CN204023417U - For building the bearing pin bracket of high pier 0# block concrete - Google Patents
For building the bearing pin bracket of high pier 0# block concrete Download PDFInfo
- Publication number
- CN204023417U CN204023417U CN201420460422.2U CN201420460422U CN204023417U CN 204023417 U CN204023417 U CN 204023417U CN 201420460422 U CN201420460422 U CN 201420460422U CN 204023417 U CN204023417 U CN 204023417U
- Authority
- CN
- China
- Prior art keywords
- channel
- stiffener
- square tube
- fitting
- built
- 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
- 239000003351 stiffener Substances 0.000 claims abstract description 37
- 229910000831 Steel Inorganic materials 0.000 claims description 51
- 239000010959 steel Substances 0.000 claims description 51
- 238000009434 installation Methods 0.000 abstract description 9
- 238000004519 manufacturing process Methods 0.000 abstract description 4
- 238000010586 diagram Methods 0.000 description 4
- 238000010276 construction Methods 0.000 description 3
- 238000013461 design Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000004458 analytical method Methods 0.000 description 1
- 244000309466 calf Species 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
Landscapes
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The utility model relates to a kind of bearing pin bracket for building high pier 0# block concrete, comprise built-in fitting, needling, hound, pre-buried the building of built-in fitting is fixed in concrete height pier, pinned connection is adopted between built-in fitting, needling, hound, described built-in fitting comprises square tube, stiffener, horizontal anchor, the side of square tube is provided with symmetrical perforate, stiffener is also provided with corresponding perforate, stiffener and square tube medial surface are welded and fixed, horizontal anchor is fixedly connected with square tube outer wall, and the extension of horizontal anchor is to the extension with square tube to perpendicular.The utility model can complete the manufacture of a parts on ground, complete in the air at height and assemble, compare traditional welded and installed direction, easy for installation, handling safety is reliable.
Description
Technical field
The utility model relates to the bearing pin bracket for building high pier 0# block concrete, belongs to bridge building operations special equipment.
Background technology
During High-pier Long-span continuous rigid frame bridge construction, be connected with bridge pier, a sections of first building is commonly called as 0# block, and other parts of main bridge are all started to build from 0# BOB(beginning of block) toward both sides temporarily, and No. 0 block is particularly crucial as the benchmark segmental construction of constructing at first.The Chinese patent of publication number: 202730635U discloses a kind of continuous beam with high-pier No. 0 block radial type calf support, comprise boxlike built-in fitting, upper and lower part bearing, fining twisted steel, steel pipe brace and Two bors d's oeuveres channel-section steel cross bar, embedded part structure is complicated, needs professional and technical personnel to process, complicated integral structure, is not suitable for high-altitude and installs.
Utility model content
The purpose of this utility model is to overcome the deficiencies in the prior art, provides a kind of reasonable in design, can complete have processing more on ground, the bearing pin bracket for building high pier 0# block concrete that high-altitude is simply assembled.
The main technical schemes that the utility model adopts is: for building the bearing pin bracket of high pier 0# block concrete, comprise built-in fitting, needling, hound, pre-buried the building of built-in fitting is fixed in concrete height pier, adopts pinned connection between built-in fitting, needling, hound.
Described built-in fitting comprises square tube, stiffener, horizontal anchor, the side of square tube is provided with symmetrical perforate, and stiffener is also provided with corresponding perforate, and stiffener and square tube medial surface are welded and fixed, horizontal anchor is fixedly connected with square tube outer wall, and the extension of horizontal anchor is to the extension with square tube to perpendicular.
Described needling comprises channel-section steel, stiffener, channel-section steel are a pair, the notch of two channel-section steels is oppositely arrange, stiffener is adopted to be fixedly connected with between two channel-section steels, space is left between two channel-section steels, the end of two channel-section steels is equipped with perforate, stiffener is also provided with corresponding perforate, and stiffener is fixedly connected with channel-section steel.
