CN205348212U - Prefabricated assembled combination column base - Google Patents
Prefabricated assembled combination column base Download PDFInfo
- Publication number
- CN205348212U CN205348212U CN201620112601.6U CN201620112601U CN205348212U CN 205348212 U CN205348212 U CN 205348212U CN 201620112601 U CN201620112601 U CN 201620112601U CN 205348212 U CN205348212 U CN 205348212U
- Authority
- CN
- China
- Prior art keywords
- rim
- cup
- pillar
- post
- cushion cap
- 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 - Fee Related
Links
Landscapes
- Revetment (AREA)
Abstract
The utility model relates to a prefabricated assembled combination column base, the combination column base includes bearing platform foundation and prefabricated post, the bearing platform foundation bottom surface is the rectangle, and the bearing platform foundation bottom surface is provided with the bearing stake, the bearing stake highly therefrom the mind -set steadily decrease all around, bearing platform foundation is provided with the rim of a cup, is provided with in the rim of a cup to supply post male square bracket shape fixing device, and 20 -30's centimetre space is left to post bottom surface after inserting and rim of a cup bottom surface, and the bottom of post is provided with down the trapezoidal thick liquid hole of crossing, is provided with basic fixed orifices on bearing platform foundation's the rim of a cup lateral wall, set up on the post with the post fixed orifices of basic fixed orifices looks adaptation, both ends were fixed with the nut after the screw rod passed basic fixed orifices and post fixed orifices, the utility model discloses a combination column base location is accurate, the electric mosquito -killing screen window enables a firm connection. The wholeness of column base is good, bears the weight of the dynamic height.
Description
Technical field
This utility model relates to a kind of suspension column, particularly relates to a kind of prefabricated assembled combination suspension column.
Background technology
Fast development along with process of industrialization, steel-structure factory building is used widely, current steel-structure factory building is generally adopted flat suspension column or boots beam type suspension column, steel column foot is due to from heavy and light, bearing capacity is big, the features such as construction speed is fast are installed be developed rapidly, but the steel construction ubiquity shortcomings such as to build maintenance cost high, corrosion-resistant.At some chemical enterprises, owing to production process to produce substantial amounts of corrosive substance, concrete prefabricated element Factory Building due to its good corrosion resistance, manufacture the features such as maintenance cost is low and also widely using, the suspension column of concrete prefabricated element be generally adopted pillar be inserted directly into basis rim of a cup pour into a mould concrete structure again, existence foundation is low with the bonding strength of pillar, position inaccurate, the defects such as suspension column overall performance is poor.
Summary of the invention
In order to overcome the defect of the suspension column of concrete prefabricated element in prior art, this utility model provides the prefabricated assembled combination suspension column that a kind of overall performance is good.
The technical solution of the utility model is: a kind of prefabricated assembled combination suspension column, described combination suspension column includes cushion cap foundation and prefabricated pillar, the bottom surface of described cushion cap foundation is rectangular, the bottom surface of cushion cap foundation is provided with bearing pile, the height of bearing pile successively decreases from center to surrounding, described cushion cap foundation is provided with rim of a cup, the fixing device of square brackets shape that pillar inserts it is provided in rim of a cup, the space of 20-30 centimetre is left in pillar bottom surface after insertion and rim of a cup bottom surface, the bottom of pillar is provided with inverted trapezoidal and crosses slurry hole, the rim of a cup sidewall of cushion cap foundation is provided with basis fixing hole, pillar offers the pillar fixing hole suitable with basis fixing hole, after screw rod traverse basis fixing hole and pillar fixing hole, two ends nut is fixed, pillar is provided with anchor bar, inverted trapezoidal is crossed in slurry hole and is provided with anchor bar, concrete is poured into a mould after bar-mat reinforcement is set in rim of a cup, bar-mat reinforcement is fixing with the steel tie arranged on rim of a cup inwall to be connected, rim of a cup inner surface is matsurface.
