CN202194244U - Positioning support for embedding of ultra-high steel-work pedestals - Google Patents

Positioning support for embedding of ultra-high steel-work pedestals Download PDF

Info

Publication number
CN202194244U
CN202194244U CN2011202570209U CN201120257020U CN202194244U CN 202194244 U CN202194244 U CN 202194244U CN 2011202570209 U CN2011202570209 U CN 2011202570209U CN 201120257020 U CN201120257020 U CN 201120257020U CN 202194244 U CN202194244 U CN 202194244U
Authority
CN
China
Prior art keywords
steel
plate
location
positioning plate
positioning
Prior art date
Application number
CN2011202570209U
Other languages
Chinese (zh)
Inventor
柳书亭
李锋
白素檩
Original Assignee
河北杭萧钢构有限公司
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 河北杭萧钢构有限公司 filed Critical 河北杭萧钢构有限公司
Priority to CN2011202570209U priority Critical patent/CN202194244U/en
Application granted granted Critical
Publication of CN202194244U publication Critical patent/CN202194244U/en

Links

Abstract

The utility model relates to a positioning support, in particular to a positioning support for embedding of ultra-high steel-work pedestals, which comprises an upper positioning plate, a lower positioning plate, supporting legs, pedestal anchor bolts, adjusting nuts and inclined supporting legs. The upper positioning plate is in a rectangular frame structure made of angle steel bars, a plurality of positioning holes are uniformly distributed at one edge of each angle steel bar, the lower positioning plate is in a rectangular frame structure made of steel angles, and a plurality of positioning holes with openings are uniformly distributed at one edge of each steel angle. The supporting legs are uniformly distributed at four corners of the inner frame of each of the upper positioning plate and the lower positioning plate and are fixedly integrated with the same. Steel channels are fixedly connected to the lowermost ends of the supporting legs, the lower ends of the pedestal anchor bolts are L-shaped, the pedestal anchor bolts are mounted into the positioning holes of the upper positioning plate and the lower positioning plate sequentially and respectively and connected with the upper positioning plate and the lower positioning plate fixedly and integrally, the adjusting nuts are mounted at the upper ends of the pedestal anchor bolts respectively, and the upper ends of the inclined supporting legs are fixedly connected with the upper positioning plate while the lower ends of the inclined supporting legs are fixedly connected with steel plates. The positioning support for embedding of the ultra-high steel-work pedestals is simple in structure, convenient in assembling, fine in stability, available for impendent construction and is high in efficiency during adjustment of perpendicularity of steel piles.