Hound comprises channel-section steel, stiffener, gripper shoe, channel-section steel are a pair, the notch of two channel-section steels is oppositely arrange, stiffener is adopted to be fixedly connected with between two channel-section steels, space is left between two channel-section steels, gripper shoe is located at the two ends of channel-section steel and is fixedly connected with channel-section steel, and between two gripper shoes with end, adopt end-blocking plate to be fixedly connected with, the end of gripper shoe is equipped with perforate, stiffener is also provided with corresponding perforate, and stiffener is fixedly connected with gripper shoe.
Built-in fitting described in the utility model also comprises horizontal strength plate, and horizontal strength plate and square tube medial surface are welded and fixed.
The utility model compared with prior art, has the following advantages and effect:
1, the utility model can complete the manufacture of a parts on ground, and complete in the air at height and assemble, compare traditional welded and installed direction, easy for installation, handling safety is reliable.
2, built-in fitting of the present utility model is square tube, and square tube is a kind of conventional steel, facility of therefore drawing materials, as long as cut former material amount body, compare boxlike embedded part structure, easily manufactured, cost is low, adopt boxlike built-in fitting also to need to be equipped with bearing, therefore complex structure, inconvenience is installed.
3, needling described in the utility model, hound all adopt channel-section steel to be main material, leave space between two channel-section steels, and this space distance is basic identical with the width of square tube, therefore two can close installation, security intensity is high, manufacture simple and convenient, and intensity is high.
4, installation and removal is convenient can be recycled, and after removing, concrete need not be repaired, and can avoid destroying concrete
Attractive in appearance.
Accompanying drawing explanation
Fig. 1 is the structural representation of the utility model embodiment.
Fig. 2 is the structural representation of built-in fitting described in the utility model embodiment.
Fig. 3 is the plan structure schematic diagram of Fig. 2.
Fig. 4 is the structural representation of needling described in the utility model embodiment.
Fig. 5 is the plan structure schematic diagram of Fig. 4.
Fig. 6 is the structural representation of hound described in the utility model embodiment.
Fig. 7 is the plan structure schematic diagram of Fig. 6.
Fig. 8 is the A-A sectional structure schematic diagram of Fig. 7.
Detailed description of the invention
Below in conjunction with accompanying drawing, also by embodiment, the utility model is described in further detail.
See Fig. 1 to Fig. 8, for building the bearing pin bracket of high pier 0# block concrete described in the present embodiment, comprise built-in fitting 1, needling 2, hound 3, pre-buried the building of built-in fitting 1 is fixed in concrete height pier A, adopts bearing pin 4 to connect between built-in fitting 1, needling 2, hound 3.
Described built-in fitting 1 comprises square tube 11, stiffener 12, horizontal anchor 13, the side of square tube 11 is provided with symmetrical perforate 5, stiffener 12 is also provided with corresponding perforate 5 ', stiffener 12 and square tube 11 medial surface are welded and fixed, horizontal anchor 13 is fixedly connected with square tube 11 outer wall, and the extension of horizontal anchor 13 is to the extension with square tube 11 to perpendicular.
Described needling 2 comprises channel-section steel 21, stiffener 12 ', channel-section steel 21 are a pair, the notch of two channel-section steels 21 is oppositely arrange, adopt junction plate 7 to be fixedly connected with between two channel-section steels 21, leave space between two channel-section steels 21, the distance in this space is substantially identical with the width of square tube 11, therefore both can close installation, and installation strength is high, manufacture simple and convenient, the end of two channel-section steels 21 is equipped with perforate 5 "; stiffener 12 is also provided with corresponding perforate 5 ', and stiffener 12 is fixedly connected with channel-section steel 21.
Described hound 3 comprises channel-section steel 21 ', stiffener 12 ", gripper shoe 31, channel-section steel 21 ' is a pair, the notch of two channel-section steels 21 ' is oppositely arrange, junction plate 7 ' is adopted to be fixedly connected with between two channel-section steels 21 ', space is left between two channel-section steels 21 ', gripper shoe 31 is located at the two ends of channel-section steel 21 ' and is fixedly connected with channel-section steel 21 ', between two gripper shoes 31 with end, adopt end-blocking plate 6 to be fixedly connected with, end-blocking plate 6 is for strengthening the intensity of two gripper shoes 31, the end of gripper shoe 31 is equipped with perforate 5 " ', stiffener 12 " be also provided with corresponding perforate 5 ', stiffener 12 " be fixedly connected with gripper shoe 31.
