CN112081251A - Integral house jacking system and integral house jacking method - Google Patents
Integral house jacking system and integral house jacking method Download PDFInfo
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- CN112081251A CN112081251A CN202010768517.0A CN202010768517A CN112081251A CN 112081251 A CN112081251 A CN 112081251A CN 202010768517 A CN202010768517 A CN 202010768517A CN 112081251 A CN112081251 A CN 112081251A
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- house
- jacking
- reinforcing structure
- wall body
- jacking device
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B1/3511—Lift-slab; characterised by a purely vertical lifting of floors or roofs or parts thereof
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/162—Handles to carry construction blocks
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/35—Extraordinary methods of construction, e.g. lift-slab, jack-block
- E04B2001/3588—Extraordinary methods of construction, e.g. lift-slab, jack-block using special lifting or handling devices, e.g. gantries, overhead conveying rails
Abstract
The invention relates to a house integral jacking system and a house integral jacking method, wherein the house integral jacking system comprises a jacking device, a jacking device fixing platform and a house reinforcing structure, and the house reinforcing structure comprises a wall body reinforcing structure and a house beam reinforcing structure; the wall body reinforcing structure comprises an inner wall body reinforcing structure arranged on the inner wall of the wall body and an outer wall body reinforcing structure arranged on the outer wall of the wall body, and the inner wall body reinforcing structure and the outer wall body reinforcing structure are fixedly connected; the house beam reinforcing structure is arranged below the house beam to support the house beam, and is fixedly connected with the inner wall body reinforcing structure; the house reinforcing structure is further provided with a jacking portion matched with the jacking device, the jacking device is arranged below the jacking portion, and the jacking device comprises a hydraulic cylinder and a hydraulic ejector rod. The integral house jacking system can be suitable for integral jacking of houses with small structural strength, so that the application range of the integral house jacking system is enlarged.
Description
Technical Field
The invention relates to the field of building construction, in particular to a house integral jacking system and a house integral jacking method.
Background
With the increase of population, the residential area becomes more and more scarce, and the living space of people becomes smaller and smaller. Therefore, in order to increase living space, people often adopt the original house to be dismantled and rebuilt so as to fully utilize the land area. However, for older houses of a long age and other houses of particular interest, it is often desirable to retain the original house without any intention to damage it. Therefore, it is necessary to perform an extension on the original house, such as building a basement under the house or adding a cover to the house. However, in actual operation projects, because house buildings are generally dense, people and vehicles are inconvenient to pass through, and construction is difficult. Consequently, need carry out the jacking to the house usually, current house jacking extension equipment is the extension to some steel construction factory building usually, and direct when this equipment jacking steel construction factory building carries out the jacking with being connected jacking ware and factory building, and the jacking process is comparatively crude. When the equipment is used for jacking some houses with fragile structures, the houses are fragile, and the houses are easy to damage in the construction process.
The above prior art solutions have the drawback that the apparatus is not suitable for lifting houses with fragile structures.
Disclosure of Invention
Aiming at the technical problems, the invention aims to provide a house integral jacking system which can strengthen the structural strength of a house when jacking the house integrally, can jack the house stably and safely and has a wide application range; the invention also aims to provide a method for jacking the whole house, which can safely and stably jack the house and has a wide application range.
The above object of the present invention is achieved by the following technical solutions:
a house integral jacking system comprises a jacking device, a jacking device fixing platform and a house reinforcing structure, wherein the house reinforcing structure comprises a wall body reinforcing structure and a house beam reinforcing structure; the wall body reinforcing structure comprises an inner wall body reinforcing structure arranged on the inner wall of the wall body and an outer wall body reinforcing structure arranged on the outer wall of the wall body, and the inner wall body reinforcing structure and the outer wall body reinforcing structure are fixedly connected; the house beam reinforcing structure is arranged below the house beam to support the house beam, and is fixedly connected with the inner wall body reinforcing structure; still be provided with on the house reinforced structure be used for with jacking device complex jacking portion, jacking device is hydraulic jacking device, and jacking device sets up in the below of jacking portion, and jacking device includes pneumatic cylinder and hydraulic ram, hydraulic ram and house reinforced structure's jacking portion fixed connection in order to make progress shoring jacking house.
