CN2249787Y - Construction wholly shifting arrangement - Google Patents

Construction wholly shifting arrangement Download PDF

Info

Publication number
CN2249787Y
CN2249787Y CN 95231438 CN95231438U CN2249787Y CN 2249787 Y CN2249787 Y CN 2249787Y CN 95231438 CN95231438 CN 95231438 CN 95231438 U CN95231438 U CN 95231438U CN 2249787 Y CN2249787 Y CN 2249787Y
Authority
CN
China
Prior art keywords
channel
steel
round steel
section steel
utility
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
CN 95231438
Other languages
Chinese (zh)
Inventor
高继良
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to CN 95231438 priority Critical patent/CN2249787Y/en
Application granted granted Critical
Publication of CN2249787Y publication Critical patent/CN2249787Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model construction wholly shifting device. The utility model is characterized in that a base of the utility model is provided with a lower track which is composed of channel steel and steel plates, and the channel steel is filled with concrete; the track is provided with a rolling rod whose interior is provided with infilling; an upper track, which is composed of a plurality of segments of channel steel with inlets, infilling, connecting rings and connecting pins, is arranged above the rolling rod; the segments of channel steel are connected by the cooperation of the connecting rings and the connecting pins; a traction round steel bar goes through circular holes of the connecting rings, one end of the round steel bar is provided with a draw ring, the other end of the round steel bar is provided with a thread and sheathed with a vertical shim plate and a cross beam from the inside to the outside of the round steel bar, and a nut is screwed on the end with the thread of the round steel bar. The utility model is suitable for the integral translation project of buildings with different structures and has the advantages that most of the parts can be utilized repeatedly for times; the cost is low; the work efficiency is high.

Description

A kind of building integrated translation device
The utility model relates to the equipment that a kind of building is moved usefulness.
At present, in the engineering of widening the road that China town and country are remodeled and expand, the building integrated translation technology has obtained applying.Though the employed equipment of integral translation in the past is safe, reliable and effective, also exist certain shortcoming, promptly there is quite a few parts repeatedly not recycle in the device, availability is low; The parts that have are monolithic reinforced concrete structures, and long construction period causes work efficiency low, and equipment manufacturing cost is very high and technology is comparatively complicated.
The purpose of this utility model provides a kind of above-mentioned deficiency that remedied, to realize the device of the efficient integral translation of building.
The utility model is achieved in that the lower railway 2 that is made of channel-section steel and steel plate is set on the pedestal 1, fill concrete in the channel-section steel, install tubulose rolling bar 3 on the lower railway 2, it in the pipe obturator 4, the top of rolling bar 3 is to get on the right track 5, get on the right track and 5 comprise number joint channel-section steels 6, obturator 7 in the channel-section steel, connecting ring 8, Connection Card 9 compositions such as grade, charging hole 10 is all offered in channel-section steel 6 both sides, connecting ring 8 is fixed in the two ends of every joint channel-section steel 6, two of every sides, adjacent two joint channel-section steels utilize connecting ring 8 and Connection Card 9 to connect, and draw-gear is by traction round steel 11, vertical backing plate 13, compositions such as crossbeam 14 and nut 15; Traction round steel 11 passes the circular hole of connecting ring 8, and one of round steel 11 is tow lug 12, and the other end is threaded, is with vertical backing plate 13 and crossbeam 14 from inside to outside, and it is fixing that end is rotary with nut 15.Lower railway 2 and get on the right track 5 channel-section steel 6 usefulness standard components or non-standard component all can.
The utility model is the improvement of inventor on its original patent application technology (" the parallel moving apparatus of building " 95231206.9) basis, be applicable to the integral translation engineering of different structure building, this apparatus structure is simple, concrete construction technology is easy to grasp, overwhelming majority member can repeatedly reuse, cost reduces a lot relatively, and short construction period, the work efficiency height.
Describe in detail below in conjunction with accompanying drawing:
Fig. 1 is a lateral view of the present utility model
Fig. 2 is an A-A view of the present utility model
Among the figure, 1 pedestal, 2 lower railway, 3 rolling bars, 4,7 obturators, 5 get on the right track, 6 channel-section steels, 8 connecting rings, 9 Connection Cards, 10 charging holes, 11 traction round steel, 12 tow lugs, 13 vertical backing plates, 14 crossbeams, 15 nuts; Square B represents building foundation, and square C represents fabric structure.
In the concrete construction, at first the load-carrying members segmentation with the building direction of travel cuts out an opening, and the height of opening is determined by this height of devices; Incision utilize fine-stone concrete or cement mortar with the pedestal fixed in position on basic B, pedestal is made of steel bar concrete or steel plate, it is fixed that joint number is come by building length or width; The lower railway that is welded or all be welded by steel plate by channel-section steel and steel plate is set on the pedestal, fills concrete in the channel-section steel; Rolling bar is a thick-walled seamless steel pipes, is placed on the lower railway, and obturator is high-strength little moulding material in the pipe; Lay on the rolling bar and get on the right track,, as obturator channel-section steel and original building structure C are linked together with Materials with High Strength, packing material can also can inject from channel-section steel both sides charging aperture from channel-section steel injection suitable for reading, has so just finished first section cutting installation work.After treating that first section fixing body is fixed fully, finish second section cutting installation work with identical method again, till whole cuttings install.A upper and lower track of joint and a pedestal only installed in one section of every cutting, finishes a translation required joint number of constructing and come surely by the length of building or width, and the adjacent two joint channel-section steels that get on the right track must utilize connecting ring and Connection Card to link up securely.Treat whole cuttings, installation and be connected finish after, draw-gear is installed is about to draw the circular hole that round steel passes each connecting ring from inside to outside, pass the crossbeam circular hole again, a vertical backing plate is installed between crossbeam and building structure, contact area is increased, screw nut then and fix.After extraneous hauling power device and tow lug couple together, can promote building integrated translation.After putting in place, each parts all detachably gets off in the said apparatus, and the arrangement back is reusable.

