CN111706108B - Deviation rectifying and reinforcing device for preventing combined house from inclining - Google Patents
Deviation rectifying and reinforcing device for preventing combined house from inclining Download PDFInfo
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- CN111706108B CN111706108B CN202010599722.9A CN202010599722A CN111706108B CN 111706108 B CN111706108 B CN 111706108B CN 202010599722 A CN202010599722 A CN 202010599722A CN 111706108 B CN111706108 B CN 111706108B
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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
- 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
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/72—Pile shoes
Abstract
The invention relates to the technical field of combined houses, and particularly discloses a deviation rectifying and reinforcing device for preventing a combined house from inclining; the auxiliary keel structure comprises a main keel reinforcing section bar, an auxiliary keel reinforcing section bar and a foundation fixing pile, wherein the cross section of the auxiliary keel reinforcing section bar is L-shaped, a plurality of first connecting holes are formed in two side surfaces of the auxiliary keel reinforcing section bar, two auxiliary keel connecting plates are connected to the left end and the right end of the auxiliary keel reinforcing section bar, and the two auxiliary keel connecting plates are respectively connected to the outer ends of two side surfaces of one end of the auxiliary keel reinforcing section bar; the main body of the whole deviation rectifying and reinforcing device can be stably connected with the vertical main keel and the transverse auxiliary keel of the combined house through the connecting devices such as connecting screws or bolts, and the defect that the existing reinforcing device cannot be detachably connected with the main and auxiliary keels of the combined house is effectively overcome.
Description
Technical Field
The invention relates to the technical field of combined houses, and particularly discloses a deviation rectifying and reinforcing device for preventing a combined house from inclining.
Background
The combined house is also called a movable house, and is an environment-friendly economical movable house which takes light steel as a framework, takes a sandwich plate as an enclosure material, performs space combination by standard modulus series, adopts bolt connection as components and has a brand-new concept. The temporary building can be assembled and disassembled conveniently and quickly, universal standardization of temporary buildings is realized, environment-friendly, energy-saving, rapid and efficient building concepts are established, and the temporary building enters the field of a set product which is developed in series, produced in an integrated mode, supplied in a matched mode, stockable and capable of being used repeatedly.
At present, the existing combined house is poor in stability and easy to incline to cause the combined house to collapse, so that a deviation rectifying and reinforcing mechanism is often required to be used for reinforcing and stabilizing an integral framework of the combined house, and the anti-seismic and anti-impact performance of the whole combined house is improved.
For example, the invention with the patent number of CN110820818A discloses a device for correcting and reinforcing a precast pile foundation for building, which comprises a support plate, wherein an avoidance through hole is arranged at the center inside the support plate, both sides of the upper surface of the support plate are fixedly connected with lifting rings, the lower surface of the support plate is fixedly connected with a connecting rod, the lower surface of the connecting rod is fixedly connected with a sleeve, the upper end and the lower end of the outer surface of the sleeve are respectively provided with a threaded hole, the inner side surface of the threaded hole is in threaded connection with a threaded rod, a circular hole is arranged inside the threaded rod, the inner side surface of the circular hole is in sliding connection with a circular block, and the front end surface of the circular block is fixedly connected with an adjusting plate; although this precast pile foundation reinforcement's device of rectifying a deviation can prevent rectifying a deviation to its precast pile foundation before the house is built and consolidate, it can only be used for traditional house generally to rectify and consolidate, but can not be connected it with convenient dismantlement such as main joist, false keel when using for the reinforcement of rectifying a deviation of composite house side, and its reinforcing effect, suitability are all not good when whole reinforcing apparatus of rectifying a deviation is being used for composite house. For another example, the invention with patent number CN107842046A discloses a foundation reinforcing and deviation rectifying structure and a foundation reinforcing and deviation rectifying method. The foundation reinforcing and deviation rectifying structure comprises a building foundation, a supporting pile penetrating through the building foundation, a jack arranged at the top of the supporting pile, a bearing beam abutted against the jack and an anchor bar for fixing the bearing beam and the building foundation; the pile top of the supporting pile is higher than the top surface of the building foundation, and the pile bottom of the supporting pile is embedded into the bearing layer; the bearing beam is arranged at the top of the jack. The invention utilizes the anchor bars to connect the bearing beam, the jack and the building foundation into a whole, can be used for jacking the whole building foundation to correct the deviation in the deviation correcting process and utilizing the supporting piles to solve the possibility of repeated sinking and tilting of the building in the later period, but for a combined house, the stability between the main and auxiliary keels between the roofs is crucial, the invention can only be used for fixing the foundation of the whole house, but cannot effectively reinforce the connection stability of the main and auxiliary keels of the roofs. Therefore, the technical problem to be solved is to design a reinforcing device which is suitable for a combined house and can effectively prevent the combined house from inclining to solve aiming at the defect that the existing deviation-correcting preventing reinforcing device for the house cannot effectively reinforce the combined house.