By adopting the technical scheme, the whole house is reinforced by the internal wall body reinforcing structure, the external wall body reinforcing structure and the house beam reinforcing structure, and then the house reinforcing structure is upwards propped by the jacking device so as to jack the house, so that the house is stable and safe in the jacking process, and the system can be applied to a house with lower structural strength, and the application range of the house integral jacking system is enlarged.
The invention may further be configured in a preferred example, a groove is formed in the ground inside the house, a concrete pile is arranged in the groove, the jacking device fixing platform is fixed on the concrete pile, a hydraulic cylinder of the jacking device is fixed on the jacking device fixing platform, the jacking portion is of a plate-shaped structure, a threaded hole is formed in the jacking portion, the jacking portion is fixedly arranged on the house beam reinforcing structure, a connecting plate for being in threaded connection with the jacking portion is fixedly arranged at the jacking end of a hydraulic ejector rod of the jacking device, and the hydraulic ejector rod is in threaded connection with the jacking portion on the house beam reinforcing structure through the connecting plate.
Through adopting above-mentioned technical scheme, can be fixed firm with jacking device, and hydraulic ejector pin is fixed firm with roof beam reinforced structure's jacking portion, and then the stability when improving the jacking.
In a preferred example, the invention may be further configured that the house reinforcing structure further includes an auxiliary reinforcing structure disposed below the house beam reinforcing structure, the auxiliary reinforcing structure is fixedly connected with the inner wall reinforcing structure, and the auxiliary reinforcing structure is further connected with the house beam reinforcing structure through a support rod to form an i-shaped structure; the auxiliary reinforcing structure is also provided with at least 2 jacking parts, and the hydraulic jacking rods of part of the jacking devices are connected with the jacking parts of the auxiliary reinforcing structure; the integral house jacking system also comprises a computer control system for controlling the work of each jacking device.
Through adopting above-mentioned technical scheme, further strengthen the overall structure intensity in house, prop supplementary reinforced structure and room roof beam reinforced structure through jacking device difference moreover, can disperse the stress point, avoid the stress point to concentrate the structure that leads to the stress point to take place to warp the stability that influences the jacking.
The invention may further be configured in a preferred example, the invention further includes at least two guide posts arranged on the periphery of the house, the guide posts are arranged at equal intervals in the circumferential direction of the house, the guide posts are further provided with first guide moving structures in the vertical direction, and the outer wall body reinforcing structure is further provided with second guide moving structures in guide moving fit with the first guide moving structures.
Through adopting above-mentioned technical scheme for the house can not take place to rock at the jacking in-process, and then strengthens the stability of jacking.
In a preferred example, the wall reinforcing structure may be further configured such that a U-shaped docking slot is disposed on the wall reinforcing structure, and an opening of the U-shaped docking slot is disposed downward on a lower surface of the wall reinforcing structure and is disposed opposite to the wall fixed above in the vertical direction.
By adopting the technical scheme, the butt joint of the house and the wall of the newly-built building below can be facilitated in the later period, and the construction efficiency is improved.
The invention may further be configured in a preferred example, where the wall reinforcing structure, the beam reinforcing structure and the auxiliary reinforcing structure each include a plurality of component modules, and each component module forms the wall reinforcing structure, the beam reinforcing structure and the auxiliary reinforcing structure by welding or bolting.
Through adopting above-mentioned technical scheme, can make in advance each component module, and convenient transportation, only need when the construction with each component module splice can, can improve the efficiency of construction.
A method for integrally jacking a house comprises the steps of firstly, checking the inside and outside of the house to be jacked, checking whether a cracking part exists or not, and reinforcing a steel hoop at the cracking part;
measuring the internal and external dimension data of the house, and establishing a house model through a computer;
designing a house reinforcing structure according to the house model, wherein the house reinforcing structure comprises a wall reinforcing structure and a house beam reinforcing structure; the wall body reinforcing structure comprises an inner wall body reinforcing structure arranged on the inner wall of the wall body and an outer wall body reinforcing structure arranged on the outer wall of the wall body, the house beam reinforcing structure is arranged below the house beam to support the house beam, and a jacking part matched with the jacking device is further arranged on the house reinforcing structure;
decomposing the house beam reinforcing structure, the inner wall body reinforcing structure and the outer wall body reinforcing structure into smaller component modules, and manufacturing corresponding component modules according to data of the component modules;
step five, a jacking device fixing platform is arranged, a jacking device is installed on the jacking device fixing platform, and the jacking device is located below the jacking part;
step six, correspondingly arranging the composition modules at corresponding positions of the house, and connecting or welding and fixing the composition modules into a whole through bolts to reinforce the house;
and step seven, fixedly connecting a hydraulic ejector rod of the jacking device with the jacking part, pre-jacking the house through the jacking device, then cutting off the bottom of the wall body of the house, and jacking the house after cutting off.
