CN205382509U - Steel -pipe column mounting structure - Google Patents

Steel -pipe column mounting structure Download PDF

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Publication number
CN205382509U
CN205382509U CN201521143992.XU CN201521143992U CN205382509U CN 205382509 U CN205382509 U CN 205382509U CN 201521143992 U CN201521143992 U CN 201521143992U CN 205382509 U CN205382509 U CN 205382509U
Authority
CN
China
Prior art keywords
pipe column
steel pipe
guide
steel
sets
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
Application number
CN201521143992.XU
Other languages
Chinese (zh)
Inventor
仲晟正
吴瑶
詹探
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Dalu Traffic Construction Group Co Ltd
Original Assignee
Dalu Traffic Construction Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Dalu Traffic Construction Group Co Ltd filed Critical Dalu Traffic Construction Group Co Ltd
Priority to CN201521143992.XU priority Critical patent/CN205382509U/en
Application granted granted Critical
Publication of CN205382509U publication Critical patent/CN205382509U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model provides a steel -pipe column mounting structure includes steel -pipe column, guide table, guide table cushion cap, floorbar, floorbar owner muscle, locator flange, crab -bolt, underground continuous wall and plain concrete bed course at least, the guide table cushion cap sets up the bottom at the steel -pipe column, guide table sets up the middle part at the steel -pipe column to be located between steel -pipe column and the guide table cushion cap, underground continuous wall sets up the bottom at the steel -pipe column, the plain concrete bed course sets up the upside at underground continuous wall, floorbar owner muscle sets up the bottom at the steel -pipe column, the locator flange sets up on floorbar owner muscle, the crab -bolt runs through the setting on locator flange and floorbar owner muscle, the floorbar sets up the upper portion at the steel -pipe column, this simple structure connects closely, safe and reliable, and construction convenience easily uses widely.

Description

A kind of erection of steel pipe column structure
Technical field
This utility model relates to covered back-digging applied technical field, especially a kind of erection of steel pipe column structure.
Background technology
Covered back-digging technique has been the preferred option in metro station construction, particularly in super large ultra-deep and rich water soft clay area deep-foundation pit engineering should be more extensive, in covered back-digging work progress, first construct building enclosure, then engineering pile and steel pipe column in the middle of construction, wherein most steel pipe column is directly embraced to insert to anchor into and is formed middle pile integration in engineering pile foundation, but in the supporting traffic hub engineering of many airfield extensions, there is part steel pipe column according to being seated on structure base slab beam, construction is inserted because embracing in advance without engineering pile under it, the installation playing steel pipe column in covered back-digging construction technology after this kind is always up insoluble technical barrier, therefore, for these problems, a kind of erection of steel pipe column structure is proposed.
Utility model content
Prior art can not meet the needs of people, and for making up prior art deficiency, this utility model aims to provide a kind of simple in construction, is completely embedded, safe and reliable, a kind of erection of steel pipe column structure of easy construction.
For achieving the above object, this utility model by the following technical solutions: a kind of erection of steel pipe column structure, at least include steel pipe column, guide table, guide table cushion cap, bottom girder, end beam main tendon, localizer flange, crab-bolt, diaphram wall and plain concrete cushion layer;Described guide table cushion cap is arranged on the bottom of steel pipe column;Described guide table is arranged on the middle part of steel pipe column, and between steel pipe column and guide table cushion cap;Described diaphram wall is arranged on the bottom of steel pipe column;Described plain concrete cushion layer is arranged on the upside of steel pipe column diaphram wall;Beam main tendon of the described end is arranged on the bottom of steel pipe column;Described localizer flange is arranged on end beam main tendon;Described crab-bolt runs through and is arranged on localizer flange and end beam main tendon;Described bottom girder is arranged on the top of steel pipe column.
As optimisation technique scheme of the present utility model: described steel pipe column adopts merogenesis mounting technique, compact siro spinning technology between upper and lower segmented column.
Compared with prior art, the beneficial effects of the utility model are: steel pipe column concrete adopts the wet solidifying soil of self-compaction, select high dropping without the method for vibrating, utilize the acceleration of gravity impact energy of concrete free-falling gained, make concrete compacted, the double effects of both can ensure that concrete density, after having constructed, steel pipe column interior concrete is picked cutter process process, pick and cut a hole into the shape of falling pot, at the reserved concreting observation port of the shape of falling pot edge's steel pipe column bottom, it is simple to later stage concreting aerofluxus.
Accompanying drawing explanation
Fig. 1 is lower steel pipe column structural representation of the present utility model;
Fig. 2 is upper steel pipe column structural representation of the present utility model;
Fig. 3 is guider scheme of installation of the present utility model;
Wherein: 1, steel pipe column, 2, guide table, 3, guide table cushion cap, 4, bottom girder, 5, end beam main tendon, 6, localizer flange, 7, crab-bolt, 8, diaphram wall, 9 plain concrete cushion layer.
Detailed description of the invention
Below in conjunction with the accompanying drawing in this utility model embodiment, the technical scheme in this utility model embodiment is clearly and completely described, it is clear that described embodiment is only a part of embodiment of this utility model, rather than whole embodiments.Based on the embodiment in this utility model, all other embodiments that those of ordinary skill in the art obtain under not making creative work premise, broadly fall into the scope of this utility model protection.
Refer to Fig. 1~2, in this utility model embodiment, a kind of erection of steel pipe column structure, at least include steel pipe column 1, guide table 2, guide table cushion cap 3, bottom girder 4, end beam main tendon 5, localizer flange 6, crab-bolt 7, diaphram wall 8 and plain concrete cushion layer 9;Described guide table cushion cap 3 is arranged on the bottom of steel pipe column;Described guide table 2 is arranged on the middle part of steel pipe column, and between steel pipe column 1 and guide table cushion cap 3;Described diaphram wall 8 is arranged on the bottom of steel pipe column;Described plain concrete cushion layer 9 is arranged on the upside of diaphram wall 8;Beam main tendon of the described end 5 is arranged on the bottom of steel pipe column;Described localizer flange 6 is arranged on end beam main tendon 5;Described crab-bolt 7 run through be arranged on localizer flange 6 with on end beam main tendon 5;Described bottom girder 4 is arranged on the top of steel pipe column.
As optimisation technique scheme of the present utility model: described steel pipe column 1 adopts merogenesis mounting technique, compact siro spinning technology between upper and lower segmented column;Described steel pipe column interior concrete carries out picking cutter and processes, and picks and cuts a hole into the shape of falling pot, at the reserved concreting observation port of the shape of falling pot edge's steel pipe column bottom.
It is obvious to a person skilled in the art that this utility model is not limited to the details of above-mentioned one exemplary embodiment, and when without departing substantially from spirit of the present utility model or basic feature, it is possible to realize this utility model in other specific forms.Therefore, no matter from which point, embodiment all should be regarded as exemplary, and be nonrestrictive, scope of the present utility model is limited by claims rather than described above, it is intended that all changes in the implication of the equivalency dropping on claim and scope included in this utility model.Any accompanying drawing labelling in claim should be considered as the claim that restriction is involved.
The above; it is only preferred embodiment of the present utility model; not in order to limit this utility model; every according to technical spirit of the present utility model, above example is made any trickle novel; every any trickle amendment, equivalent replacement and improvement above example made according to technical spirit of the present utility model, should be included within the protection domain of technical solutions of the utility model.