The beneficial effects of the utility model are: (1) cushion cap foundation is provided with rim of a cup, be provided for the fixing device of square brackets shape that pillar inserts, so make pillar accurate in rim of a cup inner position in rim of a cup；(2) space of 20-30 centimetre is left in the pillar bottom surface after inserting and rim of a cup bottom surface, the bottom of pillar is provided with inverted trapezoidal and crosses slurry hole, after such concrete casting solidification, the inverted trapezoidal of expansion section and pillar that inverted trapezoidal crosses the inner concrete formation of slurry hole is crossed slurry hole and is mutually twisted, make the adhesion strength between concrete and pillar higher, connect more firm；(3) being provided with basis fixing hole on the rim of a cup sidewall of cushion cap foundation, pillar offers the pillar fixing hole suitable with basis fixing hole, after screw rod traverse basis fixing hole and pillar fixing hole, two ends nut is fixed, and so can strengthen bonding strength；(4) pillar is provided with anchor bar, inverted trapezoidal is crossed in slurry hole and is provided with anchor bar, concrete is poured into a mould after bar-mat reinforcement is set in rim of a cup, bar-mat reinforcement is fixing with the steel tie arranged on rim of a cup inwall to be connected, rim of a cup inner surface is matsurface, such structure can be greatly enhanced adhesion strength so that the globality of suspension column is better；(5) cushion cap foundation is provided below bearing pile, and the height of bearing pile successively decreases from center to surrounding, and bearing pile can effectively disperse the load on cushion cap foundation, can be greatly enhanced the bearing capacity of suspension column.
Accompanying drawing explanation
Fig. 1 is prefabricated assembled combination suspension column overall structure schematic diagram.
Fig. 2 is cushion cap foundation top view.
Fig. 3 is pillar structure schematic diagram.
In figure: 1 is cushion cap foundation, 2 is pillar, and 3 is the fixing device of square brackets shape, and 4 is screw rod, and 5 is nut, and 6 is anchor bar, and 7 cross slurry hole for inverted trapezoidal, and 8 is bearing pile.
Detailed description of the invention
Referring to accompanying drawing 1-3, a kind of prefabricated assembled combination suspension column, described combination suspension column includes cushion cap foundation 1 and prefabricated pillar 2, the bottom surface of described cushion cap foundation 1 is rectangle, the bottom surface of cushion cap foundation 1 is provided with bearing pile 8, the height of bearing pile 8 successively decreases from center to surrounding, described cushion cap foundation is provided with rim of a cup, the fixing device 3 of square brackets shape that pillar 2 inserts it is provided in rim of a cup, the space of 20-30 centimetre is left in pillar 2 bottom surface after insertion and rim of a cup bottom surface, the bottom of pillar 2 is provided with inverted trapezoidal and crosses slurry hole 7, the rim of a cup two side of cushion cap foundation 1 is provided with basis fixing hole, pillar offers the pillar fixing hole suitable with basis fixing hole, after screw rod 4 traverse basis fixing hole and pillar fixing hole, two ends nut 5 is fixed, pillar is provided with anchor bar 6, inverted trapezoidal is crossed and is provided with anchor bar (not shown) in slurry hole 7, concrete is poured into a mould after bar-mat reinforcement (not shown) is set in rim of a cup, bar-mat reinforcement is fixing with the steel tie arranged on rim of a cup inwall is connected (not shown), rim of a cup inner surface is matsurface.
Claims (1)
1. a prefabricated assembled combination suspension column, described combination suspension column includes cushion cap foundation and prefabricated pillar, it is characterized in that, the bottom surface of described cushion cap foundation is rectangular, the bottom surface of cushion cap foundation is provided with bearing pile, the height of bearing pile successively decreases from center to surrounding, described cushion cap foundation is provided with rim of a cup, the fixing device of square brackets shape that pillar inserts it is provided in rim of a cup, the space of 20-30 centimetre is left in pillar bottom surface after insertion and rim of a cup bottom surface, the bottom of pillar is provided with inverted trapezoidal and crosses slurry hole, the rim of a cup sidewall of cushion cap foundation is provided with basis fixing hole, pillar offers the pillar fixing hole suitable with basis fixing hole, after screw rod traverse basis fixing hole and pillar fixing hole, two ends nut is fixed, pillar is provided with anchor bar, inverted trapezoidal is crossed in slurry hole and is also equipped with anchor bar, concrete is poured into a mould after bar-mat reinforcement is set in rim of a cup, described bar-mat reinforcement is fixing with the steel tie arranged on rim of a cup inwall to be connected, rim of a cup inner surface is matsurface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620112601.6U CN205348212U (en) | 2016-02-01 | 2016-02-01 | Prefabricated assembled combination column base |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620112601.6U CN205348212U (en) | 2016-02-01 | 2016-02-01 | Prefabricated assembled combination column base |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205348212U true CN205348212U (en) | 2016-06-29 |