By adopting the technical scheme, the integral house jacking method can realize integral house reinforcement, is good in stability and safety in the jacking process of the house, and can be suitable for houses with smaller structural strength, so that the application range of the integral house jacking system is enlarged, the house reinforcing structure can be conveniently transported by decomposing the house reinforcing structure into various component modules, the splicing is fast during construction, the construction efficiency is improved, and in addition, the safety during truncation can be improved by pre-jacking the house before the bottom of a wall body is truncated.
In a preferred example, the invention may be further configured that, before the jacking device fixing platform is arranged in the fifth step, a concrete pile is arranged on the ground in the house, and then the jacking device fixing platform is arranged on the concrete pile.
Through adopting above-mentioned technical scheme for the house atress is more even at jacking in-process, and the synchronous jacking of each jacking device of realization that can be accurate.
In a preferred example, the invention may be further configured that, in the sixth step, a guide post is further disposed on the periphery of the house, a first guide moving structure in the vertical direction is further disposed on the guide post, and a second guide moving structure in guide moving cooperation with the first guide moving structure is further disposed on the reinforcing structure of the external wall body.
Through adopting above-mentioned technical scheme for the house can not take place to rock at the jacking in-process, and then strengthens the stability of jacking.
In a preferred example of the present invention, the house reinforcing structure in step three further includes an auxiliary reinforcing structure disposed below the house beam reinforcing structure, the auxiliary reinforcing structure is fixedly connected to the inner wall reinforcing structure, and the auxiliary reinforcing structure is connected to the house beam reinforcing structure through a support rod to form an i-shaped structure; the roof beam reinforcing structure and the auxiliary reinforcing structure are both provided with jacking parts; the number of the concrete piles is at least two, each concrete pile is provided with one jacking device, the hydraulic ejector rods of part of the jacking devices are connected with the jacking part of the auxiliary reinforcing structure, and the hydraulic ejector rods of the other jacking devices are connected with the jacking part of the house beam reinforcing structure; the integral house jacking system also comprises a computer control system for controlling each jacking device to work; the wall body reinforcing structure is provided with a U-shaped butt joint clamping groove, the opening of the U-shaped butt joint clamping groove is downwards arranged on the lower surface of the wall body reinforcing structure, and the U-shaped butt joint clamping groove and the wall body fixed above the U-shaped butt joint clamping groove are oppositely arranged in the up-down direction.
Through adopting above-mentioned technical scheme, the overall structure intensity in reinforcing house can make things convenient for the later stage to dock the wall of the newly-built building in house and below in addition, improves the efficiency of construction.
Drawings
Fig. 1 is a front view of a house integral jacking system of an embodiment of the present invention.
Fig. 2 is a top view of the integrated jacking system of the house of fig. 1.