Built-in fitting 1 described in the utility model also comprises horizontal strength plate 14, and horizontal strength plate 14 is welded and fixed with square tube 11 medial surface.Because square tube 11 is cast in concrete, in square tube 11, be welded and fixed horizontal strength plate 14 play booster action, avoid causing because of pouring construction square tube 11 to be out of shape.
Stiffener 12, stiffener 12 ', stiffener 12 described in the present embodiment " conformation function is all identical; and only installation site is different; channel-section steel 21 same as above, channel-section steel 21 ' structure function are all identical; only installation position is different; described junction plate 7, junction plate 7 ' structure function are all identical, and only installation position is different.
Described in the present embodiment, horizontal anchor 13 is groove type channel-section steel.
Installation process, two built-in fittings 1 are embedded in concrete height pier A when constructing, two built-in fittings 1 are positioned at same vertical curve, needling 2 one end and built-in fitting 1 adopt that bearing pin 4 is connected, needling 2 other end adopts bearing pin 4 to be connected with hound 3, hound 3 other end and another built-in fitting adopt bearing pin 4 to be connected, and pinned connection is that bearing pin 4 is installed through perforate.
More than describe preferred embodiment of the present utility model in detail.Should be appreciated that the ordinary skill of this area just can make many modifications and variations according to design of the present utility model without the need to creative work.Therefore, all technician in the art according to design of the present utility model on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment, all should by the determined protection domain of claims.
Claims (2)
1. for building the bearing pin bracket of high pier 0# block concrete, comprise built-in fitting, needling, hound, pre-buried the building of built-in fitting is fixed in concrete height pier, pinned connection is adopted between built-in fitting, needling, hound, it is characterized in that: described built-in fitting comprises square tube, stiffener, horizontal anchor, the side of square tube is provided with symmetrical perforate, stiffener is also provided with corresponding perforate, stiffener and square tube medial surface are welded and fixed, horizontal anchor is fixedly connected with square tube outer wall, and the extension of horizontal anchor is to the extension with square tube to perpendicular; Described needling comprises channel-section steel, stiffener, channel-section steel are a pair, the notch of two channel-section steels is oppositely arrange, stiffener is adopted to be fixedly connected with between two channel-section steels, space is left between two channel-section steels, the end of two channel-section steels is equipped with perforate, stiffener is also provided with corresponding perforate, and stiffener is fixedly connected with channel-section steel; Hound comprises channel-section steel, stiffener, gripper shoe, channel-section steel are a pair, the notch of two channel-section steels is oppositely arrange, stiffener is adopted to be fixedly connected with between two channel-section steels, space is left between two channel-section steels, gripper shoe is located at the two ends of channel-section steel and is fixedly connected with channel-section steel, and between two gripper shoes with end, adopt end-blocking plate to be fixedly connected with, the end of gripper shoe is equipped with perforate, stiffener is also provided with corresponding perforate, and stiffener is fixedly connected with gripper shoe.
