CN105089292A - Monolithic movement construction method for house with soil foundation - Google Patents
Monolithic movement construction method for house with soil foundation Download PDFInfo
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- CN105089292A CN105089292A CN201510513715.1A CN201510513715A CN105089292A CN 105089292 A CN105089292 A CN 105089292A CN 201510513715 A CN201510513715 A CN 201510513715A CN 105089292 A CN105089292 A CN 105089292A
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Abstract
The invention provides a monolithic movement construction method for a house with a soil foundation. The method relates to interspersed steel channels, connecting steel beams, a soil foundation coffer, fixing bolts, fixing steel channels, connecting pieces, longitudinal rolling round steel and transverse rolling round steel. The interspersed steel channels, the connecting steel beams, the fixing bolts, the fixing steel channels and the connecting pieces form a horizontal platform. A soft soil foundation is reinforced by the soil foundation coffer, and the soft soil foundation on the horizontal movement platform together with the moved house is moved to a house receiving foundation through the horizontal movement platform. According to the monolithic movement construction method, the structure is simple and convenient to use, construction is easy, controllability is high, and therefore the method is an economical and safe monolithic house movement construction method and is particularly suitable for historic buildings of a soft foundation post and panel structure.
Description
Technical field
The present invention relates to a kind of building construction method and relate to a kind of band soil matrix house translation construction method particularly.
Background technology
Building translation is as a new industry; domestic and international successful case is more; particularly to the protection of ancient building; along with translation construction machinery enrichment, building translation technology is just moving towards economy, environmental protection, but due to the restriction of current construction technology; building translation object also has certain limitation; for the building of current building structure intensity lower than brick mix structure, existing translation technique cannot be constructed, and this just limits the Global Macros possibility to ancient building at all.
According to current integral house translation construction technology, cannot be used and damage structure within doors because of construction by translation of object ground floor, this will by considerable reduction for only having the ancient building translation of 1-2 layer to be worth.
Encyclopaedia " building translation " " be also have certain requirement to building, the cost that the house of masonry structure just can not carry out translation or translation exceedes building costs, usual translation be all frame construction " is searched well through the literature search of prior art.Seek advice from according to building translation building constructor, the translation in the house of masonry structure is not accepted by the company participating in building translation construction at present.In patent " the translation construction method of building " number of patent application 2013101665826 publication number CN103216114A , a kind of translation construction method of building is proposed through patent retrieval author Zhu Kui, basic construction method is for bottom cutting building, falsework is installed, basis of formation bracket, remove falsework, jacking translation, new basis is connected and fixed.
Summary of the invention
The weakness of translation cannot be carried out to building below brick mix structure intensity in order to overcome existing building translation construction technology, the invention provides a kind of easy, effective, safe house translation construction method, for the brick joisted ancient building particularly suitable of Soft Soil, and construction is simple, controllability is strong, economic security.
A kind of band soil matrix house translation construction method is provided according to an aspect of the present invention, comprises interspersed channel-section steel, connects girder steel, soil matrix cofferdam, set bolt, fixing channel-section steel, connector, longitudinally to roll round steel, horizontal rolling round steel wherein:
Interspersed channel-section steel two side is rebate structure; Channel-section steel two end that interts is provided with notch and is also provided with bolt hole on the bolt hole being fixedly connected with girder steel, the connection girder steel corresponding with interspersed channel-section steel.
Soil matrix cofferdam; Loose after excavating for preventing soil matrix, soil matrix cofferdam is used to be wrapped up by soil matrix, fixing channel-section steel is used for the laterally fixing channel-section steel that interts, reduce the gap of interting between channel-section steel, one end is ramp structure, is convenient to insert soil matrix and do not stopped by interspersed channel-section steel, and its two end is provided with bolt hole, form frame-type structure by connector and upper strata rolling round steel, upper strata rolling round steel two end is provided with screw thread for fixed connecting piece.
Building structure and surrounding environment decision band soil matrix thickness is pressed during construction, and press soil matrix distribution of force amplification weak soil basis, the hard basis with mobile soil matrix same level face is set up in house moving direction, interspersed channel-section steel is directly inserted the Soft Soil Layer under required mobile house through sum height successively level by house moving direction in built hard base water plane or higher than two rolling round steel, every root interts channel-section steel and is connected with tenon structure, and make every root intert the bayonet socket of channel-section steel to align, intert channel-section steel two end with connect girder steel snap in every root intert channel-section steel bayonet socket in and fix with bolt, interspersed channel-section steel is made to become integral platform.