In the figure, 1, a jacking device; 11. a hydraulic cylinder; 12. a hydraulic ejector rod; 13. a connecting plate; 2. the jacking device fixes the platform; 3. reinforcing the structure of the wall body; 31. an inner wall body reinforcing structure; 32. the outer wall body is of a reinforced structure; 321. a second guiding movement structure; 33. A U-shaped butt-joint clamping groove; 4. a house beam reinforcing structure; 41. a jacking portion; 5. an auxiliary reinforcing structure; 6. a support bar; 7. a wall body; 8. a guide post; 81. a first guiding movement structure; 82. fixing the pile; 9. and (5) concrete piles.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and 2, the invention discloses a house integral jacking system, which comprises a jacking device 1, a jacking device fixing platform 2 and a house reinforcing structure. The house reinforcing structure comprises a wall reinforcing structure 3 made of steel, a house beam reinforcing structure 4 and an auxiliary reinforcing structure 5 arranged below the house beam reinforcing structure 4. Wall body reinforced structure 3, room roof beam reinforced structure 4 and supplementary reinforced structure 5 all include a plurality of component modules, and each component module forms wall body reinforced structure 3, room roof beam reinforced structure 4 and supplementary reinforced structure 5 through the welding. The wall body reinforcing structure 3 comprises an inner wall body reinforcing structure 31 arranged on the inner wall of the wall body 7 and an outer wall body reinforcing structure 32 arranged on the outer wall of the wall body 7, and the inner wall body reinforcing structure 31 and the outer wall body reinforcing structure 32 are welded and fixed. Roof beam reinforced structure 4 sets up in the below of roof beam with the shore roof beam, and roof beam reinforced structure 4 and interior wall body reinforced structure 31 welded fastening. The house reinforcing structure is also provided with a jacking part 41 matched with the jacking device 1, the jacking part 41 is of a plate-shaped structure, and the jacking part 41 is provided with a threaded hole. The lift portions 41 are provided in 8, four of which are provided on the room beam reinforcing structure 4 and the remaining 4 of which are provided on the auxiliary reinforcing structure 5. The lift portions 41 of the auxiliary reinforcing structure 5 are provided at positions near four corners of the auxiliary reinforcing structure 5, and the lift portions 41 of the room beam reinforcing structure 4 are located outside the support rods 6 in the horizontal direction and inside the lift portions 41 of the auxiliary reinforcing structure 5.
The auxiliary reinforcing structure 5 is welded and fixed with the inner wall body reinforcing structure 31, and the auxiliary reinforcing structure 5 is connected with the house beam reinforcing structure 4 through the supporting rod 6 to form an I-shaped structure so as to enhance the overall structural strength of the house. The wall body reinforcing structure 3 is provided with a U-shaped butt joint clamping groove 33, the opening of the U-shaped butt joint clamping groove 33 is downwards arranged on the lower surface of the wall body reinforcing structure 3, and the U-shaped butt joint clamping groove 33 and the wall body 7 fixed above are oppositely arranged in the up-down direction. The butt joint draw-in groove can make things convenient for the later stage to dock the wall of the newly-built building in house and below, improves the efficiency of construction.
Continuing to refer to fig. 1 and 2, the inside of the house is provided with 8 grooves on the ground, which correspond to the lower part of the jacking part 41 of the auxiliary reinforcing structure 5 and the room beam reinforcing structure 4, each groove is provided with 1 concrete pile 9, the jacking device fixing platform 2 is fixed on the concrete pile 9, and the hydraulic cylinder 11 of the jacking device 1 is fixed on the jacking device fixing platform 2. Jacking device 1 is hydraulic jacking device, and jacking device 1 includes pneumatic cylinder 11 and hydraulic ram 12, and the top pressure end of the hydraulic ram 12 of jacking device 1 is fixed to be provided with be used for with 41 threaded connection's of jacking portion connecting plate 13, and hydraulic ram 12 passes through connecting plate 13 and the 41 threaded connection of the jacking portion on the roof beam reinforced structure 4.
The house periphery still is provided with guide post 8, and guide post 8 is provided with 4, and sets up in the position that is close to four angles in house, and the subaerial spud pile 82 that is used for fixed guide post 8 that is provided with in the below of each guide post 8. Each guide post 8 is further provided with a first guide moving structure 81 in the vertical direction, and the outer wall body reinforcing structure 32 is further provided with a second guide moving structure 321 which is in guide moving fit with the first guide moving structure 81. Wherein, first direction removal structure 81 is the direction spout, and second direction removal structure 321 is the direction slider, and the direction spout makes the house guide movement can not take place to rock at jacking in-process with the cooperation of direction slider, and then strengthens the stability of jacking. The whole house jacking system further comprises a computer control system used for controlling the work of each jacking device 1, and the computer control system can accurately realize the synchronous jacking of each jacking device 1, so that the house is stressed more uniformly in the jacking process.