Description

The pre-buried locating support of superelevation layer steel work suspension column
Technical field:
The utility model relates to a kind of locating support, the pre-buried locating support of specifically a kind of superelevation layer steel work suspension column.
Background technology:
Superelevation layer steel work suspension column Embedment Construction mainly is divided into crab-bolt location suspension column and support location suspension column at present.Its method mainly is divided into:
1) crab-bolt location suspension column: crab-bolt is constructed according to standard according to steel column basis axis and steel column base plate anchor hole earlier, treat that the intact maintenance of concrete construction is qualified after, steel column in place, secondary carry out C60 and do not shrink the pea gravel concreten cast.Its problem is:
The crab-bolt construction finishes, and crab-bolt is easy to generate skew in the fluid concrete process, causes to be difficult to guarantee steel column in place; The crab-bolt construction needs and reinforcement construction constantly replaces construction, and Embedment Construction can not independently be carried out, and efficiency of construction is lower.
2) support location suspension column: adopt the steel column foot support with steel column is rack-mount position by axis after, reinforcement construction carries out the concrete floor construction at last, and steel column and support directly are embedded in the concrete, it is pre-buried to accomplish suspension column.Its problem has: the suspension column support is after installing suspension column, and stability is difficult to control; Because steel column on the suspension column support, adopts parallels to carry out the correction of steel column, difficulty of construction is big, and efficient reduces; Steel column installs, and civil engineering unit need carry out the construction of operations such as reinforcing bar, concrete, in the civil engineering process, causes probably and proofreaies and correct good steel column discovery skew.
Summary of the invention:
The goal of the invention of the utility model is to overcome the prior art deficiency, provides a kind of and in the crab-bolt construction, adopts the crab-bolt support to set up support; When construction suspension column support, set up the crab-bolt support and establish 4 cover adjusting bolts at four jiaos of pylon or steel column simultaneously, save at head and set up the pre-buried locating support of superelevation layer steel work suspension column that interim beam is linked to be all steel columns one individual system simultaneously after the steel column construction finishes.
The purpose of the utility model is to adopt following technical scheme to accomplish:
The pre-buried locating support of a kind of superelevation layer steel work suspension column comprises location-plate, following location-plate; Supporting leg, suspension column crab-bolt, adjustment nut; Oblique supporting leg, the described location-plate of going up constitutes rectangular frame structure by angle steel, one side wherein every angle steel be laid with some locating holes; Described down location-plate constitutes rectangular frame structure by angle steel, one side wherein every angle steel be laid with some opening locating holes; Described supporting leg is uniformly distributed with respectively on four jiaos of the inside casing that is loaded on upper and lower location-plate and fixedly with it is one; This supporting leg be consolidated with channel-section steel bottom respectively; Described suspension column crab-bolt lower end is " L " type, and in the locating hole of the upper and lower location-plate of packing into successively respectively, and fixed with upper and lower location-plate be one; Described adjustment nut is loaded on the upper end of suspension column crab-bolt respectively; The upper end of said oblique supporting leg is fixed with last location-plate respectively; Its lower end is consolidated with steel plate.
Adopt technique scheme, compared with prior art, the utility model has the advantages that:
The utility model is simple in structure, easy to assembly, good stability, and efficient is high during the verticality of adjustment steel column, can independently construct.
Description of drawings
Fig. 1 is the front view of the utility model.
Fig. 2 is the vertical view of the utility model.
Fig. 3 is the structure chart of location-plate on the utility model.
Fig. 4 is the structure chart of location-plate under the utility model.
Fig. 5 is the construction state diagram of the utility model.
Among the figure: oblique supporting leg 1, last location-plate 2, adjustment nut 3, following location-plate 4, suspension column crab-bolt 5, supporting leg 6, steel plate 7, channel-section steel 8, nut 9, steel column 10, locating hole 11, opening locating hole 12.
The specific embodiment:
See Fig. 1~Fig. 4, the pre-buried locating support of a kind of superelevation layer steel work suspension column comprises oblique supporting leg 1, last location-plate 2, adjustment nut 3, following location-plate 4, suspension column crab-bolt 5, supporting leg 6, steel plate 7, channel-section steel 8, nut 9, steel column 10, locating hole 11, opening locating hole 12.Last location-plate 2 constitutes rectangular frame structure by 4 angle steel, one side wherein every angle steel be laid with some locating holes 11; Following location-plate 4 constitutes rectangular frame structure by 4 angle steel, one side wherein every angle steel be laid with some opening locating holes 12; Supporting leg 6 is uniformly distributed with respectively on four jiaos of the inside casing that is loaded on upper and lower location-plate 2,4 and fixedly with it is one; This supporting leg 6 be consolidated with channel-section steel 8 bottom respectively; Suspension column crab-bolt 5 lower ends are " L " type, and in the opening locating hole 12 of pack into the successively respectively locating hole 11 of going up location-plate 2 and following location-plate 4, and fixed with upper and lower location-plate 2,4 be one; Adjustment nut 3 is loaded on the upper end of suspension column crab-bolt 5 respectively; Tiltedly the upper end of supporting leg 1 is fixed with last location-plate 2 respectively; Its lower end is consolidated with steel plate 7.
The quantity of supporting leg 6 is confirmed according to the specification of steel column 10 in the utility model.
The quantity of suspension column crab-bolt 5 is confirmed according to the specification of steel column 10 in the utility model.
Tiltedly the quantity of supporting leg 1 is definite according to the specification of last location-plate 2 in the utility model.
When the utility model was made split-type structural: supporting leg 6 was respectively loose mail with oblique supporting leg 1; Upper and lower location-plate 2,4 and suspension column crab-bolt 5 are fixed to be one, can before construction, carry out, and behind the job site, assembling with supporting leg 6 and oblique supporting leg 1, increases work efficiency.
The method for using of the utility model is:
See Fig. 5; According to field requirement with the pre-buried locating support installing and locating of superelevation layer steel work suspension column well after; With steel column 10 dress on it, the adjustment nut 3 on the adjustment suspension column crab-bolt 5 is fixed with nut 9 respectively after making its technical requirements that meets construction drawing; Again that its welding is fixing, carry out the construction of next procedure then.