Many can be used to connect girder steel at interspersed channel-section steel two end for larger house, remove the outer unnecessary weak soil of house foundation, and reinforce with soil matrix cofferdam, prevent soil matrix from loosening.To intert between channel-section steel tight ground mutually structure connect, formed under moving house soil matrix can the integral platform of longitudinal translation.
Also need transverse translation as being moved house, laterally inserted fixing channel-section steel in the plane that can build at interspersed channel-section steel, at the two layers of rolling round steel in newly-built pan soil base upper berth, lower floor is longitudinally, and upper strata is laterally.After completing reverse drag or anti-pushing tow diaphragm wall, the integral platform interspersed channel-section steel built by traditional handicraft together with Soft Soil, moved house and be translated in the longitudinal direction to precalculated position.And have a threaded rolling round steel of two end band under making every root laterally fix channel-section steel, with connector, rolling round steel and horizontal fixing channel-section steel are connected into frame, and laterally push up the interspersed channel-section steel of pressure, reduce to intert lateral clearance between channel-section steel.
Complete horizontal reverse drag or anti-pushing tow diaphragm wall, by existing technique by the interspersed channel-section steel construction platform after transversely strengthening together with ground, be moved house and move to destination.
Low grade mortar is filled in upper and lower two layers of rolling round steel gap, upper and lower two layers of rolling round steel are extracted out to two sides gradually from centre after solidification, extract lateral connection out and fix channel-section steel, reinforce soil matrix cofferdam, remove and connect girder steel, interspersed channel-section steel is extracted at interval out, and soil matrix cofferdam is removed on Hui Tu limit, limit, reinforces soil matrix around.Construction completes.
As little in being moved house lateral separation, and need transverse translation, without the need to setting up hard basis, advance road through excavation pit in house, compacting foundation, complete without the need to the round steel that rolls after interspersed channel-section steel construction platform, after completing reverse drag or anti-pushing tow diaphragm wall, the integral platform interspersed channel-section steel built by traditional handicraft together with Soft Soil, moved house and be translated in the longitudinal direction to longitudinal translation precalculated position.
Repeat laterally to build integral platform under the integral platform that front interspersed channel-section steel builds, repeat previous process can by two layers of steel structure platform together with ground, be moved house and move to destination.Reinforce soil matrix cofferdam, remove and connect girder steel, interspersed channel-section steel is extracted at the interval that gets on, get off out, and soil matrix cofferdam is removed on Hui Tu limit, limit, and reinforce soil matrix around, construction completes.
Compared with prior art the present invention has following beneficial effect and is with soil matrix house translation construction method to expand Portakabin scope, the building be built on Soft Soil is made all to carry out translation by the method, not only useful to ancient building, because the method construction is simple, consumptive material is few, construction speed is fast and economical, also can on existing impact newly-started the building of constructing carry out translation, at present between solution construction party and split owner contradiction one new way is provided.
Accompanying drawing explanation
Will become more obvious with reference to the following drawings to the detailed description other features, objects and advantages of the present invention that non-limiting example is done by reading:
Fig. 1 is that the present invention interts channel-section steel section of structure by 6 interspersed channel-section steels, 7 tenons, 8 blind mortises.
Fig. 2 is that the present invention interts channel-section steel structure side view by 6 interspersed channel-section steels, 9 bayonet sockets.
Fig. 3 is that the present invention interts channel-section steel structure top view by 6 interspersed channel-section steels, 10 fixed bolt holes.
Fig. 4 is that structural representation elevation 1 of the present invention is moved house, 2 Soft Soils, 3 soil matrix cofferdam, 4 longitudinal round steel that roll, the 5 horizontal round steel that roll, and 6 interspersed channel-section steels, 11 connect girder steels, 12 set bolts.
Fig. 5 is that structural representation elevation partial enlargement Fig. 1 of the present invention is moved house, 2 Soft Soils, 3 soil matrix cofferdam, and 6 interspersed channel-section steels, 11 connect girder steels, 12 set bolts.
Fig. 6 is that structural representation lateral view 1 of the present invention is moved house, 2 Soft Soils, 3 soil matrix cofferdam, and 6 interspersed channel-section steels, 11 connect girder steels, 12 set bolts.
Fig. 7 is structural representation lateral view partial enlargement Fig. 2 Soft Soil of the present invention, 3 soil matrix cofferdam, and 6 interspersed channel-section steels, 11 connect girder steels, 12 set bolts.