The implementation principle of the embodiment is as follows: according to the house integral jacking system, the whole house is reinforced through the inner wall body reinforcing structure 313, the outer wall body reinforcing structure 32, the house beam reinforcing structure 4 and the auxiliary reinforcing structure 5, so that the house is stable and safe in the jacking process, and can be suitable for integral jacking of a house with low structural strength, and the application range of the house integral jacking system is enlarged. The stress of the house is uniform in the jacking process, and the house cannot shake in the jacking process due to the arrangement of the guide columns 8, so that the jacking stability is enhanced; the synchronous jacking of each jacking device 1 can be accurately realized by utilizing a computer control system; the U-shaped butt joint clamping groove 33 is convenient for butt joint of the house and the wall of a newly built building below the house at the later stage, and construction efficiency is improved; the modular design of each structure can make in advance each component module, and convenient transportation, only need when the construction with each component module splice can, can improve the efficiency of construction.
The invention also discloses a method for jacking the whole house, which comprises the following steps of firstly, checking the inside and the outside of the house to be jacked, checking whether a cracking part exists or not, and reinforcing a steel hoop at the cracking part;
measuring the internal and external dimension data of the house, and establishing a house model through a computer;
and step three, designing a house reinforcing structure according to the house model. The house reinforcing structure comprises a wall reinforcing structure and a house beam reinforcing structure; the wall body reinforcing structure comprises an inner wall body reinforcing structure arranged on the inner wall of the wall body and an outer wall body reinforcing structure arranged on the outer wall of the wall body, the house beam reinforcing structure is arranged below the house beam to support the house beam, and a jacking part matched with the jacking device is further arranged on the house reinforcing structure; the house reinforcing structure further comprises an auxiliary reinforcing structure 5 arranged below the house beam reinforcing structure 4, the auxiliary reinforcing structure 5 is fixedly connected with the inner wall body reinforcing structure 31, and the auxiliary reinforcing structure 5 is connected with the house beam reinforcing structure 4 through a support rod 6 to form an I-shaped structure; the roof beam reinforcing structure 4 and the auxiliary reinforcing structure 5 are respectively provided with 4 jacking parts 41. Four of which are arranged on the house beam reinforcement structure 4 and the remaining 4 are arranged on the auxiliary reinforcement structure 5. The lift portions 41 of the auxiliary reinforcing structure 5 are provided at positions near four corners of the auxiliary reinforcing structure 5, and the lift portions 41 of the room beam reinforcing structure 4 are located outside the support rods 6 in the horizontal direction and inside the lift portions 41 of the auxiliary reinforcing structure 5. The concrete piles 9 are arranged 8 and are correspondingly arranged below the jacking portions 41 of the auxiliary reinforcing structure 5 and the house beam reinforcing structure 4 respectively. One jacking device 1 is arranged on each concrete pile 9. The hydraulic mandrils 12 of the 8 jacking devices 1 are respectively used for being connected with the jacking parts 41 of the auxiliary reinforcing structure 5 and the house beam reinforcing structure 4. The integral house jacking system also comprises a computer control system for controlling the work of each jacking device 1; the wall body reinforcing structure 3 is provided with a U-shaped butt joint clamping groove 33, the opening of the U-shaped butt joint clamping groove 33 is downwards arranged on the lower surface of the wall body reinforcing structure 3, and the U-shaped butt joint clamping groove 33 and the wall body 7 fixed above are oppositely arranged in the up-down direction.
And fourthly, decomposing the house beam reinforcing structure 4, the inner wall body reinforcing structure 31 and the outer wall body reinforcing structure 32 into smaller constituent modules, and manufacturing corresponding constituent modules according to data of the constituent modules.
And step five, arranging a jacking device fixing platform 2, installing a jacking device 1 on the jacking device fixing platform 2, and positioning the jacking device 1 below the jacking part 41.
And sixthly, correspondingly arranging the component modules at corresponding positions of the house, and connecting or welding and fixing the component modules into a whole through bolts to reinforce the house. When the internal wall body reinforcing structure 31 and the external wall body reinforcing structure 32 are fixedly connected, a steel structure can be firstly adopted to penetrate through the wall body 7, and then the steel structure is fixedly connected with the external wall body reinforcing structure 32 and the internal wall body reinforcing structure 31 respectively. The guide columns 8 are arranged on the periphery of the house, the first guide moving structures 81 in the vertical direction are further arranged on the guide columns 8, and the second guide moving structures 321 matched with the first guide moving structures 81 in a guide moving mode are further arranged on the outer wall body reinforcing structures 32.