Claims (1)

1. pre-buried locating support of superelevation layer steel work suspension column, it is characterized in that: the pre-buried locating support of described superelevation layer steel work suspension column comprises location-plate, following location-plate; Supporting leg; The suspension column crab-bolt, adjustment nut, tiltedly supporting leg; The described location-plate of going up constitutes rectangular frame structure by angle steel, one side wherein every angle steel be laid with some locating holes; Described down location-plate constitutes rectangular frame structure by angle steel, one side wherein every angle steel be laid with some opening locating holes; Described supporting leg is uniformly distributed with respectively on four jiaos of the inside casing that is loaded on upper and lower location-plate and fixedly with it is one; This supporting leg be consolidated with channel-section steel bottom respectively; Described suspension column crab-bolt lower end is " L " type, and in the locating hole of the upper and lower location-plate of packing into successively respectively, and fixed with upper and lower location-plate be one; Described adjustment nut is loaded on the upper end of suspension column crab-bolt respectively; The upper end of said oblique supporting leg is fixed with last location-plate respectively; Its lower end is consolidated with steel plate.
CN2011202570209U 2011-07-20 2011-07-20 Positioning support for embedding of ultra-high steel-work pedestals CN202194244U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011202570209U CN202194244U (en) 2011-07-20 2011-07-20 Positioning support for embedding of ultra-high steel-work pedestals

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011202570209U CN202194244U (en) 2011-07-20 2011-07-20 Positioning support for embedding of ultra-high steel-work pedestals

Publications (1)

Publication Number Publication Date
CN202194244U true CN202194244U (en) 2012-04-18

Family

ID=45949163

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011202570209U CN202194244U (en) 2011-07-20 2011-07-20 Positioning support for embedding of ultra-high steel-work pedestals

Country Status (1)

Country Link
CN (1) CN202194244U (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102644379A (en) * 2012-04-28 2012-08-22 中建一局集团建设发展有限公司 Temporary supporting system of steel column base and construction method of temporary supporting system
CN102817482A (en) * 2012-08-07 2012-12-12 中建钢构有限公司 Steel column correcting device and correcting construction method thereof
CN102979108A (en) * 2012-11-17 2013-03-20 中建钢构有限公司 Locating sleeve rack for locating anchor bolt group
CN103883124A (en) * 2014-03-13 2014-06-25 中建钢构有限公司北京分公司 Designing method for anchor bolt sleeve frame
CN103938877A (en) * 2014-03-12 2014-07-23 中建钢构有限公司北京分公司 Assembly method for anchor bolt sleeve frame
CN104988992A (en) * 2015-06-30 2015-10-21 杭州朗尔诺品实业有限公司 Base column connecting structure
CN108035554A (en) * 2017-11-24 2018-05-15 常州第建筑集团有限公司 The steel column supporting frame construction method of high-rise building frame column
CN108277882A (en) * 2017-12-21 2018-07-13 中交第三航务工程局有限公司 Super-huge steel structure canopy construction technology under mal-condition
CN109252536A (en) * 2018-09-30 2019-01-22 北京城建道桥建设集团有限公司 A kind of thin reinforcing pull rod group Precise Position System of length and its localization method

