so as to build a solid platform frame. Beam templates are laid on the platform frame for in-situ casting beams. The steel hoop supporting device is reliable in quality and safety, high in work efficiency, and low in investment and construction cost.
Description
Technical field
The utility model belongs to a die device, especially relates to the bracing or strutting arrangement that a kind of high pier, post beam phantom plate formwork are used.
Background technology
At present, in civil engineering constructions such as highway, railway and municipal engineering, the support of the high pier of reinforcing bar or prestressed concrete, post beam phantom plate usually adopts is full framing and post and beam support and preformed hole, built-in fitting support, and the formwork construction technology of these high piers, post beam phantom plate, the expense of input is big, operation is many, long construction period, work efficiency are low.
Summary of the invention
The purpose of this utility model provides a kind of high pier, post beam phantom plate formwork steel hoop bracing or strutting arrangement, not only makes simply, and easy-to-operate, and less investment, the work efficiency height improves construction quality, reduces production costs.
The purpose of this utility model is achieved like this, a kind of high pier, post beam phantom plate formwork steel hoop bracing or strutting arrangement, it is characterized in that this high pier, post beam phantom plate formwork uses the steel hoop bracing or strutting arrangement mainly by left steel hoop, right steel hoop, longitudinal and cross beam is formed, left side steel hoop is identical with right steel hoop structure, be and be symmetrical arranged, be installed in a left side respectively, on right high pier of concrete or the high post, left side steel hoop and right steel hoop assemble with bolt by a left side half anchor ear and right half anchor ear, now further be illustrated with right steel hoop, this left side half anchor ear and right half anchor ear are all mainly by semicircle steel bushing, front and back facade end plate and top board assembly welding form, the radius of this semicircle steel bushing is slightly less than the radius of high pier or Gao Zhu, be vertical setting, facade end plate and making before and after facade end plate all is before and after this to being provided with and being positioned on the same vertical plane is welded respectively on the limit, front and back end of this semicircle steel bushing, it is wide and receive shape in the ladder that hypomere is narrow that the outside portion of this front and back facade end plate is epimere, all uniform from top to bottom connecting hole of offering on facade end plate before and after this, and before and after this top of facade end plate and semicircle steel bushing at right angles overhanging approximate semiorbicular top board that is welded, and on the medial surface of semicircle steel bushing, skid resistant course is installed, this skid resistant course can be rubber layer, with two groups of left sides, right half anchor ear is installed in a left side symmetrically respectively, on right high pier or the high post, correspondence installs bolt in each installing hole, this bolt can be high-strength bolt, screw nut and be about to a left side, right steel hoop is fastened on a left side, on right high pier or the high post, then on a left side, longeron before and after installed respectively at the position of facade end plate before and after the top correspondence of right steel hoop was positioned at, this front and back longeron can be i iron, uniform from left to right installation crossbeam on the longeron of front and back, form firm framework platform, on this framework platform, lay beam phantom plate with this beam body of cast in situs, rely on a left side, a right steel hoop and a left side, frictional force between right high pier or the Gao Zhu supports deadweight and other working load of cast-in-place beam body, not only satisfy construction requirement, and quality and safety are all reliable, the work efficiency height, less investment has reduced construction cost.
The high pier that the utility model proposed, post beam phantom plate formwork steel hoop bracing or strutting arrangement, rational in infrastructure, easy to operate, and less investment, the work efficiency height has improved construction quality, has reduced cost of production.
Now in conjunction with the accompanying drawings and embodiments high pier, the post beam phantom plate formwork that the utility model proposed is further described with the steel hoop bracing or strutting arrangement.
Description of drawings
Fig. 1 is that high pier, the master when post beam phantom plate formwork uses with the steel hoop bracing or strutting arrangement that the utility model proposes looks schematic diagram.
Fig. 2 is an A-A cross-sectional schematic among Fig. 1.
Fig. 3 is a part 6 among Fig. 1: enlarged diagram is analysed and observe on the left side of right steel hoop.
Fig. 4 is a part 6 among Fig. 1: the schematic top plan view of right steel hoop.
Among Fig. 1-Fig. 4:
1, left steel hoop 2, longeron 3, crossbeam 4, template 5, beam body 6, right steel hoop 7, high pier 8, left half anchor ear 9, right half anchor ear 10, facade end plate 11, steel bushing 12, top board 13, bolt.
The specific embodiment
From Fig. 1, among Fig. 2 as can be seen: a kind of high pier, post beam phantom plate formwork steel hoop bracing or strutting arrangement, it is characterized in that this high pier, post beam phantom plate formwork uses the steel hoop bracing or strutting arrangement mainly by left steel hoop 1, right steel hoop 6, longeron 2 and crossbeam 3 are formed, left side steel hoop 1 is identical with right steel hoop 6 structures, be to be symmetrical arranged and be installed in a left side respectively, on right high pier 7 of concrete or the high post, left side steel hoop 1 and right steel hoop 6 assemble by a left side half anchor ear 6 and right half anchor ear, 9 usefulness bolts 13, now further be illustrated with right steel hoop 6, this left side half anchor ear 8 and right half anchor ear 9 are all mainly by semicircle steel bushing 11, front and back facade end plate 10 and top board 12 assembly weldings form, the radius of this semicircle steel bushing 11 is slightly less than the radius of high pier 7 or Gao Zhu, be vertical setting, facade end plate 10 and making before and after facade end plate 10 all is before and after this to being provided with and being positioned on the same vertical plane is welded respectively on the limit, front and back end of this semicircle steel bushing 11, it is wide and receive shape in the ladder that hypomere is narrow that the outside portion of this front and back facade end plate 10 is epimere, all uniform from top to bottom connecting hole of offering on facade end plate 10 before and after this, and the at right angles overhanging approximate semiorbicular top board 12 that is welded at the top of front and back facade end plate 10 and semicircle steel bushing 11, and on the medial surface of semicircle steel bushing 11, skid resistant course is installed, this skid resistant course can be rubber layer, with two groups of left sides, right half anchor ear 8,9 are installed in a left side symmetrically respectively, on right high pier 7 or the high post, correspondence installs bolt 13 in each installing hole, this bolt 13 can be high-strength bolt, screw nut and be about to a left side, right steel hoop 1,6 are fastened on a left side, on right high pier 7 or the high post, then on a left side, right steel hoop 1, longeron 2 before and after installed respectively at the position of facade end plate 10 before and after 6 top correspondence was positioned at, this front and back longeron 2 can be i iron, uniform from left to right installation crossbeam 3 on front and back longeron 2, form firm framework platform, on this framework platform, lay beam phantom plate 4 with this beam body 5 of cast in situs, rely on a left side, right steel hoop 1,6 with left, frictional force between right high pier 7 or the Gao Zhu supports deadweight and other working load of cast-in-place beam body 5, not only satisfy construction requirement, and quality and safety are all reliable, the work efficiency height, less investment has reduced construction cost.