Disclosure of Invention
The invention aims to overcome the defect that the existing deviation-correcting-preventing reinforcing device for the house cannot effectively reinforce the combined house, and designs a reinforcing device which is suitable for the combined house and can effectively prevent the combined house from inclining.
The invention is realized by the following technical scheme:
a deviation rectifying and reinforcing device for preventing a combined house from inclining comprises a main keel reinforcing section bar, a cross section of the cross, a partition plate is arranged between the two telescopic inner cavities, a limiting slide block is arranged in each of the two telescopic inner cavities, a first spring is arranged between each limiting slide block and the partition plate, the outer side surfaces of the limiting slide blocks are connected with piston rods extending out of the telescopic inner cavities, and the end parts of the piston rods extending out of the telescopic inner cavities are respectively in rotating connection with corresponding rotating parts;
the utility model discloses a building construction method, including main joist, false keel connecting plate, main joist, connecting device, main joist, vice keel, ground fixing pile, ground fixing plate, a plurality of second connecting holes have been seted up on the surface of main joist reinforcement section bar, all be provided with connecting device in first connecting hole and the second connecting hole, main joist reinforcement section bar, vice keel reinforcement section bar all through connecting device and combination house's main, vice keel fixed connection, the lower extreme of main joist reinforcement section bar is connected with the ground fixed plate, the ground fixing pile with the lower surface of ground fixed plate is connected.
As a further arrangement of the above scheme, the foundation fixing pile is an inverted conical cement pile.
As a further arrangement of the above scheme, the foundation fixing pile includes a grouting cylinder, the upper end of the grouting cylinder is fixedly connected with the ground fixing plate, the lower end of the grouting cylinder is connected with a conical insert block, a grout outlet is formed in the circumferential surface of the lower end of the grouting cylinder above the conical insert block, a plurality of first articulated elements are uniformly connected to the grouting cylinder between the grout outlet and the conical insert block, each first articulated element is rotatably provided with an opening rod, an elastic surface cloth is arranged between two adjacent opening rods, the elastic surface cloth is provided with a large number of through holes, a sliding sleeve is arranged on the outer circumference of the grouting cylinder below the ground fixing plate, a plurality of second articulated elements are arranged on the sliding sleeve, an opening rod is rotatably arranged on the second articulated elements, the lower end of the opening rod is movably connected with the upper end of the opening rod, and a lug is connected to the circumferential surface of the sliding sleeve, and the lug is provided with a pressure lever extending out of the upper part of the ground fixing plate.
As a further arrangement of the above scheme, an end cap is arranged at the top end of the pressure lever, a second spring is arranged on the pressure lever between the end cap and the ground fixing plate, and the upper end and the lower end of the second spring are respectively connected with the end cap and the ground fixing plate.
As a further arrangement of the scheme, a wedge-shaped fixture block is arranged on the pressure lever, and a clamping groove clamped with the wedge-shaped fixture block is formed in the ground fixing plate.