Fig. 8 is that structural representation top view 6 of the present invention interts channel-section steel, and 11 connect girder steels, 12 set bolts.
Fig. 9 is that structural representation top view partial enlargement Fig. 6 of the present invention interts channel-section steel, and 11 connect girder steels, 12 set bolts.
Figure 10 is that Soft Soil transverse translation structural representation elevation 1 of the present invention is moved house, 2 Soft Soils, 3 soil matrix cofferdam, and 6 interspersed channel-section steels, 11 connect girder steels, 12 set bolts.
Figure 11 is that Soft Soil transverse translation of the present invention structural representation is faced partial enlargement Fig. 1 and moved house, 2 Soft Soils, 3 soil matrix cofferdam, and 6 intert channel-section steels, and 11 connect girder steels, 12 set bolts.
Figure 12 is that Soft Soil transverse translation structural representation lateral view 1 of the present invention is moved house, 2 Soft Soils, 3 soil matrix cofferdam, and 6 interspersed channel-section steels, 11 connect girder steels, 12 set bolts.
Figure 13 is Soft Soil transverse translation structural representation side-looking partial enlargement Fig. 2 Soft Soil of the present invention, 3 soil matrix cofferdam, and 6 interspersed channel-section steels, 11 connect girder steels, 12 set bolts.
Figure 14 is that band strip foundation longitudinal translation structural representation lateral view 1 of the present invention is moved house, 2 Soft Soils, 3 soil matrix cofferdam, 4 longitudinal round steel that roll, the 5 horizontal round steel that roll, and 6 interspersed channel-section steels, 11 connect girder steels, 12 set bolts.
Figure 15 is that band strip foundation transverse translation structural representation elevation 1 of the present invention is moved house, 2 Soft Soils, 3 soil matrix cofferdam, 4 longitudinal round steel that roll, the 5 horizontal round steel that roll, and 6 interspersed channel-section steels, 11 connect girder steels, 12 set bolts.
Figure 16 is that band strip foundation transverse translation of the present invention structural representation is faced partial enlargement Fig. 1 and moved house, 2 Soft Soils, 3 soil matrix cofferdam, and 4 longitudinally roll round steel, and 5 laterally roll round steel, and 6 intert channel-section steels, and 11 connect girder steels, 12 set bolts.
Figure 17 is that band strip foundation transverse translation structural representation lateral view 1 of the present invention is moved house, 2 Soft Soils, 3 soil matrix cofferdam, 4 longitudinal round steel that roll, the 5 horizontal round steel that roll, 6 interspersed channel-section steels, and 11 connect girder steels, 12 set bolts, 13 fixing channel-section steels, 14 connectors.
Figure 18 is band strip foundation transverse translation structural representation side-looking partial enlargement Fig. 2 Soft Soil of the present invention, 3 soil matrix cofferdam, 4 longitudinal round steel that roll, the 5 horizontal round steel that roll, 6 interspersed channel-section steels, and 11 connect girder steels, 12 set bolts, 13 fixing channel-section steels, 14 connectors.
Above frame for movement and method of attachment are only enumerated, and it should be pointed out that to those skilled in the art, without departing from the inventive concept of the premise, can also make some distortion and improvement.These all belong to protection scope of the present invention.
Detailed description of the invention
Below in conjunction with specific embodiment, the present invention is described in detail.Following examples will contribute to those skilled in the art and understand the present invention further, but not limit the present invention in any form.It should be pointed out that to those skilled in the art, without departing from the inventive concept of the premise, can also make some distortion and improvement, these all belong to protection scope of the present invention.
If Fig. 1-3 is for 6 interting channel-section steel structural representation Fig. 6 to intert channel-section steel two side be 7 tenons, 8 blind mortise structures as described in band soil matrix house translation construction method of the present invention; Channel-section steel two end that interts has 9 bayonet arrangement and 10 bolts hole for being fixedly connected with girder steel respectively.
Building structure and surrounding environment decision band soil matrix thickness is moved by 1 when composition graphs 4-5 constructs, and amplify 2 Soft Soils by soil matrix distribution of force, level is set up firmly basic in house moving direction, absolute altitude is that reference point subtracts band soil thickness and subtracts interspersed channel-section steel thickness and subtract 4, the sum of the straight warp of 5 rolling round steel, by 6 intert channel-section steels by house moving direction in built hard base water plane higher than 4, the Soft Soil Layer of 5 rolling round steel directly under level inserts required 1 mobile house highly successively, every root 6 interts channel-section steel and is connected with tenon structure, and make every root 6 intert 9 bayonet sockets of channel-section steel to align, 6 intert channel-section steel two ends with 11 connects girder steel snap in every root 6 intert channel-section steel 9 bayonet sockets in also fixedly make 6 interspersed channel-section steels become integral platform with 12 bolts, many 11 can be used at 6 interspersed channel-section steel two ends for larger house and connect girder steels, remove the outer unnecessary weak soil of house foundation, and reinforce with soil matrix 3 soil matrix cofferdam, prevent soil matrix from loosening.6 intert the mutual structures of channel-section steel is connected in 1 and is moved that formed under house soil matrix can the integral platform of longitudinal translation.
Also transverse translation is needed as Figure 14-18 as 1 is moved house, (can) at two layer 4, newly-built pan soil base upper berth, 5 rolling round steel, lower floor is longitudinally, and upper strata is laterally.After completing reverse drag or anti-pushing tow diaphragm wall, by traditional handicraft, the integral platform that 6 interspersed channel-section steels build is moved house together with 2 Soft Soils, 1 and be translated in the longitudinal direction to precalculated position.Intert 6 and laterally insertedly in plane that channel-section steels build fix 13 fixing channel-section steels, and have the threaded 4 rolling round steel of two end band under making every root fix 13 fixing channel-section steels, with 14 connectors by 4 rolling round steel with fix 14 fixing channel-section steels and connect into frame, and laterally top pressure 6 interts channel-section steel, reduce 6 and intert lateral clearance between channel-section steels.Complete horizontal reverse drag or anti-pushing tow diaphragm wall, by existing technique, interspersed for 6 after transversely strengthening channel-section steel construction platform is moved house together with 2 Soft Soils, 1 and moves to destination.
Upper and lower two layer 4, fill low grade mortar in 5 rolling round steel gaps, upper and lower two layer 4,5 rolling round steel are extracted out to two sides gradually from centre after solidification, 13 fixing channel-section steels are fixed in extraction, reinforce 3 soil matrix cofferdam, remove 11 and connect girder steel, 6 interspersed channel-section steels are extracted at interval out, and 3 soil matrix cofferdam are removed on Hui Tu limit, limit, reinforce soil matrix around, construction completes.
To be moved house lateral separation little as 1 for composition graphs 4-9, and need transverse translation, without the need to setting up hard basis, according to band soil thickness moved by premises base to 1 to excavate out between house one first longitudinally after laterally with band soil thickness with dark horizontal operation face, compacting foundation, complete 6 by aforementioned construction method to intert after channel-section steel construction platforms without the need to 4,5 rolling round steel, after completing reverse drag or anti-pushing tow diaphragm wall, by traditional handicraft, the integral platform that 6 interspersed channel-section steels build is moved house together with 2 Soft Soils, 1 and be translated in the longitudinal direction to longitudinal translation precalculated position.
As Figure 10-13 repeats laterally to build integral platform under the integral platform of front 6 interspersed channel-section steels structures, two layers of steel structure platform can be moved house together with 2 Soft Soils, 1 and be moved to destination by repetition previous process.Reinforce 3 soil matrix cofferdam, remove and connect girder steel, 6 interspersed channel-section steels are extracted at the interval that gets on, get off out, and 3 soil matrix cofferdam are removed on Hui Tu limit, limit, and reinforce soil matrix around, construction completes.
specific embodiment
embodiment 1 is without strip foundation translation
Press building structure, moving direction and surrounding environment during construction and determine band soil matrix thickness, and press soil matrix distribution of force amplification basis.Excavation pit, according to band soil thickness by premises base to moved to excavate out between house one first longitudinally after laterally with band soil thickness with dark horizontal operation face, work plane consolidation, house moving looks environment excavation in the other direction with dark work plane and compacting foundation.
Anti-pushing tow diaphragm wall is built in mobile reverse foundation ditch, forward or backwards the stringer of the interspersed channel-section steel water surface is interted along horizontal operation face by the Soft Soil under translation house along house moving direction by hydraulic pushing machinery, groove is concave upright, and pass in foundation ditch from the negative, interspersed channel-section steel is inserted in proper order at same level work plane, make to be connected with tenon structure between each fixing channel-section steel, each interspersed channel-section steel two port is neat, install at interspersed channel-section steel two end and connect girder steel, and girder steel is snapped in the bayonet socket of interspersed channel-section steel, fix with set bolt.