Claims (2)

1. an erection of steel pipe column structure, at least includes steel pipe column (1), guide table (2), guide table cushion cap (3), bottom girder (4), end beam main tendon (5), localizer flange (6), crab-bolt (7), diaphram wall (8) and plain concrete cushion layer (9);It is characterized in that: described guide table cushion cap (3) is arranged on the bottom of steel pipe column;Described guide table (2) is arranged on the middle part of steel pipe column, and is positioned between steel pipe column (1) and guide table cushion cap (3);Described diaphram wall (8) is arranged on the bottom of steel pipe column;Described concrete cushion (9) is arranged on the upside of diaphram wall (8);Beam main tendon of the described end (5), is arranged on the bottom of steel pipe column (1);Described localizer flange (6) is arranged on end beam main tendon (5);Described crab-bolt (7) runs through and is arranged on localizer flange (6) and end beam main tendon (5);Described bottom girder (4) is arranged on the top of steel pipe column.
2. a kind of erection of steel pipe column structure according to claim 1, it is characterised in that: described steel pipe column (1) adopts merogenesis mounting technique, compact siro spinning technology between upper and lower segmented column.
CN201521143992.XU 2015-12-29 2015-12-29 Steel -pipe column mounting structure Expired - Fee Related CN205382509U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201521143992.XU CN205382509U (en) 2015-12-29 2015-12-29 Steel -pipe column mounting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201521143992.XU CN205382509U (en) 2015-12-29 2015-12-29 Steel -pipe column mounting structure

Publications (1)

Publication Number Publication Date
CN205382509U true CN205382509U (en) 2016-07-13

Family

ID=56347302

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201521143992.XU Expired - Fee Related CN205382509U (en) 2015-12-29 2015-12-29 Steel -pipe column mounting structure

Country Status (1)

Country Link
CN (1) CN205382509U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106758789A (en) * 2016-12-30 2017-05-31 中铁第四勘察设计院集团有限公司 High-speed railway steel concrete assembled pier and its construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106758789A (en) * 2016-12-30 2017-05-31 中铁第四勘察设计院集团有限公司 High-speed railway steel concrete assembled pier and its construction method

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Legal Events

Date Code Title Description
GR01 Patent grant
C14 Grant of patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160713

Termination date: 20161229

CF01 Termination of patent right due to non-payment of annual fee