CN204510005U - A kind of Coping Construction operating platform - Google Patents
A kind of Coping Construction operating platform Download PDFInfo
- Publication number
- CN204510005U CN204510005U CN201520037132.1U CN201520037132U CN204510005U CN 204510005 U CN204510005 U CN 204510005U CN 201520037132 U CN201520037132 U CN 201520037132U CN 204510005 U CN204510005 U CN 204510005U
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- Prior art keywords
- iron
- cylinder barrel
- steel plate
- pier columns
- operating platform
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Abstract
The utility model relates to a kind of Coping Construction operating platform, scheme is, lateral separation, rectangular pier columns side is provided with two through holes, rod iron is equipped with in through hole, the part that rod iron stretches out rectangular pier columns is set with punching cylinder barrel, two sidewalls that punching cylinder barrel is relative are equipped with anti-rotation bolt respectively, punching cylinder barrel upper end is fixed with lower steel plate, lower steel plate upper end is provided with fills with sand cylinder, fill with sand cylinder top and the Concrete Filled cylinder barrel being partly placed in and filling with in sand cylinder is housed, Concrete Filled cylinder barrel upper end is fixed with upper steel plate, on two upper steel plates being positioned at rectangular pier columns the same side, common support has i iron crossbeam, multiple longitudinal i iron has been set up at two ends between two i iron crossbeams respectively, on i iron crossbeam between longitudinal i iron of inner side, lateral separation is provided with multiple lumps of wood, to having drawn reinforcing bar between two i iron crossbeams outside two rod irons, the lumps of wood arranges template, the utility model has objective economic benefit, installs simple and easy, effective, and can reduction of erection time greatly.
Description
Technical field
The utility model relates to the realm of building construction, especially road and bridge industry height pier and not easily set up the construction operation platform of rack construction rectangular pier columns bent cap.
Background technology
Upper Gong two marks bridge rectangular pier columns height at more than 20m, and sectional dimension is 950 × 220cm, and the chamfering of corner design 15cm, establish cushion cap bottom rectangular pier columns, binder is established at middle part.Adopt bracket or full framing for pier capping beam construction is general, pre-buried bracket is comparatively large to the damage area of rectangular pier columns, impairs finished product Surface Quality of Concrete; According to raft support method, because rectangular pier columns is higher, the stability of support is bad; According to anchor ear scheme, work high above the ground, installation and removal inconvenience.
Utility model content
For above-mentioned situation, for overcoming the defect of prior art, the object of the utility model is just to provide a kind of Coping Construction operating platform, effectively solves the technical problem in above background technology.
Its scheme solved is, comprise rectangular pier columns, lateral separation, rectangular pier columns side is provided with two through holes, rod iron is equipped with in through hole, the two ends of rod iron reach outside rectangular pier columns, the part that rod iron stretches out rectangular pier columns is set with punching cylinder barrel, the end that rod iron stretches out punching cylinder barrel has screwed nut, two sidewalls that described punching cylinder barrel is relative are equipped with anti-rotation bolt respectively, two anti-rotation bolts hold out against the eccentric position at rod iron, and two anti-rotation bolts are symmetrical arranged relative to the cross section crossing the rod iron center of circle, punching cylinder barrel upper end is fixed with lower steel plate, lower steel plate upper end is provided with fills with sand cylinder, fill with in sand cylinder and be provided with dry sand, fill with sand cylinder top and the Concrete Filled cylinder barrel being partly placed in and filling with in sand cylinder is housed, precast concrete block is filled in Concrete Filled cylinder barrel, Concrete Filled cylinder barrel upper end is fixed with upper steel plate, on two upper steel plates being positioned at rectangular pier columns the same side, common support has i iron crossbeam, multiple longitudinal i iron has been set up at two ends between two i iron crossbeams respectively, on i iron crossbeam between longitudinal i iron of inner side, lateral separation is provided with multiple lumps of wood, to having drawn reinforcing bar between two i iron crossbeams outside two rod irons, the described lumps of wood arranges template.
The utility model novel structure is unique, and cost is low, has objective economic benefit, installs simple and easy, effective, and can reduction of erection time greatly.
Accompanying drawing explanation
Fig. 1 is the main TV structure schematic diagram of the utility model.
Fig. 2 is A portion enlarged drawing in Fig. 1.
Fig. 3 is punching cylinder barrel in Fig. 1, cross-sectional schematic between anti-rotation bolt and rod iron.
Fig. 4 is the left TV structure schematic diagram of the utility model.
Fig. 5 is B portion enlarged drawing in Fig. 4.
Detailed description of the invention
Below in conjunction with accompanying drawing, detailed description of the invention of the present utility model is described in further detail.
Provided by Fig. 1 to Fig. 5, the utility model comprises rectangular pier columns 1, lateral separation, rectangular pier columns 1 side is provided with two through holes, rod iron 2 is equipped with in through hole, the two ends of rod iron 2 reach outside rectangular pier columns 1, the part that rod iron 2 stretches out rectangular pier columns 1 is set with punching cylinder barrel 3, the end that rod iron 2 stretches out punching cylinder barrel 3 has screwed nut 13, two sidewalls that described punching cylinder barrel 3 is relative are equipped with anti-rotation bolt 4 respectively, two anti-rotation bolts 4 hold out against the eccentric position at rod iron 2, and two anti-rotation bolts 4 are symmetrical arranged relative to the cross section crossing rod iron 2 center of circle, punching cylinder barrel 3 upper end is fixed with lower steel plate 5, lower steel plate 5 upper end is provided with fills with sand cylinder 6, fill with in sand cylinder 6 and be provided with dry sand, fill with sand cylinder 6 top and the Concrete Filled cylinder barrel 7 being partly placed in and filling with in sand cylinder 6 is housed, precast concrete block is filled in Concrete Filled cylinder barrel 7, Concrete Filled cylinder barrel 7 upper end is fixed with upper steel plate 8, on two upper steel plates 8 being positioned at rectangular pier columns 1 the same side, common support has i iron crossbeam 9, multiple longitudinal i iron 10 has been set up at two ends between two i iron crossbeams 9 respectively, on i iron crossbeam 9 between longitudinal i iron 10 of inner side, lateral separation is provided with multiple lumps of wood 11, to having drawn reinforcing bar 12 between two i iron crossbeams 9 outside two rod irons 2, the described lumps of wood 11 arranges template.
The thickness of described upper steel plate 8 and lower steel plate 5 is 2cm.
The cross section of the described lumps of wood 11 is square, and its height is 10cm, and the limit of cross section is 5cm.
The laterally spaced spacing of the described lumps of wood 11 is 25cm.
The diameter of described reinforcing bar 12 is 16mm.
Through-hole diameter in described rectangular pier columns 1 is 10cm, and the diameter of rod iron 2 is 8.5cm.
Described punching cylinder barrel 3 is square body, and its length of side is 20cm, and middle hollow out, is surrounded by steel plate, and its steel plate thickness is 2mm.
The through hole of the utility model reserved diameter 10cm in rectangular pier columns 1, with rod iron 2 rod of diameter 8.5cm, adopting 56C i iron crossbeam 9 to be shelved on through punching cylinder barrel 3, lower steel plate 5, filling sand cylinder 6, Concrete Filled cylinder barrel 7 and upper steel plate 8 is positioned on two rod irons 2 of the same side, the i iron crossbeam 9 at rod iron 2 two ends adopts the reinforcing bar 12 of diameter 16mm stable to drawing, rod iron 2 and punching steel cylinder 3 adopt anti-rotation bolt 4 to be fixed, the part that rod iron 2 stretches out punching cylinder barrel 3 is set with nut 13, be used for compressing punching cylinder barrel 3, make it be fastened in rectangular pier columns 1.
The utility model strictly controls thickness and planeness when making, and carry out a hundred per cent to it and check and accept, test pressure meets Coping Construction bearing pressure, according to the height of the support portion of Pass line adjustment i iron crossbeam bottom during construction, has to pass through pressure testing before using.
The utility model novel structure is unique, and cost is low, has objective economic benefit, installs simple and easy, effective, and can reduction of erection time greatly.
Claims (7)
1. a Coping Construction operating platform, comprise rectangular pier columns (1), rectangular pier columns (1) lateral separation, side is provided with two through holes, rod iron (2) is equipped with in through hole, the two ends of rod iron (2) reach rectangular pier columns (1) outside, the part that rod iron (2) stretches out rectangular pier columns (1) is set with punching cylinder barrel (3), the end that rod iron (2) stretches out punching cylinder barrel (3) has screwed nut (13), it is characterized in that, two sidewalls that described punching cylinder barrel (3) is relative are equipped with anti-rotation bolt (4) respectively, two anti-rotation bolts (4) hold out against the eccentric position in rod iron (2), and two anti-rotation bolts (4) are symmetrical arranged relative to the cross section crossing rod iron (2) center of circle, punching cylinder barrel (3) upper end is fixed with lower steel plate (5), lower steel plate (5) upper end is provided with fills with sand cylinder (6), fill with in sand cylinder (6) and be provided with dry sand, fill with sand cylinder (6) top and the Concrete Filled cylinder barrel (7) being partly placed in and filling with in sand cylinder (6) is housed, precast concrete block is filled in Concrete Filled cylinder barrel (7), Concrete Filled cylinder barrel (7) upper end is fixed with upper steel plate (8), the upper common support of two upper steel plates (8) being positioned at rectangular pier columns (1) the same side has i iron crossbeam (9), multiple longitudinal i iron (10) has been set up at two ends between two i iron crossbeams (9) respectively, the upper lateral separation of i iron crossbeam (9) between longitudinal i iron (10) inside being positioned at is provided with multiple lumps of wood (11), to having drawn reinforcing bar (12) between the two i iron crossbeams (9) in two rod irons (2) outside, (11) arrange template to the described lumps of wood.