Cleaning soil matrix is convenient to install soil matrix cofferdam and is reinforced with strut is fixing.So far, moved house band soil matrix and interted platform and the complete level of original place base that channel-section steel builds and isolate, by existing technique by pushing tow intert channel-section steel, connect the steel structure platform of girder steel structure, will be put in place by the pushing tow translation of translation house.
As needed transverse translation house, excavation pit, according to being with soil thickness being excavated out one with band soil thickness with dark horizontal operation face ground, work plane consolidation by premises base to moving between house, house moving excavates with dark work plane ground depending on environment in the other direction and tamps.
Anti-pushing tow diaphragm wall is built in mobile reverse foundation ditch, previously intert under platform that channel-section steel builds by hydraulic pushing machinery along forward or backwards interspersed channel-section steel being interted along horizontal operation face of house moving direction, and pass in foundation ditch from the negative, interspersed channel-section steel is inserted in proper order at same level work plane, make to be connected with tenon structure between each interspersed channel-section steel, each interspersed channel-section steel two port is neat, installs connect girder steel at interspersed channel-section steel two end, and girder steel is snapped in the bayonet socket of interspersed channel-section steel, fix with set bolt.So far, by existing technique by pushing tow lower floor intert channel-section steel, connect girder steel build steel structure base platform, will be put in place by the pushing tow translation of translation house.
Reinforce soil matrix cofferdam, back out set bolt, remove and connect girder steel, interspersed channel-section steel is extracted at the interval that gets on, get off out, and soil matrix cofferdam is removed on Hui Tu limit, limit, reinforces soil matrix around.Construction completes.
embodiment 2 is with strip foundation translation
Press building structure, moving direction and surrounding environment during construction and determine band soil matrix thickness, and press soil matrix distribution of force amplification basis.Excavation pit, the longitudinal strip foundation of fluid concrete.According to band soil thickness by premises base to being moved excavation pit between house, pour into a mould by translation house longitudinal direction+horizontal conduct strip foundation, absolute altitude is that reference point subtracts and is with soil thickness to subtract the sum that interspersed channel-section steel thickness subtracts the straight warp of upper and lower rolling round steel.House moving is looked environment in the other direction and is excavated with dark work plane and compacting foundation.
In the reverse foundation ditch of moving direction, build anti-pushing tow diaphragm wall, channel-section steel stringer will be interted forward or backwards along horizontal operation face by hydraulic pushing machinery from house moving direction; Absolute altitude be on strip foundation two layers of rolling round steel directly through sum, intert by the soil matrix under translation house, and pass in foundation ditch from the negative, interspersed channel-section steel is inserted in proper order at same level work plane, make to be connected with tenon structure between each fixing channel-section steel, each interspersed channel-section steel two port is neat, installs connect girder steel at interspersed channel-section steel two end, and connection girder steel is snapped in the bayonet socket of interspersed channel-section steel, fix with set bolt.Cleaning soil matrix is convenient to install soil matrix cofferdam and is reinforced with strut is fixing.So far, moved house band soil matrix and interted platform and the complete level of original place base that channel-section steel builds and isolate, at newly-built two layers, strip foundation upper berth rolling round steel, lower floor be longitudinal direction, and upper strata is transverse direction.By existing technique by pushing tow intert channel-section steel, connect girder steel build steel structure platform basis, longitudinal address will be moved to by translation house pushing tow.
Laterally inserted fixing channel-section steel in the plane that interspersed channel-section steel builds, and under making every root fix channel-section steel, have a threaded rolling round steel of two ends, with connector, round steel and fixing channel-section steel are connected into frame, and laterally interspersed channel-section steel is pressed on top, reduce to intert lateral clearance between channel-section steel.Complete horizontal reverse drag or anti-pushing tow diaphragm wall, the platform interspersed channel-section steel built by existing technique together with ground, be moved building translation to by premises base.
Hydraulic reclamation weak concrete under the platform that the channel-section steel that interts builds, pulls out lower rolling round steel, upper rolling round steel in proper order after solidification.Back out set bolt, remove and connect girder steel, the compacting of Bian Huitu limit, soil matrix cofferdam is removed on three limits, and interspersed channel-section steel is pulled out at interval.The scope of operation returns rammed earth.Construction completes.
Above specific embodiments of the invention are described.It is to be appreciated that the present invention is not limited to above-mentioned particular implementation, those skilled in the art can make various distortion or amendment within the scope of the claims, and this does not affect flesh and blood of the present invention.