And seventhly, fixedly connecting the hydraulic ejector rod 12 of the jacking device 1 with the jacking part 41, pre-jacking the house through the jacking device 1, then cutting off the bottom of the wall body of the house, namely the part below the bottom wall body reinforcing structure 5 of the wall body 7, and jacking the house after cutting off. The pre-jacking is that the hydraulic ejector rod 12 of the jacking device 1 is fixedly connected with the jacking part to support the house, but the jacking is not carried out.
The implementation principle of the embodiment is as follows: the house integral jacking method can realize integral reinforcement of the house, has good stability and safety in the jacking process of the house, can be suitable for houses with smaller structural strength, thereby enlarging the application range of the house integral jacking system, can be conveniently transported by decomposing the house reinforcing structure into various component modules, is quick to splice during construction, improves the construction efficiency, and can improve the safety during truncation by pre-jacking the house before the bottom of a wall body is truncated; the stress of the house is more uniform in the jacking process, and the synchronous jacking of all jacking devices 1 can be accurately realized through a computer control system; the arrangement of the guide structure ensures that the house cannot shake in the jacking process, so that the jacking stability is enhanced; the U-shaped butt joint clamping groove 51 can facilitate the butt joint of the house and the wall of a newly built building below in the later period, and the construction efficiency is improved.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.
Claims (10)
1. The utility model provides a whole jacking system in house, includes jacking device (1) and jacking device fixed platform (2), its characterized in that: the house reinforcing structure comprises a wall reinforcing structure (3) and a house beam reinforcing structure (4); the wall body reinforcing structure (3) comprises an inner wall body reinforcing structure (31) arranged on the inner wall of the wall body (7) and an outer wall body reinforcing structure (32) arranged on the outer wall of the wall body (7), and the inner wall body reinforcing structure (31) is fixedly connected with the outer wall body reinforcing structure (32); the house beam reinforcing structure (4) is arranged below the house beam to support the house beam, and the house beam reinforcing structure (4) is fixedly connected with the inner wall body reinforcing structure (31); the house reinforcing structure is last still to be provided with be used for with jacking device (1) complex jacking portion (41), jacking device (1) are hydraulic pressure jacking device, and jacking device (1) sets up in the below of jacking portion (41), and jacking device (1) includes pneumatic cylinder (11) and hydraulic ram (12), and hydraulic ram (12) and house reinforcing structure's jacking portion (41) fixed connection are in order to make progress the shore jacking house.
2. The system for jacking a whole house according to claim 1, wherein: the utility model discloses a concrete pile structure, including jacking device fixed platform (41), jacking portion (41) are fixed on the concrete pile, and hydraulic cylinder (11) of jacking device (1) are fixed on jacking device fixed platform (2), jacking portion (41) are platelike structure, are provided with the screw hole on jacking portion (41), and jacking portion (41) are fixed to be set up on roof beam reinforced structure (4), and the roof pressure end of hydraulic ram (12) of jacking device (1) is fixed to be provided with and is used for connecting plate (13) with jacking portion (41) threaded connection, and hydraulic ram (12) are through connecting plate (13) and the jacking portion (41) threaded connection on roof beam reinforced structure (4).
3. The system for jacking a whole house according to claim 2, wherein: the house reinforcing structure further comprises an auxiliary reinforcing structure (5) arranged below the house beam reinforcing structure (4), the auxiliary reinforcing structure (5) is fixedly connected with the inner wall body reinforcing structure (31), and the auxiliary reinforcing structure (5) is connected with the house beam reinforcing structure (4) through a supporting rod (6) to form an I-shaped structure; the auxiliary reinforcing structure (5) is also provided with at least 2 jacking parts (41), and the hydraulic jacking rods (12) of part of the jacking devices (1) are connected with the jacking parts (41) of the auxiliary reinforcing structure (5); the integral house jacking system also comprises a computer control system for controlling the work of each jacking device (1).
4. The system for jacking a whole house according to claim 1, wherein: still including setting up in guide post (8) of house periphery, the guide post is provided with at least two and sets up at the even interval in the circumference in house, still be provided with the first direction removal structure (81) of vertical direction on guide post (8), still be provided with on outer wall body reinforced structure (32) with first direction removal structure (81) direction removes complex second direction removal structure (321).