Claims (3)

1. building integrated translation device, it is characterized in that: pedestal (1) is gone up the lower railway (2) that is made of channel-section steel and steel plate is set, fill concrete in the channel-section steel, install tubulose rolling bar (3) on the lower railway (2), in the pipe obturator (4), the top of rolling bar (3) is get on the right track (5), get on the right track (5) comprise number joint channel-section steels (6), obturator (7) in the channel-section steel, connecting ring (8), Connection Card compositions such as (9), charging hole (10) is all offered in channel-section steel (6) both sides, connecting ring (8) is fixed in the two ends of every joint channel-section steel (6), two of every sides, adjacent two joint channel-section steels utilize connecting ring (8) and Connection Card (9) to connect; Draw-gear is made up of traction round steel (11), vertical backing plate (13), crossbeam (14) and nut (15) etc., traction round steel (11) passes the circular hole of connecting ring (8), one of round steel (11) is tow lug (12), the other end is threaded, be with vertical backing plate (13) and crossbeam (14) from inside to outside, it is fixing that end is rotary with nut (15).
2. a kind of building integrated translation device according to claim 1 is characterized in that: the channel-section steel (6) of lower railway (2) and get on the right track (5) all can with standard component or non-standard component.
3. according to claim 1,2 described a kind of building integrated translation devices, it is characterized in that: the obturator (4) in rolling bar (3) pipe is high-strength little moulding material; The obturator (7) of (5) of getting on the right track is high-strength packing material.
CN 95231438 1995-06-16 1995-06-16 Construction wholly shifting arrangement Expired - Fee Related CN2249787Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 95231438 CN2249787Y (en) 1995-06-16 1995-06-16 Construction wholly shifting arrangement

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 95231438 CN2249787Y (en) 1995-06-16 1995-06-16 Construction wholly shifting arrangement

Publications (1)

Publication Number Publication Date
CN2249787Y true CN2249787Y (en) 1997-03-19

Family

ID=33876039

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 95231438 Expired - Fee Related CN2249787Y (en) 1995-06-16 1995-06-16 Construction wholly shifting arrangement

Country Status (1)

Country Link
CN (1) CN2249787Y (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102720373A (en) * 2012-06-13 2012-10-10 山东建筑大学 Building displacement turning method
CN104499728A (en) * 2014-12-25 2015-04-08 北京国电龙源环保工程有限公司 Absorbing tower horizontal moving device and construction method thereof
CN105089292A (en) * 2015-08-21 2015-11-25 顾雍舟 Monolithic movement construction method for house with soil foundation
CN106368446A (en) * 2016-10-21 2017-02-01 天津大学 Method for rapidly removing vertical support

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102720373A (en) * 2012-06-13 2012-10-10 山东建筑大学 Building displacement turning method
CN102720373B (en) * 2012-06-13 2014-08-06 山东建筑大学 Building displacement turning method
CN104499728A (en) * 2014-12-25 2015-04-08 北京国电龙源环保工程有限公司 Absorbing tower horizontal moving device and construction method thereof
CN104499728B (en) * 2014-12-25 2016-05-11 北京国电龙源环保工程有限公司 Absorption tower translating device and construction method thereof
CN105089292A (en) * 2015-08-21 2015-11-25 顾雍舟 Monolithic movement construction method for house with soil foundation
CN106368446A (en) * 2016-10-21 2017-02-01 天津大学 Method for rapidly removing vertical support

Similar Documents

Publication Publication Date Title
AT517958B1 (en) Foundation for a wind turbine
EP3516121B1 (en) Foundation for a wind turbine
AT517959B1 (en) Foundation for a wind turbine
CN101152949A (en) Parallel move method for ultra-high ultra-large large-weight running well frame type hoisting tool and device thereof
EP3592640B1 (en) Autonomously buoyant heavyweight foundation for connection to a buoyant offshore plant
CN105735141A (en) Gliding device with box beam side template and construction method thereof
DE69933552T2 (en) Carrier structure for an increased guideway for a rail vehicle
US6564516B1 (en) Support structure for elevated railed-vehicle guideway
DE202015009285U1 (en) battery mold
CN109355983B (en) Trackless construction method for urban rail
CN2249787Y (en) Construction wholly shifting arrangement
CN205636503U (en) Case beam side displacement device
CN109629350B (en) Prestressed seamless connection concrete track beam for empty iron and construction method thereof
EP1371781B1 (en) Modular station platform system
CN109555268A (en) Prefabricated support column and its construction method based on H profile steel
CN208965580U (en) A kind of non-console mode tower crane
CN108221508B (en) Integrated monorail beam end pre-buried device
CN207619988U (en) The cast-in-place concrete of bar shaped foundation pit is to supportting the connection structure with prefabricated linking beam
DE2140797A1 (en) IN-HOUSE ASSEMBLY DEVICE
CN111236049A (en) External prestress steering structure
DE102019126587A1 (en) Foundation for a wind turbine
JPH0469244B2 (en)
CN219527204U (en) Reinforcing device for train track
CN109826059B (en) Construction method for installing hoisting equipment on station main body and assembling track panel in cooperation with hoisting equipment
CN220849680U (en) Tunnel excavation trolley height adjusting device

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
C19 Lapse of patent right due to non-payment of the annual fee
CF01 Termination of patent right due to non-payment of annual fee