Claims (5)
1. be with a soil matrix house translation construction method, it is characterized in that comprising interspersed channel-section steel, connection girder steel, soil matrix cofferdam, set bolt, fixing channel-section steel, connector, longitudinal round steel that rolls, laterally roll round steel; Described interspersed channel-section steel two side is rebate structure; Channel-section steel two end that interts is provided with bayonet arrangement and is also provided with bolt hole on the bolt hole being fixedly connected with girder steel, the connection girder steel corresponding with interspersed channel-section steel; Fixing channel-section steel one end is ramp structure, and its two end is provided with bolt hole; Upper strata rolling round steel two end is provided with and is threaded through connector and fixing channel-section steel forms frame-type structure.
2. one band soil matrix house translation construction method according to claim 1, band soil matrix thickness is determined by building structure and surrounding environment when it is characterized in that construction, and press soil matrix distribution of force amplification weak soil basis, house moving direction set up be with the level level of soil matrix thickness firmly basic, interspersed channel-section steel is directly inserted the Soft Soil Layer under required mobile house through level highly successively by house moving direction in built hard base water plane or higher than two rolling round steel, every root interts channel-section steel with tenon structure lateral connection, and make every root intert the bayonet socket of channel-section steel to align, intert channel-section steel two end with connect girder steel snap in every root intert channel-section steel bayonet socket in and fixedly make interspersed channel-section steel become integral platform with bolt, many can be used to connect girder steel at interspersed channel-section steel two end for larger house, remove the outer unnecessary weak soil of house foundation, and reinforce with soil matrix cofferdam, prevent soil matrix from loosening, the mutual structure of tight between channel-section steel that interts connects, being moved, formed under house soil matrix can the integral platform of longitudinal translation, at newly-built two layers, hard basic upper berth rolling round steel, lower floor is longitudinally, upper strata is laterally, channel-section steel is interted by pushing tow by existing technique, connect the steel structure platform that girder steel builds, to be put in place by the pushing tow translation of translation house.
3. the band soil matrix house translation construction method according to claim 1,2 also needs transverse translation as being moved house, laterally inserted fixing channel-section steel in the plane that can build at interspersed channel-section steel, and under making every root fix channel-section steel, have a threaded rolling round steel of two end band, with connector, rolling round steel and fixing channel-section steel are connected into frame, and laterally interspersed channel-section steel is pressed on top, reduce to intert lateral clearance between channel-section steel; Complete horizontal reverse drag or anti-pushing tow diaphragm wall, by existing technique by the interspersed channel-section steel construction platform after transversely strengthening together with ground, be moved house and move to destination.
4. the one band soil matrix house translation construction method according to claim 1,2,3, after it is characterized in that being moved house puts in place, in upper and lower two layers of rolling round steel gap, fill low grade mortar, after solidification, extract upper and lower two layers of rolling round steel out to two sides gradually from centre, extract fixing channel-section steel out, reinforce soil matrix cofferdam, remove and connect girder steel, interspersed channel-section steel is extracted at interval out, and soil matrix cofferdam is removed on Hui Tu limit, limit, reinforce soil matrix around, construction completes.
5. one band soil matrix house translation construction method according to claim 1, it is characterized in that as being moved house lateral separation little, and need transverse translation, can without the need to setting up hard basis, advance road in house through excavation pit, compacting foundation, completes after interspersed channel-section steel construction platform without the need to the round steel that rolls, after completing reverse drag or anti-pushing tow diaphragm wall, the integral platform built by interspersed channel-section steel by traditional handicraft is translated in the longitudinal direction to longitudinal translation precalculated position together with Soft Soil, house; Repeat laterally to build integral platform under the integral platform that front interspersed channel-section steel builds, repeat previous process can by two layers of steel structure platform together with ground, be moved house and move to destination, reinforce soil matrix cofferdam, remove and connect girder steel, get on, get off the interspersed channel-section steel of interval extraction, soil matrix cofferdam is removed on Hui Tu limit, limit, and reinforce soil matrix around, construction completes.
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| CN109025364A (en) * | 2018-09-05 | 2018-12-18 | 佛山市南海第二建筑工程有限公司 | House moving method in construction |
| CN110306832A (en) * | 2019-06-12 | 2019-10-08 | 上海市建筑装饰工程集团有限公司 | A kind of construction method of historical building art dry wall bulk migration |
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