Claims (4)
1. high pier, post beam phantom plate formwork steel hoop bracing or strutting arrangement, it is characterized in that this high pier, post beam phantom plate formwork uses the steel hoop bracing or strutting arrangement mainly by left steel hoop (1), right steel hoop (6), longeron (2) and crossbeam (3) are formed, a left side steel hoop (1) and right steel hoop (6) are to be symmetrical arranged and are installed in a left side respectively, on right high pier of concrete (7) or the high post, left side steel hoop (1) and right steel hoop (6) assemble with bolt (13) by a left side half anchor ear (8) and right half anchor ear (9), this left side half anchor ear (8) and right half anchor ear (9) are all mainly by semicircle steel bushing (11), front and back facade end plate (10) and top board (12) assembly welding form, the radius of this semicircle steel bushing (11) is slightly less than the radius of high pier (7) or Gao Zhu, be vertical setting, facade end plate (10) and making before and after facade end plates (10) all are before and after this to being provided with and being positioned on the same vertical plane is welded respectively on the limit, front and back end of this semicircle steel bushing (11), it is wide and receive shape in the ladder that hypomere is narrow that the outside portion of these front and back facade end plates (10) is epimere, all uniform from top to bottom connecting hole of offering on facade end plate (10) before and after this, at right angles overhanging approximate semiorbicular top board (12) is welded at the top of front and back facade end plates (10) and semicircle steel bushing (11), and on the medial surface of semicircle steel bushing (11), skid resistant course is installed, two groups of left sides, right half anchor ear (8,9) be installed in a left side symmetrically respectively, on right high pier (7) or the high post, correspondence installs bolt (13) in each installing hole, screw nut and be about to a left side, right steel hoop (1,6) be fastened on a left side, on right high pier (7) or the high post, on a left side, right steel hoop (1,6) longeron (2) before and after installed respectively at the position of facade end plate (10) before and after top correspondence was positioned at, uniform from left to right installation crossbeam (3) on front and back longeron (2) forms firm framework platform.
2. high pier according to claim 1, post beam phantom plate formwork steel hoop bracing or strutting arrangement is characterized in that this skid resistant course is a rubber layer.
3. high pier according to claim 1, post beam phantom plate formwork steel hoop bracing or strutting arrangement is characterized in that this bolt (13) is a high-strength bolt.
4. high pier according to claim 1, post beam phantom plate formwork steel hoop bracing or strutting arrangement is characterized in that this front and back longeron (2) is an i iron.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206179756U CN201943349U (en) | 2010-11-22 | 2010-11-22 | Steel hoop supporting device for high pier, pillar and beam template formworks |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010206179756U CN201943349U (en) | 2010-11-22 | 2010-11-22 | Steel hoop supporting device for high pier, pillar and beam template formworks |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201943349U true CN201943349U (en) | 2011-08-24 |
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ID=44470698
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010206179756U Expired - Fee Related CN201943349U (en) | 2010-11-22 | 2010-11-22 | Steel hoop supporting device for high pier, pillar and beam template formworks |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201943349U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102605741A (en) * | 2012-04-12 | 2012-07-25 | 长江重庆航道工程局 | Bidirectional suspension support system with steel hoop |
| CN104790299A (en) * | 2015-05-11 | 2015-07-22 | 广东远大桥梁钢结构租赁有限公司 | Internal-span unsupported convenient construction support and method for bridge cast-in-place box beam |
| CN105735637A (en) * | 2014-12-11 | 2016-07-06 | 中冶天工集团有限公司 | Double-layer bracket supporting system for silo heavy beam formwork |
| CN112681989A (en) * | 2019-10-18 | 2021-04-20 | 中国石油化工股份有限公司 | External wellhead marine riser combined anti-collision device of offshore fixed oil production platform |
-
2010
- 2010-11-22 CN CN2010206179756U patent/CN201943349U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102605741A (en) * | 2012-04-12 | 2012-07-25 | 长江重庆航道工程局 | Bidirectional suspension support system with steel hoop |
| CN105735637A (en) * | 2014-12-11 | 2016-07-06 | 中冶天工集团有限公司 | Double-layer bracket supporting system for silo heavy beam formwork |
| CN104790299A (en) * | 2015-05-11 | 2015-07-22 | 广东远大桥梁钢结构租赁有限公司 | Internal-span unsupported convenient construction support and method for bridge cast-in-place box beam |
| CN104790299B (en) * | 2015-05-11 | 2017-03-22 | 广东远大桥梁钢结构租赁有限公司 | Internal-span unsupported convenient construction support and method for bridge cast-in-place box beam |
| CN112681989A (en) * | 2019-10-18 | 2021-04-20 | 中国石油化工股份有限公司 | External wellhead marine riser combined anti-collision device of offshore fixed oil production platform |
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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: 20110824 Termination date: 20151122 |