Family
ID=56178893
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620112601.6U Expired - Fee Related CN205348212U (en) | 2016-02-01 | 2016-02-01 | Prefabricated assembled combination column base |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205348212U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836262A (en) * | 2017-01-25 | 2017-06-13 | 上海市政工程设计研究总院（集团）有限公司 | A kind of construction method of packaged type bridges substructure |
| CN108086512A (en) * | 2017-12-27 | 2018-05-29 | 温州中海建设有限公司 | A kind of shock resistance house architectural structure system and its assembly method |
| CN113270666A (en) * | 2021-05-14 | 2021-08-17 | 风帆有限责任公司 | High-strength vibration-resistant structure lead-acid storage battery |
| CN113530348A (en) * | 2021-08-25 | 2021-10-22 | 宁玉欣 | Plug-in column base inhaul cable bearing installation positioning method |
| CN113668415A (en) * | 2021-08-27 | 2021-11-19 | 中铁第四勘察设计院集团有限公司 | Novel assembly type aluminum alloy ground station and construction method thereof |
| CN113818288A (en) * | 2021-10-29 | 2021-12-21 | 同济大学 | Assembled road bed pile slab connection structure |
| CN114775467A (en) * | 2022-03-24 | 2022-07-22 | 中铁二十一局集团第一工程有限公司 | Bolt opposite-pulling connecting device for assembled culvert wing wall |
-
2016
- 2016-02-01 CN CN201620112601.6U patent/CN205348212U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106836262A (en) * | 2017-01-25 | 2017-06-13 | 上海市政工程设计研究总院（集团）有限公司 | A kind of construction method of packaged type bridges substructure |
| CN108086512A (en) * | 2017-12-27 | 2018-05-29 | 温州中海建设有限公司 | A kind of shock resistance house architectural structure system and its assembly method |
| CN113270666A (en) * | 2021-05-14 | 2021-08-17 | 风帆有限责任公司 | High-strength vibration-resistant structure lead-acid storage battery |
| CN113530348A (en) * | 2021-08-25 | 2021-10-22 | 宁玉欣 | Plug-in column base inhaul cable bearing installation positioning method |
| CN113668415A (en) * | 2021-08-27 | 2021-11-19 | 中铁第四勘察设计院集团有限公司 | Novel assembly type aluminum alloy ground station and construction method thereof |
| CN113818288A (en) * | 2021-10-29 | 2021-12-21 | 同济大学 | Assembled road bed pile slab connection structure |
| CN114775467A (en) * | 2022-03-24 | 2022-07-22 | 中铁二十一局集团第一工程有限公司 | Bolt opposite-pulling connecting device for assembled culvert wing wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205348212U (en) | Prefabricated assembled combination column base | |
| CN205501791U (en) | Two recessed arch integrated configurations of steel binder - entity jib - | |
| CN104763082B (en) | Upper and lower connecting structure of assembled shearing force wall | |
| CN209114332U (en) | A kind of long big section bent cap bracket system of overhanging | |
| CN103469735B (en) | The mounting method of curve ultrahigh hollow column plate type pier top solid section template | |
| CN201738250U (en) | Arch culvert and arch ring steel die trolley | |
| CN208486648U (en) | A kind of power tower stable base | |
| CN102367653A (en) | Support structure for large-span continuous beam construction | |
| CN204780622U (en) | Girder 0# piece construction bracket | |
| CN204645333U (en) | Fabricated shear wall levels syndeton | |
| CN211171632U (en) | Continuous rigid frame bridge side-span cast-in-place section and closure section are pour and are used gallows | |
| CN202482766U (en) | Support structure for large span continuous beam constructions | |
| CN202611111U (en) | Full-length triangular split heads | |
| CN210067011U (en) | Assembled building convenient to installation | |
| CN211850773U (en) | Outer wall scaffold even wall spare | |
| CN201301431Y (en) | Joint construction for spandrel steel-tube upright post | |
| CN204876084U (en) | Steel column foot crab -bolt fixed bolster | |
| CN203905589U (en) | Contact network double-steel-channel lattice pillar | |
| CN204645418U (en) | A kind of capital connected node of steel core concrete column | |
| CN202954290U (en) | Support seat leveling device for gradient precast beam | |
| CN202047609U (en) | Jacking bracket for integrally lifting house | |
| CN207004010U (en) | A kind of building bearing post pours mould | |
| CN201850510U (en) | Inverted triangular support of cast-in-situ box girder | |
| CN201128915Y (en) | Inclined post type iron tower foundation | |
| CN212897204U (en) | Adjustable fixing and reinforcing device |
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: 20160629 Termination date: 20170201 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |