CN2366487Y

CN2366487Y - Equipment for parallel removing of whole building

Info

Publication number: CN2366487Y
Application number: CN 98205733
Authority: CN
Inventors: 高继良
Original assignee: Individual
Current assignee: Individual
Priority date: 1998-06-10
Filing date: 1998-06-10
Publication date: 2000-03-01
Anticipated expiration: 2008-06-10

Abstract

The utility model relates to a novel device for parallel removing of a whole building. A cushion layer is arranged between a foundation and a lower orbit, and a tubular rolling thill is arranged on the lower orbit. The upper part of the utility model is packaged type clamping beams 4 of both sides, and segments are connected through position angle steel. The clamping beams and a structure are tightly clamped through screw bolts, and the outer parts of the screw bolts are sheathed with sleeve pipes. Lifting beams are arranged on the clamping beams and are mutually perpendicular to the clamping beams, and the upper sides pf the lifting beams are wedge plates and shim plates. Square wood are arranged and filler are filled between the clamping beams and the structure. The utility model can be dismounted and mounted, and has the advantages of repeated use, low construction cost, short construction period, high work efficiency and reasonable structure. The safety factor is increased by once.

Description

The novel building integral translation device

The utility model relates to the employed equipment of a kind of building integrated movement.

In the last few years, because increasing of the engineering of widening the road remodeled and expand in the various places, town and country, the building integrated translation technology was widely used.The inventor successively in 1992 and nineteen ninety-five declared patent of invention " method and apparatus of building translation " (ZL92111913) and utility model patent " a kind of building integrated translation device " (ZL95231438), though the employed equipment safety of integral translation building in the past, reliably, effectively, but still there are some defectives, promptly need in the construction reinforced concrete beam is got on the structure, must discard after once using, can not disassemble to repeat to install and utilize, cause construction cost higher, and because of all need formwork at every turn, tie up reinforcing bar, the ramming concrete, series of processes such as health, and will spin out the duration.

The purpose of this utility model provides a kind of building integrated translation device that has overcome above-mentioned deficiency through improvement.

The utility model is achieved in that the basis upward is provided with the lower railway 2 that is made of steel plate and channel-section steel; Between basis and the lower railway 2 is bed course 1; Installing tubulose rolling bar 3 on the lower railway 2, is obturator in rolling bar 3 pipes; The top of rolling bar 3 is the both sides assembling folder beams (4) that are made of channel-section steel and steel plate; The folder beam is equipped with between the joint uses location angle steel 5 location at four jiaos; Utilize connecting bolt 6 to clamp between both sides folder beam 4 and the structure; The periphery that bolt 6 is positioned at the Intraabdominal part of folder beam is with sleeve pipe 7, and sleeve pipe 7 is fixed on the vertical plate of folder beam channel-section steel; It above the folder beam 4 the mutual with it vertically disposed beam 8 of lifting; Lift beam 8 above be the wedge 9 of folding arms; Fold arms wedge 9 above lay backing plate 10, backing plate 10 tops are wall or the isostructural ledge of post; Set firmly reeding 11 on the vertical plate of folder beam channel-section steel, place flitch 12 between folder beam 4 and the structure ledge, and be perfused with filler 13.

The utility model is detachably installed, is reused, and construction cost is low, the duration is short, work efficiency is high, and rational in infrastructure, compare with single track device in the past, job run is more even to the load distribution in the single unit system, and unfailing performance has had large increase, and safety factor has increased by one times.

Describe in detail below in conjunction with accompanying drawing:

Fig. 1 is a lateral view of the present utility model

Fig. 2 is the A-A sectional view of Fig. 1

Among the figure, 1 bed course, 2 lower railway, 3 rolling bars, 4 folder beams, 5 location angle steel, 6 connecting bolts, 7 sleeve pipes, 8 lift beam, 9 wedges, 10 backing plates, 11 reedings, 12 flitches, 13 fillers.

B is the basis, and C is wall or post.

In the concrete construction, the lower railway 2 that is welded by steel plate and channel-section steel being set on architecture basics B, is bed course 1 between basic B and the lower railway 2, is used for leveling lower railway 2; Install tubulose rolling bar 3 on the lower railway 2, can fill high-strength little moulding material in its pipe; The top of rolling bar 3 is assembling folder beams 4, and folder beam 4 can constitute by channel-section steel and steel plate or by i iron and steel plate welding, and is symmetricly set on the inside and outside both sides of load-carrying members such as wall or post; The 4 merogenesis manufacturings of folder beam are installed, and all with locating angle steel 5 four jiaos of location, make each joint that play, dislocation can not take place on disconnected direction between each joint; The folder beam 4 of structure both sides utilizes connecting bolt 6 and structure is clamped; Bolt 6 is positioned at the Intraabdominal part periphery of folder beam and is overlapping the sleeve pipe 7 that is fixed on the vertical plate that presss from both sides the beam channel-section steel, should keep certain clearance between the interior periphery of sleeve pipe 7 and bolt 6, sleeve pipe 7 can be controlled the distance between folder beam channel-section steel vertical plate and the steel plate on the one hand, preventing to press from both sides beam deforms under load action, can also prevent that on the other hand cement injection mortar or fine-stone concrete subtend folder beam intraperitoneal from leaking, a general joint folder beam will be joined three sleeve pipes; It above the folder beam 4 the mutual with it vertically disposed beam 8 of lifting, lifting beam 8 is being placed directly between the Jia Liang on the channel-section steel with braced structures, can do with the I-shaped steel, fill concrete in also available channel-section steel and the steel plate welding again, generally be to be provided with one every 0.5-1.0 rice to lift beam, concrete spacing is calculated definite according to its load that directly bears, the big more then spacing of load is more little; Lift beam 8 above be the wedge 9 of folding arms, by two gad or the timber wedge of inserting constituted; Fold arms wedge 9 above lay the backing plate 10 of available plank, steel plate or other board making, the folder beam is drawn the hole, hair side is put backing plate, the backing plate top is wall or the isostructural ledge of post; For preventing that pressing from both sides beam produces slip under the effect of load, weldering reeding 11 on its channel-section steel vertical plate, reeding can adopt fine steel rib or steel bar, and cut-off directly is 6 millimeters, concrete quantity is then determined according to the channel-section steel specification, generally is per from top to bottom about 5 centimeters and fixes 1; Folder beam 4 and structure are pressed from both sides out between the part and are placed with flitch 12, make the vertical plate of channel-section steel and cut a hole between the hair wall segment distance is arranged, except that horizontal flitch, also vertical flitch should be set, form one meter square space with fillers 13 such as perfusion fine-stone concrete or cement mortar, the folder beam firmly is connected with structure C, control folder beam does not fall inwards, and filler flowed in the connection seam of two joint channel-section steels when flitch also can prevent to pour into.

With fabric structure cutter hair, floated coat to be removed, hair must be cut a hole in the structure the inside, cement mortar or fine-stone concrete in the filling, structure just firmly forms an integral body with the folder beam, and the structure at rolling bar level place is all cut, and can carry out translation.

Passing two traction round steel from the hole in both sides folders soffit of girder chamber is bar reinforcement, passes the other end from an end wall surface of structure always, calculates required tractive force jointly by the friction factor of load size and rolling bar, thereby can determine the diameter of used traction round steel.On the wall outer face of the section start of moving direction, fix a horizontal steel plate or channel-section steel or I-shaped guiding principle, after two round steel pass, fix, structure can be moved by external motive device pulling steel plate again with screwing nut.

If translation rod structure, then lifting on the beam the post overstriking, burn-on in original each bar reinforcing bar outside of post reinforcing bar or steel plate, promptly bind stirrup, formwork, the ramming concrete forms the upper load of the extention support column of post, and the mode of translation wall is acted on the translation that the post extention just can realize coupled columns.

Claims

1. novel building integral translation device, include the lower railway (2) that is arranged on the basis, with the tubulose rolling bar of installing on lower railway (2) (3), be obturator in rolling bar (3) pipe, it is characterized in that: between basis and the lower railway (2) is bed course (1); The top of rolling bar (3) is the bilateral symmetry assembling folder beam (4) that is made of channel-section steel and steel plate; Four jiaos of each joint of folder beam is location angle steel (5); Connecting bolt (6) connects both sides Jia Liang (4), and the periphery that bolt (6) is positioned at the Intraabdominal part of folder beam is with the sleeve pipe (7) that is fixed on the vertical plate that presss from both sides the beam channel-section steel; It above the folder beam (4) the mutual with it vertically disposed beam (8) of lifting; Lift beam (8) above be the wedge (9) of folding arms; The top of wedge (9) of folding arms is backing plate (10); Set firmly reeding (11) on the vertical plate of folder beam channel-section steel, be placed with flitch (12) between folder beam (4) and the structure ledge, and be perfused with filler (13).

2. novel building integral translation device according to claim 1, it is characterized in that: said lift beam (8) between Jia Liang (4), be located immediately on the channel-section steel, can do with the I-shaped steel, fill concrete in also available channel-section steel and the steel plate welding again, flitch (12) between folder beam (4) and the structure ledge, have horizontally disposedly, also have vertically disposed.

3. according to claim 1,2 described novel building integral translation devices, it is characterized in that: between the sleeve pipe (7) of said folder beam (4) and the interior periphery of connecting bolt (6) certain interval is arranged.

4. novel building integral translation device according to claim 3 is characterized in that: the said wedge of folding arms (9) is by two gad or the timber wedge of inserting to be constituted.