CN1225965A

CN1225965A - Integral moving apparatus and technology for building integrated with foundation

Info

Publication number: CN1225965A
Application number: CN 99100437
Authority: CN
Inventors: 孙炳法
Original assignee: Individual
Current assignee: Individual
Priority date: 1999-01-29
Filing date: 1999-01-29
Publication date: 1999-08-18

Abstract

The present invention uses a steel-made structure system which can be repeatedly used to support the storied building, its foundation and ground surface soil together to realize the translation of monolithic construction. By utilizing said system and technique to move the building, it can shorten construction period, reduce cost, maximally retain the integrality and rigidity of the storied building, and does not affect normal use of first storey.

Description

Building connects basic bulk migration device and technology

The present invention relates to a kind of reusable steel design part that utilizes, building together with basis and the picking-ups such as terrace soil more than the substrate, is realized the technology of integral translation truly.

Compare with the disconnected base of traditional building back shift method, its advantage is:

1. complete unit is all with shaped steel assembling or make, install simple, with after can conveniently reclaim, reuse, reduced cost.

2. master operation is all carried out below the building substrate in the engineering, and body of wall, the member of original building do not had a bit destruction, has guaranteed the globality and the rigidity in building.

3. construction period does not influence the building use, does not particularly influence the normal business or the inhabitation of building one deck, brings great convenience to the user.

Connecting basic integral translation with building, one four building below is example, is described with reference to the accompanying drawings:

Fig. 1 is vertical part surface figure (secretly controls soil, builds basis, jacking walking beam and carriage by laying bricks or stones at the end, basis).

Fig. 2 is cross-sectional drawing (carriage hold concurrently walking beam and foundation drawing).

A is a foundation soil, and B is plain concrete bed course, and C is a grade beam

(1) be the track plate, (2) for rolling roller, (3) are walking beam, and (4) are cutting edge, and (5) are carriage, and (6) are jack, and (7) are the new walking beam basis of building.

Long 42 meters of this building main part thing, north and south is wide 14 meters, substrate absolute altitude-2.0 meter, Need translation to the south.

Before the construction, draining, Lock gate are installed around building earlier. At each gate entrance The place arranges occasional passage.

With machinery soil around the building is excavated, dig to-2.0 meters, get out of the way the basis, it is wide to cut the earth Each 1 meter of degree thing side, the north and south side is can conveniently install or extract out the walking of half bar before and after moving the building Liang Weidu (different building different terrain can be taked different shoveling schemes).

(degree of depth is from-2.0m to-3.6m, and every section width is the building at the following segmentation tunneling of substrate soil Room standard width of a room in an old-style house size), when driving reaches 1 meter, build brick foundation (7) by laying bricks or stones, the guidance tape of laying a railway track (1) Roll roller (2), with jack (6) walking beam (3) and carriage (5) headed into, This moment, carriage should be able to be held this part top substrate just, and then cut the earth, build by laying bricks or stones again, Head into again. More than work and can be undertaken by several operation set of segmentation interval, and per half bar walking beam Head into from north-south bottom of the building by-level respectively, until reach the middle part to connect become one complete Whole walking beam. With all walking beams to after connecting, whole building together with the basis and substrate with Upper terrace soil also just all framves on carriage.

Simultaneously walking beam is applied pulling force or thrust, make building realize connecting basic integral translation.

After putting in place, every walking beam is disconnected from former joint, draw back to the two ends, north and south with machinery, draw back 1 meter far away, tamp with brick and mortar immediately, so retreat and carry out, constantly take out walking beam and carriage, continuous infill is till all filling up the space below the substrate of whole building.

Outside cubic metre of earth of last backfill is delivered for use.

In construction, to note following key points for operation:

1. whole construction course all wants strictness to carry out rainproof, waterproof and drainage works.

2. underground job, hole intraoral illumination are without exception with the safe voltages below 36 volts.

3. filling brick and mortar are closely knit in the hole, and cavitation must not be arranged.

4. setting of track plate and walking beam, carriage head into, and strict with the directed location of measuring apparatus, the discovery deviation is in time corrected.

Claims

1. building connects basic bulk migration, its device by: track plate, roll roller, walking beam, carriage and dynamical system five parts and form.Its technical characterictic is: at the following segmentation tunneling of building soil, build track basis newly immediately by laying bricks or stones, the laid rail guidance tape, put and roll roller, walking beam and carriage, undertaken comprising picking-ups such as the above terrace soil of substrate, integral translation then by this program repeat up to whole building.After putting in place, progressively extract steel construction pieces such as carriage, walking beam out and use brickwork filling ground immediately.

2. building according to claim 1 connects basic bulk migration, it is characterized in that complete unit (except that dynamical system) all installs or make with shaped steel.