According to the scheme, the main keel reinforcing section bars are integrally formed with convex strips at two ends, and concave grooves matched with the cross sections of the main keels are formed between the convex strips and the main keel reinforcing section bars at two ends.
As a further arrangement of the scheme, four rotating parts are arranged on the inner side face of each auxiliary keel connecting plate, and the rotating parts are arranged at equal intervals along the horizontal direction of the auxiliary keel connecting plates.
As a further configuration of the above solution, the connecting device is one of a connecting screw and a connecting bolt.
Has the advantages that:
1. compared with the prior art, the main keel reinforcing section bar and the auxiliary keel reinforcing section bar are arranged, the surfaces of the main keel reinforcing section bar and the auxiliary keel reinforcing section bar are respectively provided with a plurality of first connecting holes and second connecting holes, and the main body of the whole deviation rectifying and reinforcing device can be stably connected with the vertical main keel and the transverse auxiliary keel of the combined house through connecting devices such as connecting screws or bolts, so that the defect that the existing reinforcing device cannot be detachably connected with the main auxiliary keel of the combined house is effectively overcome; in addition, it sets up the swash plate at the false keel reinforced section bar, set up the drum on the swash plate, the piston rod has been inserted in the both ends face of drum, and rotate the outer tip of piston rod and the rotation piece of false keel connecting plate medial surface and be connected, when the combination house meets calamity circumstances such as earthquake, the drum of its setting, the piston rod, first spring can play the shock attenuation effect, can effectively avoid the roof false keel of combination house to lead to its junction rupture or connecting device to drop because of there being no buffer gear to lead to the condition emergence that the house collapses, it is not only to rectify and consolidate effectually, and the antidetonation effect is excellent moreover.
2. The invention changes the existing inverted cone cement fixing pile into the structure in the embodiment 2, during the concrete construction, a hole which can be placed into the whole foundation fixing pile is drilled on the ground, then the whole foundation fixing pile is placed into the hole and the surrounding soil is buried, then the operator hammers the end cap above the pressure lever to make the sliding sleeve move down along the surface of the grouting cylinder body, thereby the opening rod and the opening rod are opened in an inverted cone shape, the mortar is injected into the grouting cylinder body through the opening at the upper end of the grouting cylinder body, the injected mortar flows out along the mortar outlet and forms a huge inverted cone-shaped mortar block in the wrapping property of the elastic surface cloth, after the mortar is dried, the whole deviation rectifying and reinforcing device can be stably connected with the ground, the connection stability of the deviation rectifying and reinforcing device is far stronger than that of a small to conical cement block, and the whole foundation fixing pile is compared with the inverted cone-shaped cement block, the steel wire rope is easier to stretch into the ground, the construction process is simple, the reinforcing effect is excellent, and the practicability is high.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings used in the description of the embodiments will be briefly introduced below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to the drawings without creative efforts.
FIG. 1 is a first angular perspective view of the present invention;
FIG. 2 is a second perspective view of the present invention;
FIG. 3 is a three-dimensional structure view of a false keel connecting plate, a false keel reinforcing section bar, a cylinder and the like in the invention;
FIG. 4 is a perspective view of the barrel, piston rod and rotor of the present invention;
FIG. 5 is a view showing the inner plan view of the cylinder of the present invention;
fig. 6 is a perspective view of the foundation fixing pile of the embodiment 2 without the elastic surface cloth;
FIG. 7 is a perspective view illustrating the construction of the foundation fixing pile of FIG. 2 according to the present invention when grouting is opened;
fig. 8 is an enlarged structural view of fig. 7.
Wherein, 1-main keel reinforced section bar, 101-second connecting hole, 102-convex strip, 2-auxiliary keel reinforced section bar, 201-first connecting hole, 3-foundation fixing pile, 301-grouting cylinder, 302-conical insert, 303-grout outlet, 304-first hinge piece, 305-opening rod, 306-elastic surface cloth, 307-through hole, 308-sliding sleeve, 309-second hinge piece, 310-opening rod, 311-lug, 312-compression rod, 313-end cap, 314-second spring, 315-wedge-shaped fixture block, 4-auxiliary keel connecting plate, 401-rotating piece, 402-inclined plate, 403-cylinder, 404-telescopic inner cavity, 405-clapboard, 406-limiting slide block, 407-piston rod, 408-first spring, 6-fixing the floor.