5. The system for jacking a whole house according to claim 3, wherein: the wall body reinforcing structure (3) is provided with a U-shaped butt joint clamping groove (33), the opening of the U-shaped butt joint clamping groove (33) is downwards arranged on the lower surface of the wall body reinforcing structure (3), and the U-shaped butt joint clamping groove and a wall body (7) fixed above the U-shaped butt joint clamping groove are oppositely arranged in the up-down direction.
6. The system for jacking a whole house according to claim 3, wherein: wall body reinforced structure (3), room roof beam reinforced structure (4) and supplementary reinforced structure (5) all include a plurality of module of constituteing, and each is constituteed the module and forms through welding or bolted connection wall body reinforced structure (3), room roof beam reinforced structure (4) and supplementary reinforced structure (5).
7. A method for integrally jacking a house is characterized by comprising the following steps: the method comprises the following steps of firstly, inspecting the inside and outside of a house to be jacked, checking whether a cracking part exists or not, and reinforcing a steel hoop at the cracking part;
measuring the internal and external dimension data of the house, and establishing a house model through a computer;
designing a house reinforcing structure according to the house model, wherein the house reinforcing structure comprises a wall reinforcing structure and a house beam reinforcing structure; the wall body reinforcing structure comprises an inner wall body reinforcing structure arranged on the inner wall of the wall body and an outer wall body reinforcing structure arranged on the outer wall of the wall body, the house beam reinforcing structure is arranged below the house beam to support the house beam, and a jacking part (41) matched with the jacking device is further arranged on the house reinforcing structure;
fourthly, decomposing the house beam reinforcing structure (4), the inner wall body reinforcing structure (31) and the outer wall body reinforcing structure (32) into smaller constituent modules, and manufacturing corresponding constituent modules according to data of the constituent modules;
step five, arranging a jacking device fixing platform (2) and installing a jacking device (1) on the jacking device fixing platform (2), wherein the jacking device (1) is positioned below the jacking part (41);
step six, correspondingly arranging the composition modules at corresponding positions of the house, and connecting or welding and fixing the composition modules into a whole through bolts to reinforce the house;
and seventhly, fixedly connecting a hydraulic ejector rod (12) of the jacking device (1) with the jacking part (41), pre-jacking the house through the jacking device (1), cutting off the bottom of the wall body of the house, and jacking the house after cutting off.
8. The method for jacking up a house as a whole as claimed in claim 7, wherein: before the jacking device fixing platform (2) is arranged in the fifth step, at least three grooves are dug on the ground in the house, a concrete pile (9) is arranged in each groove, then the jacking device fixing platform (2) is arranged on each concrete pile (9), and each jacking device is synchronously controlled through a computer control system.
9. The method for jacking up a house as a whole as claimed in claim 8, wherein: and step six, arranging guide columns (8) on the periphery of the house, arranging a first guide moving structure (81) in the vertical direction on the guide columns (8), and arranging a second guide moving structure (321) matched with the first guide moving structure (81) in a guide moving mode on the external wall body reinforcing structure (32).
10. The method for jacking up a house as a whole as claimed in claim 9, wherein: the house reinforcing structure in the third step further comprises an auxiliary reinforcing structure (5) arranged below the house beam reinforcing structure (4), the auxiliary reinforcing structure (5) is fixedly connected with the inner wall body reinforcing structure (31), and the auxiliary reinforcing structure (5) is further connected with the house beam reinforcing structure (4) through a supporting rod (6) to form an I-shaped structure; the roof beam reinforcing structure (4) and the auxiliary reinforcing structure (5) are both provided with jacking parts (41); at least 2 concrete piles (9) are arranged, each concrete pile (9) is provided with one jacking device (1), hydraulic push rods (12) of part of the jacking devices (1) are connected with jacking parts (41) of the auxiliary reinforcing structures (5), and hydraulic push rods (12) of the other jacking devices (1) are connected with jacking parts (41) of the house beam reinforcing structures (4); the integral house jacking system also comprises a computer control system for controlling the work of each jacking device (1); the wall body reinforcing structure (3) is provided with a U-shaped butt joint clamping groove (33), the opening of the U-shaped butt joint clamping groove (33) is downwards arranged on the lower surface of the wall body reinforcing structure (3), and the U-shaped butt joint clamping groove and the wall body (7) fixed above are oppositely arranged in the up-down direction.
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