2. a kind of Coping Construction operating platform according to claim 1, is characterized in that, the thickness of described upper steel plate (8) and lower steel plate (5) is 2cm.
3. a kind of Coping Construction operating platform according to claim 1, is characterized in that, the cross section of the described lumps of wood (11) is square, and its height is 10cm, and the limit of cross section is 5cm.
4. a kind of Coping Construction operating platform according to claim 1, is characterized in that, the described lumps of wood (11) laterally spaced spacing is 25cm.
5. a kind of Coping Construction operating platform according to claim 1, is characterized in that, the diameter of described reinforcing bar (12) is 16mm.
6. a kind of Coping Construction operating platform according to claim 1, is characterized in that, the through-hole diameter in described rectangular pier columns (1) is 10cm, and the diameter of rod iron (2) is 8.5cm.
7. a kind of Coping Construction operating platform according to claim 1, is characterized in that, described punching cylinder barrel (3) is square body, and its length of side is 20cm, and middle hollow out, is surrounded by steel plate, and its steel plate thickness is 2mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520037132.1U CN204510005U (en) | 2015-01-20 | 2015-01-20 | A kind of Coping Construction operating platform |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520037132.1U CN204510005U (en) | 2015-01-20 | 2015-01-20 | A kind of Coping Construction operating platform |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204510005U true CN204510005U (en) | 2015-07-29 |
Family
ID=53707999
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520037132.1U Expired - Fee Related CN204510005U (en) | 2015-01-20 | 2015-01-20 | A kind of Coping Construction operating platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204510005U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106192771A (en) * | 2016-09-21 | 2016-12-07 | 中冶建工集团有限公司 | The steel truss support of a kind of pier cap beam construction and method for dismounting |
| CN106337369A (en) * | 2016-09-21 | 2017-01-18 | 中冶建工集团有限公司 | Steel-truss supporting method for construction of cap beam of pier |
| CN106522099A (en) * | 2016-11-10 | 2017-03-22 | 上海市基础工程集团有限公司 | Non-foundation simple steel platform structure for bridge shallow water area operation |
| CN107034788A (en) * | 2017-05-09 | 2017-08-11 | 中铁大桥局集团有限公司 | A kind of suspender tension device and its construction method |
| CN107165056A (en) * | 2017-07-13 | 2017-09-15 | 中交二航局第四工程有限公司 | Antidumping rod iron support and its installation method for cantilever bent cap concreting |
| CN109706846A (en) * | 2019-02-28 | 2019-05-03 | 青岛瑞源工程集团有限公司 | High, narrow bridge bent cap punching rod iron construction method for sloped ground |
| CN112627055A (en) * | 2021-02-02 | 2021-04-09 | 中铁十五局集团第三工程有限公司 | Bridge bent cap formwork support adjusting device and bridge bent cap construction method |
-
2015
- 2015-01-20 CN CN201520037132.1U patent/CN204510005U/en not_active Expired - Fee Related
Cited By (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106192771A (en) * | 2016-09-21 | 2016-12-07 | 中冶建工集团有限公司 | The steel truss support of a kind of pier cap beam construction and method for dismounting |
| CN106337369A (en) * | 2016-09-21 | 2017-01-18 | 中冶建工集团有限公司 | Steel-truss supporting method for construction of cap beam of pier |
| CN106192771B (en) * | 2016-09-21 | 2018-04-24 | 中冶建工集团有限公司 | A kind of steel truss support and method for dismounting of pier cap beam construction |
| CN106337369B (en) * | 2016-09-21 | 2018-05-22 | 中冶建工集团有限公司 | A kind of steel truss support method of pier cap beam construction |
| CN106522099A (en) * | 2016-11-10 | 2017-03-22 | 上海市基础工程集团有限公司 | Non-foundation simple steel platform structure for bridge shallow water area operation |
| CN106522099B (en) * | 2016-11-10 | 2021-05-28 | 上海市基础工程集团有限公司 | Foundation-free simple steel platform structure for operation in bridge shallow water area |
| CN107034788A (en) * | 2017-05-09 | 2017-08-11 | 中铁大桥局集团有限公司 | A kind of suspender tension device and its construction method |
| CN107034788B (en) * | 2017-05-09 | 2019-02-15 | 中铁大桥局集团有限公司 | A kind of suspender tension device and its construction method |
| CN107165056A (en) * | 2017-07-13 | 2017-09-15 | 中交二航局第四工程有限公司 | Antidumping rod iron support and its installation method for cantilever bent cap concreting |
| CN109706846A (en) * | 2019-02-28 | 2019-05-03 | 青岛瑞源工程集团有限公司 | High, narrow bridge bent cap punching rod iron construction method for sloped ground |
| CN112627055A (en) * | 2021-02-02 | 2021-04-09 | 中铁十五局集团第三工程有限公司 | Bridge bent cap formwork support adjusting device and bridge bent cap construction method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150729 Termination date: 20190120 |