Detailed Description
In order to make the technical solutions better understood by those skilled in the art, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are only partial embodiments of the present application, but not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The deviation rectifying and reinforcing device for preventing the assembled house from inclining disclosed by the application will be described in detail with reference to the attached drawings 1 to 8 and in combination with the embodiment.
Example 1
Referring to fig. 3, two false keel connecting plates 4 are connected to the left and right ends of the false keel reinforcing section bar 2, specifically, the two false keel connecting plates 4 are respectively connected to the outer ends of the two sides of one end of the false keel reinforcing section bar 2, a plurality of rotating members 401 corresponding to each other are arranged on the inner side surfaces of the two false keel connecting plates 4, and the rotating members 401 are also arranged on the inner side surfaces of the false keel connecting plates 4 at uniform intervals. An inclined plate 402 is connected to the inner side of the ridge line of the false keel reinforcing section bar 2 between the two false keel connecting plates 4, a cylinder 403 corresponding to each rotating piece 401 is fixedly connected to the inclined plate 402, and the cylinder 403 is perpendicular to the inclined plate 402. Specifically, in this embodiment, the number of the rotating members 401 provided on the inner side surface of each cross runner connecting plate 4 is four, and the rotating members are provided at equal intervals in the horizontal direction along the cross runner connecting plate 4.
Referring to fig. 4, telescopic inner cavities 404 are respectively formed in two ends of the cylinder 403, a partition plate 405 is arranged between the two telescopic inner cavities 404, a limit slider 406 is arranged in each telescopic inner cavity 404, a first spring 408 is arranged between each limit slider 406 and the partition plate 405, the outer side surfaces of the limit sliders 406 are respectively connected with piston rods 407 extending out of the telescopic inner cavities 404, and the end portions of the piston rods 407 extending out of the telescopic inner cavities 404 are respectively rotatably connected with the corresponding rotating members 401.
Referring to fig. 1 and 2, a main keel reinforcing section bar 1 is connected to the lower end of a cross keel connecting plate 4, and in order to be more stably connected to a main keel of a combined house, protruding strips 102 are integrally formed at both ends of the main keel reinforcing section bar 1, a concave groove matched with the cross section of the main keel (not shown in the figure) is formed between the protruding strips 102 at both ends and the main keel reinforcing section bar 1, and the main keel of the combined house is matched with the formed concave groove during specific connection, so that more stable connection can be realized. Meanwhile, a plurality of second connecting holes 101 are formed in the surface of the main keel reinforced section bar 1, connecting devices (not shown in the drawing) are arranged in the first connecting hole 201 and the second connecting holes 101, specifically, the connecting devices are connecting screws or connecting bolts, when the main keel and the auxiliary keel of the combined house are connected, holes are formed in the main keel and the auxiliary keel of the combined house in sequence by drawing points, the first connecting hole 201 and the second connecting hole 101 are aligned with the corresponding holes, and the whole deviation rectifying and reinforcing device for preventing the combined house from inclining can be fixedly connected with the main keel and the auxiliary keel of the combined house by screwing in the connecting screws or the connecting bolts.
Simultaneously, this embodiment still is connected with ground fixed plate 6 at the lower extreme of main joist reinforcing section bar 1, and ground spud pile 3 is connected with the lower surface of ground fixed plate 6. Specifically, foundation spud pile 3 in this embodiment is the cement pile of back taper, buries the cement pile of back taper again through digging a hole and can further strengthen the stability of preventing inclining of whole combination house to whole being used for combination house to prevent fixing of rectifying reinforcement device that inclines.