2. the bearing pin bracket for building high pier 0# block concrete according to claim 1, it is characterized in that: described built-in fitting also comprises horizontal strength plate, horizontal strength plate and square tube medial surface are welded and fixed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420460422.2U CN204023417U (en) | 2014-08-14 | 2014-08-14 | For building the bearing pin bracket of high pier 0# block concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420460422.2U CN204023417U (en) | 2014-08-14 | 2014-08-14 | For building the bearing pin bracket of high pier 0# block concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204023417U true CN204023417U (en) | 2014-12-17 |
Family
ID=52063305
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420460422.2U Expired - Lifetime CN204023417U (en) | 2014-08-14 | 2014-08-14 | For building the bearing pin bracket of high pier 0# block concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204023417U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105736830A (en) * | 2016-04-14 | 2016-07-06 | 中国能源建设集团陕西省电力设计院有限公司 | Piping support joint and construction method |
| CN108774952A (en) * | 2018-07-09 | 2018-11-09 | 中铁七局集团路桥工程有限公司 | A kind of special no-welding built-in fitting of bridge holder |
| CN109806835A (en) * | 2019-01-31 | 2019-05-28 | 森松（江苏）重工有限公司 | A kind of novel PTA oxidation reactor |
-
2014
- 2014-08-14 CN CN201420460422.2U patent/CN204023417U/en not_active Expired - Lifetime
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105736830A (en) * | 2016-04-14 | 2016-07-06 | 中国能源建设集团陕西省电力设计院有限公司 | Piping support joint and construction method |
| CN105736830B (en) * | 2016-04-14 | 2018-01-19 | 中国能源建设集团陕西省电力设计院有限公司 | A kind of construction method of support of pipelines node |
| CN108774952A (en) * | 2018-07-09 | 2018-11-09 | 中铁七局集团路桥工程有限公司 | A kind of special no-welding built-in fitting of bridge holder |
| CN109806835A (en) * | 2019-01-31 | 2019-05-28 | 森松（江苏）重工有限公司 | A kind of novel PTA oxidation reactor |
| CN109806835B (en) * | 2019-01-31 | 2024-01-05 | 森松（江苏）重工有限公司 | Novel PTA oxidation reactor |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204023417U (en) | For building the bearing pin bracket of high pier 0# block concrete | |
| CN104452581B (en) | A kind of cantilever base spiral shell anchor formula comb plate stretching device | |
| CN204040515U (en) | Cat ladder | |
| CN205954482U (en) | Construction structures of " people " style of calligraphy cable tower entablature support | |
| CN208533545U (en) | A kind of side slope sash beam adjustable formwork | |
| CN203603457U (en) | Deformation joint steel formwork and deformation joint formwork assembly | |
| CN202787038U (en) | Pavement concrete steel channel shaping formwork | |
| CN205711761U (en) | A kind of Novel hanging basket of convenience and safety | |
| CN206385568U (en) | A kind of city integrated piping lane hoisting ring device | |
| CN206302857U (en) | A kind of beam-to-column joint structure for warmhouse booth | |
| CN204212273U (en) | A kind of composite steel concrete column and box concrete filled steel tube cant beam switching node | |
| CN207469752U (en) | A kind of venthole non-dismantling formwork | |
| CN203924484U (en) | A kind of precast beam and there is the reinforced concrete structure of tenon anchor system | |
| CN202359509U (en) | Bridge wet joint operation vehicle | |
| CN102747682B (en) | Attaching walking hanging basket | |
| CN203394008U (en) | Suspension type hanging bracket used on plane truss | |
| CN204982748U (en) | Device is increased to frame -type concrete guardrail | |
| CN206233117U (en) | A kind of continuous beam catenary mast construction formwork auxiliary implement | |
| CN205296525U (en) | Lower hanging steel bar truss structure | |
| CN203487794U (en) | Main assembling jig frame for large-span steel structure roof primary truss | |
| CN205839789U (en) | Photovoltaic plant box type transformer configurations constructing structure | |
| CN205313978U (en) | Whole ann of bridge cantilever construction tears protector open | |
| CN203947768U (en) | A kind of bean column node region different labels concrete divides partiting template | |
| CN204530500U (en) | A kind of closure section template system not removing external mold | |
| CN204570899U (en) | A kind of protection sink hole |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: Room 301, No. 251 Chengxiu Road, Xincheng Street, Xiuzhou District, Jiaxing City, Zhejiang Province, 314001 Patentee after: Xingtu Co.,Ltd. Address before: 10th Floor, Suyin International Building, No. 999 Hongxing Road, Jiaxing City, Zhejiang Province, 314001 Patentee before: ZHEJIANG XINGTU BRIDGE TEMPORARY STEEL STRUCTURE ENGINEERING CO.,LTD. |
|
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20141217 |