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102644379A (en) * 2012-04-28 2012-08-22 中建一局集团建设发展有限公司 Temporary supporting system of steel column base and construction method of temporary supporting system
CN102817482B (en) * 2012-08-07 2015-11-25 中建钢构有限公司 A kind of steel column means for correcting and correcting construction method thereof
CN102817482A (en) * 2012-08-07 2012-12-12 中建钢构有限公司 Steel column correcting device and correcting construction method thereof
CN102979108A (en) * 2012-11-17 2013-03-20 中建钢构有限公司 Locating sleeve rack for locating anchor bolt group
CN102979108B (en) * 2012-11-17 2015-11-25 中建钢构有限公司 For locating the location stock of crab-bolt group
CN103938877A (en) * 2014-03-12 2014-07-23 中建钢构有限公司北京分公司 Assembly method for anchor bolt sleeve frame
CN103938877B (en) * 2014-03-12 2016-08-24 中建钢构有限公司 The installation method of crab-bolt stock
CN103883124A (en) * 2014-03-13 2014-06-25 中建钢构有限公司北京分公司 Designing method for anchor bolt sleeve frame
CN103883124B (en) * 2014-03-13 2016-07-06 中建钢构有限公司 The method for designing of crab-bolt stock
CN104988992A (en) * 2015-06-30 2015-10-21 杭州朗尔诺品实业有限公司 Base column connecting structure
CN108035554A (en) * 2017-11-24 2018-05-15 常州第建筑集团有限公司 The steel column supporting frame construction method of high-rise building frame column
CN108035554B (en) * 2017-11-24 2020-09-08 常州第一建筑集团有限公司 Construction method of section steel column support frame of super high-rise building frame column
CN108277882A (en) * 2017-12-21 2018-07-13 中交第三航务工程局有限公司 Super-huge steel structure canopy construction technology under mal-condition
CN109252536A (en) * 2018-09-30 2019-01-22 北京城建道桥建设集团有限公司 A kind of thin reinforcing pull rod group Precise Position System of length and its localization method
CN109252536B (en) * 2018-09-30 2020-08-11 北京城建道桥建设集团有限公司 System and method for accurately positioning long and thin steel pull rod group

Similar Documents

Publication Publication Date Title
CN102061746B (en) Steel structure assembled embedded part and construction method thereof
CN101338566B (en) Integral built-in process for groups of anchor bolts
CN104895101B (en) The construction method of raft foundation high accuracy integral built-in large diameter bolt group structure
CN104695557B (en) Steel structure building construction method for one-step pre-burying of foundation bolts
CN201649633U (en) Steel formwork for forming building stair treads
CN105220874A (en) The construction method of basement superelevation exterior wall self-supporting single side formwork system
CN102095052B (en) Installing method of foundation bolt anchoring system and method for installing industrial equipment
CN100585098C (en) Underground preburied column high-precision smart verticality-regulating system and mounting construction method
CN102864795B (en) Light steel factory post foundation suitable for sedimentation of filled-in ground and construction method
CN205875473U (en) Built -in location prefab reinforced concrete shear wall
CN101885448B (en) Electric precipitator positive plate lifting tool and process
JP3184322U (en) Solar panel mount
CN103437279B (en) Overhead cast-in-place box compression struts and construction technology thereof
CN203430059U (en) Temporary fixing device used for installing large-span steel structure roof primary truss
CN103352476B (en) Large-scale bolt high-precision pre-burying construction method
CN106480823B (en) Vaulted beam device and its localization method
CN204059395U (en) The pre-buried location structure of stone bolt
CN104652809A (en) Construction method of support system for templates of concrete beams and slabs
CN103469733B (en) A kind of from falling molding box joist steel Guan Beilei door opening support and bearing method thereof
CN201763002U (en) Independent adjustable steel supporting device
CN103935911B (en) Tower crane attached wall supporting construction and construction method thereof
CN102758445B (en) Foundation forming method for wind driven generator tower
CN102619235B (en) Concrete foundation embedded bolt bracket and embedding method for concrete foundation embedded bolts
CN201865121U (en) Intergraded profile steel positioning bracket device for embedding overlong foundation anchor bolts
CN107090975B (en) Formwork erecting construction method for ultrahigh large-span concrete cast-in-place beam bailey truss

Legal Events

Date Code Title Description
GR01 Patent grant
C14 Grant of patent or utility model
EE01 Entry into force of recordation of patent licensing contract

Assignee: INNER MOGOLIA HANGXIAO STEEL STRUCTURE CO., LTD.

Assignor: Hebei Hangxiao Steel Structure Co., Ltd.

Contract record no.: 2015990000528

Denomination of utility model: Positioning support for embedding of ultra-high steel-work pedestals

Granted publication date: 20120418

License type: Exclusive License

Record date: 20150702

LICC Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20120418

Termination date: 20170720

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