Example 2
Referring to fig. 3, two false keel connecting plates 4 are connected to the left and right ends of the false keel reinforcing section bar 2, specifically, the two false keel connecting plates 4 are respectively connected to the outer ends of the two sides of one end of the false keel reinforcing section bar 2, a plurality of rotating members 401 corresponding to each other are arranged on the inner side surfaces of the two false keel connecting plates 4, and the rotating members 401 are also arranged on the inner side surfaces of the false keel connecting plates 4 at uniform intervals. An inclined plate 402 is connected to the inner side of the ridge line of the false keel reinforcing section bar 2 between the two false keel connecting plates 4, a cylinder 403 corresponding to each rotating piece 401 is fixedly connected to the inclined plate 402, and the cylinder 403 is perpendicular to the inclined plate 402. Specifically, in this embodiment, the number of the rotating members 401 provided on the inner side surface of each cross runner connecting plate 4 is four, and the rotating members are provided at equal intervals in the horizontal direction along the cross runner connecting plate 4.
Referring to fig. 4, telescopic inner cavities 404 are respectively formed in two ends of the cylinder 403, a partition plate 405 is arranged between the two telescopic inner cavities 404, a limit slider 406 is arranged in each telescopic inner cavity 404, a first spring 408 is arranged between each limit slider 406 and the partition plate 405, the outer side surfaces of the limit sliders 406 are respectively connected with piston rods 407 extending out of the telescopic inner cavities 404, and the end portions of the piston rods 407 extending out of the telescopic inner cavities 404 are respectively rotatably connected with the corresponding rotating members 401.
Referring to fig. 1 and 2, a main keel reinforcing section bar 1 is connected to the lower end of a cross keel connecting plate 4, and in order to be more stably connected to a main keel of a combined house, protruding strips 102 are integrally formed at both ends of the main keel reinforcing section bar 1, a concave groove matched with the cross section of the main keel (not shown in the figure) is formed between the protruding strips 102 at both ends and the main keel reinforcing section bar 1, and the main keel of the combined house is matched with the formed concave groove during specific connection, so that more stable connection can be realized. Meanwhile, a plurality of second connecting holes 101 are formed in the surface of the main keel reinforced section bar 1, connecting devices (not shown in the drawing) are arranged in the first connecting hole 201 and the second connecting holes 101, specifically, the connecting devices are connecting screws or connecting bolts, when the main keel and the auxiliary keel of the combined house are connected, holes are formed in the main keel and the auxiliary keel of the combined house in sequence by drawing points, the first connecting hole 201 and the second connecting hole 101 are aligned with the corresponding holes, and the whole deviation rectifying and reinforcing device for preventing the combined house from inclining can be fixedly connected with the main keel and the auxiliary keel of the combined house by screwing in the connecting screws or the connecting bolts.
Simultaneously, this embodiment still is connected with ground fixed plate 6 at the lower extreme of main joist reinforcing section bar 1, and ground spud pile 3 is connected with the lower surface of ground fixed plate 6.
The improvement of the embodiment 2 lies in that the foundation fixing pile is different from a common inverted-cone-shaped cement pile, and referring to fig. 6 and fig. 7, the foundation fixing pile 3 includes a grouting cylinder 301, the upper end of the grouting cylinder 301 is fixedly connected with a ground fixing plate 6, the lower end of the grouting cylinder 301 is connected with a conical insert 302, the circumferential surface of the lower end of the grouting cylinder 301 above the conical insert 302 is provided with a grout outlet 303, the grouting cylinder 301 between the grout outlet 303 and the conical insert 302 is uniformly connected with a plurality of first hinge members 304, each first hinge member 304 is rotatably provided with an opening rod 305, an elastic surface cloth 306 is arranged between two adjacent opening rods 305, the elastic surface cloth 306 is provided with a plurality of through holes 307, the cylinder 301 below the ground fixing plate 6 is provided with a sliding sleeve 308, the sliding sleeve 308 is provided with a plurality of second hinge members 309, the second hinge members 309 are rotatably provided with opening rods 310, the lower end of the opening rod 310 is movably connected with the upper end of the opening rod 305, the circumferential surface of the sliding sleeve 308 is connected with a lug 311, and a pressure rod 312 extending out of the ground fixing plate 6 is arranged on the lug 311.
In addition, referring to fig. 8, an end cap 313 is disposed at the top end of the pressure lever 312, a second spring 314 is disposed on the pressure lever 312 between the end cap 313 and the ground fixing plate 6, and the upper and lower ends of the second spring 314 are respectively connected to the end cap 313 and the ground fixing plate 6. A wedge-shaped fixture block 315 is arranged on the pressure lever 312, and a clamping groove clamped with the wedge-shaped fixture block 315 is arranged on the ground fixing plate 6.
When specifically fixing, insert whole ground spud pile 3 in the soil, then use the hammer to strike the end cap 313 of depression bar 312 top, its sliding sleeve 308 slides down along grout barrel 301 under the effect of impact force, thereby will prop open pole 310, make to open pole 305 and open and be a big back taper, and because elastic face cloth 306 has elasticity, its whole back taper that also is department (refer to figure 7), then the action personnel rethread grout barrel 301 upper end opening to wherein the mortar of blowing in, can realize after fixed for a period of time and be connected with the stable of ground, it is connected the cement stake of the back taper that stable more conventional hammer income ground is better, the anti-tilt stability of combination house has greatly been improved.
The present invention is not limited to the above preferred embodiments, and any modifications, equivalent substitutions and improvements made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (8)
1. The utility model provides a reinforcing apparatus that rectifies for making up house prevents slope, its characterized in that, consolidates section bar (1), false keel and consolidates section bar (2) and ground spud pile (3) including the main joist, the cross-section of false keel reinforcement section bar (2) is the L style of calligraphy, a plurality of first connecting hole (201) have all been seted up to the both sides face of false keel reinforcement section bar (2), the left and right sides both ends of false keel reinforcement section bar (2) all are connected with two false keel connecting plates (4), two false keel connecting plate (4) are connected respectively in two side outer ends of false keel reinforcement section bar (2) one end, the medial surface of two false keel connecting plate (4) all is provided with a plurality of rotation pieces (401) that correspond to each other, and the false keel reinforcement section bar (2) crest line inboard that is located between two false keel connecting plates (4) is connected with swash plate (402), the inclined plate (402) is fixedly connected with a cylinder (403) corresponding to each rotating piece (401), the cylinder (403) is perpendicular to the inclined plate (402), telescopic inner cavities (404) are formed in two ends of the cylinder (403), a partition plate (405) is arranged between the two telescopic inner cavities (404), a limiting slide block (406) is arranged in each telescopic inner cavity (404), a first spring (408) is arranged between each limiting slide block (406) and the partition plate (405), the outer side surface of each limiting slide block (406) is connected with a piston rod (407) extending out of each telescopic inner cavity (404), and the end part of each piston rod (407) extending out of each telescopic inner cavity (404) is rotatably connected with the corresponding rotating piece (401);
the lower ends of the two auxiliary keel connecting plates (4) are connected with main keel reinforcing section bars (1);
a plurality of second connecting holes (101) have been seted up on the surface of main joist reinforcement section bar (1), all be provided with connecting device in first connecting hole (201) and second connecting hole (101), main joist reinforcement section bar (1), false keel reinforcement section bar (2) are all through main, false keel fixed connection in connecting device and combination house, the lower extreme of main joist reinforcement section bar (1) is connected with ground fixed plate (6), ground spud pile (3) with the lower surface of ground fixed plate (6) is connected.
2. The deviation rectifying and reinforcing device for the anti-inclination of the combined house according to the claim 1 is characterized in that the foundation fixing pile (3) is an inverted cone-shaped cement pile.
3. The deviation rectifying and reinforcing device for preventing the inclination of the combined house according to claim 1, wherein the foundation fixing pile (3) comprises a grouting cylinder (301), the upper end of the grouting cylinder (301) is fixedly connected with the ground fixing plate (6), the lower end of the grouting cylinder (301) is connected with a conical insert (302), a grout outlet (303) is formed on the circumferential surface of the lower end of the grouting cylinder (301) above the conical insert (302), a plurality of first hinge parts (304) are uniformly connected on the grouting cylinder (301) between the grout outlet (303) and the conical insert (302), each first hinge part (304) is rotatably provided with an opening rod (305), an elastic surface cloth (306) is arranged between two adjacent opening rods (305), and a large number of through holes (307) are formed on the elastic surface cloth (306), be located be provided with sliding sleeve (308) on grout barrel (301) outer circumference of ground fixed plate (6) below, be provided with a plurality of second articulated elements (309) on sliding sleeve (308), rotate on second articulated element (309) and set up and prop open pole (310), the lower extreme of propping open pole (310) and the upper end swing joint of opening pole (305), be connected with lug (311) on the periphery of sliding sleeve (308), be provided with depression bar (312) that stretch out ground fixed plate (6) top on lug (311).
4. The deviation rectifying and reinforcing device for the anti-inclination of the combined house according to claim 3, wherein the top end of the compression bar (312) is provided with an end cap (313), the compression bar (312) between the end cap (313) and the ground fixing plate (6) is provided with a second spring (314), and the upper end and the lower end of the second spring (314) are respectively connected with the end cap (313) and the ground fixing plate (6).
5. The deviation rectifying and reinforcing device for preventing the assembled house from inclining as claimed in claim 4, wherein a wedge-shaped block (315) is arranged on the pressure lever (312), and a slot engaged with the wedge-shaped block (315) is arranged on the ground fixing plate (6).
6. The deviation rectifying and strengthening device for the anti-inclination of the assembled house according to claim 1, wherein the main keel strengthening section bar (1) is integrally formed with a convex strip (102) at both ends, and a concave groove matching with the cross section of the main keel is formed between the convex strip (102) at both ends and the main keel strengthening section bar (1).
7. The deviation-rectifying reinforcement device for the assembled house against the inclination of claim 1 is characterized in that the number of the rotation pieces (401) provided on the inner side surface of each cross member connecting plate (4) is four, and the rotation pieces are provided at equal intervals along the horizontal direction of the cross member connecting plate (4).
8. The deviation rectifying and strengthening device for the anti-inclination of the combined house according to claim 1, wherein the connecting device is one of a connecting screw or a connecting bolt.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010599722.9A CN111706108B (en) | 2020-06-28 | 2020-06-28 | Deviation rectifying and reinforcing device for preventing combined house from inclining |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010599722.9A CN111706108B (en) | 2020-06-28 | 2020-06-28 | Deviation rectifying and reinforcing device for preventing combined house from inclining |
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| CN111706108A CN111706108A (en) | 2020-09-25 |
| CN111706108B true CN111706108B (en) | 2021-10-15 |
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| CN107842046A (en) * | 2017-11-27 | 2018-03-27 | 杨孝 | A kind of strengthening of foundation error-correction structure and the method for strengthening of foundation correction |
| CN207609198U (en) * | 2018-03-27 | 2018-07-13 | 枣庄宏大伟业金属结构制造有限公司 | A kind of steel house intelligence antidetonation ruggedized construction |
| CN208168418U (en) * | 2018-03-29 | 2018-11-30 | 浙江海鸿工业产品设计有限公司 | A kind of reinforce uses assembled reinforced keel |
| CN210460055U (en) * | 2019-07-15 | 2020-05-05 | 筑森建设工程有限公司 | Reinforced structure is built in room |
| CN110820818A (en) * | 2019-12-23 | 2020-02-21 | 福建工程学院 | Precast pile foundation of building reinforced (rfd) device that rectifies |
| CN111335671A (en) * | 2020-03-31 | 2020-06-26 | 南京地下空间高技术产业研究院有限公司 | Deviation rectifying reinforcing mechanism based on house inclination |
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