CN113982313A - Fabricated building earthquake-resistant reinforcing structure and construction method thereof - Google Patents
Fabricated building earthquake-resistant reinforcing structure and construction method thereof Download PDFInfo
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- CN113982313A CN113982313A CN202111460407.9A CN202111460407A CN113982313A CN 113982313 A CN113982313 A CN 113982313A CN 202111460407 A CN202111460407 A CN 202111460407A CN 113982313 A CN113982313 A CN 113982313A
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- wall
- connecting rod
- fixing base
- main body
- fixedly connected
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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
- 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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
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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
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34384—Assembling details for foldable, separable, collapsible or retractable structures
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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
- E04B1/38—Connections for building structures in general
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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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/98—Protection against other undesired influences or dangers against vibrations or shocks; against mechanical destruction, e.g. by air-raids
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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
- 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
- E04G23/0229—Increasing or restoring the load-bearing capacity of building construction elements of foundations or foundation walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H9/00—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate
- E04H9/02—Buildings, groups of buildings or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake or extreme climate withstanding earthquake or sinking of ground
- E04H9/021—Bearing, supporting or connecting constructions specially adapted for such buildings
Abstract
The invention discloses an assembled building earthquake-resistant reinforced structure and a construction method thereof, relating to the technical field of building engineering; the problem that the structure of the fabricated building is not flexible and poor in stability is solved; the structure comprises an assembly type building main body, a reinforcing wing plate, a supporting connecting rod, a first fixing base and a second fixing base. The reinforced wing plate, the support connecting rod, the first fixing base and the second fixing base can be mutually detached, the size of each part can be adjusted according to the actual size of the assembled building main body while the reinforced wing plate is convenient to carry, the applicability of the structure is improved, the inclined part of the surface of the reinforced wing plate enables the periphery of the assembled building main body to be provided with a shading and rain shielding area, and the functionality of the assembled building main body is improved.
Description
Technical Field
The invention relates to the technical field of constructional engineering, in particular to an assembled building earthquake-resistant reinforced structure and a construction method thereof.
Background
The prefabricated building is characterized in that a large amount of field operation work in the traditional construction mode is transferred to a factory for carrying out, building components and accessories are processed and manufactured in the factory and transported to a building construction site, the prefabricated building is formed by assembling and installing on the site in a reliable connection mode, the construction speed of the prefabricated building is high, the production cost is low, in the prior art, the prefabricated building is only fixed through a self structure, the prefabricated building cannot be well fixed with the ground, the stability of the prefabricated building needs to be guaranteed for a false installation and reinforcement structure of the prefabricated building, and therefore an earthquake-resistant reinforcement structure of the prefabricated building and a construction method of the earthquake-resistant reinforcement structure are needed urgently.
Through retrieval, the chinese patent application No. CN202010502493.4 discloses an assembled earthquake-resistant reinforced structure and a construction method thereof, which belong to the technical field of earthquake-resistant reinforcement and energy-saving modification of existing buildings, and include a broken bridge bar-planting group distributed on a concrete column and a floor slab in the existing building, reinforcement force-bearing reinforcing steel bars bound with the broken bridge bar-planting group at the outer side of the concrete column and the floor slab of the existing building to form an external reinforcing bar net, and an external column and an external floor slab formed by pouring at the external reinforcing bar net, wherein the assembled earthquake-resistant reinforced structure further includes an internal heat-insulation board and a self-bearing light-weight aggregate concrete heat-insulation board sequentially positioned from inside to outside on the outer surface of the wall of the existing building, and efficient heat-insulation boards attached to the outer surfaces of the external column and the external floor slab. The antidetonation in the above-mentioned patent is consolidated and is reformed transform the structure and not only adopts the steel construction still need use cement watering, improves the cost of reforming transform, prolongs the transformation time limit for a project simultaneously.
Disclosure of Invention
The invention aims to solve the defects in the prior art and provides an assembled building earthquake-resistant reinforcing structure and a construction method thereof.
In order to achieve the purpose, the invention adopts the following technical scheme:
an assembled building earthquake-resistant reinforcing structure comprises an assembled building main body, a reinforcing wing plate, a supporting connecting rod, a first fixing base and a second fixing base; the outer wall of the bottom end of the fabricated building main body is arranged on the outer wall of the top end of the foundation; the outer wall of one side of the first fixing base is fixedly connected with the outer wall of one side of the assembly type building main body; the outer wall of one side of the second fixing base is fixedly connected to the outer wall of the other side of the assembly type building main body; one end of the second fixed base is mutually matched with one end of the first fixed base; the outer walls of the bottom ends of the supporting connecting rods are fixedly connected to the outer walls of the top ends of the first fixing base and the second fixing base respectively; the outer wall of the bottom end of the reinforcing wing plate is fixedly connected to the outer wall of the top end of the support connecting rod.
Preferably: side threaded holes which are uniformly distributed are machined in the outer wall of one side of the first fixing base; wing threaded holes are formed in the outer walls of the two ends of the second fixing base; the side threaded hole is communicated with the wing threaded hole and is in threaded engagement with the wing threaded hole.
Preferably: the inner walls of the side threaded holes and the wing threaded holes on one side are connected with fixing bolts through threads; inner walls of one sides of the first fixing base and the second fixing base are respectively provided with an inner threaded hole; the inner wall of one side of the internal thread hole is connected with a fixing mechanism through threads; the outer wall of one side of the reinforced wing plate is fixedly connected with a reinforced structure.
Preferred for the present invention are: the fixing mechanism comprises a limiting round seat, a telescopic connecting rod, a hollow pillar and a conical drill bit; the outer wall of the bottom end of the limiting round seat is fixedly connected with the outer wall of the top end of the hollow pillar; the peripheral outer walls of the telescopic connecting rods are connected with the inner wall of one side of the hollow pillar in a sliding manner; the outer peripheral wall of the upper part of the hollow strut is provided with an external thread strip; the outer wall all around of external screw thread strip passes through threaded connection in internal thread hole one side inner wall.
As a preferable aspect of the present invention: a side wing hole is processed on the inner wall of one side of the lower part of the hollow strut; the outer wall of the top end of the conical drill bit is fixedly connected with the outer wall of the bottom end of the hollow pillar.
As a preferable aspect of the present invention: the outer wall of the bottom end of the telescopic connecting rod is rotatably connected with a clamping connecting rod; the outer wall of the bottom end of the clamping connecting rod is rotatably connected with a rotating connecting rod; the outer wall of the bottom end of the rotary connecting rod is rotatably connected to the outer wall of the top end of the conical drill bit.
Further: the reinforcing structure comprises a through connecting rod, a supporting connecting plate and an arc-shaped connecting rod; the outer wall of one side of the through connecting rod is fixedly connected with the outer wall of one side of the reinforced wing plate.
As a further scheme of the invention: the peripheral outer walls of the through connecting rods are fixedly connected to the inner wall of one side of the assembly type building main body; the outer wall of one side of the arc-shaped connecting rod is fixedly connected with the outer wall of the other side of the through connecting rod; the outer wall of the bottom end of the supporting connecting plate is fixedly connected to the outer wall of the top end of the arc-shaped connecting rod.
As a still further scheme of the invention: the outer wall of the periphery of the penetrating connecting rod is fixedly connected with a limiting connecting plate; the outer wall of one side of the limiting connecting plate is fixedly connected to the inner wall of one side of the assembly type building main body.
A construction method of an assembled building earthquake-resistant reinforcing structure specifically comprises the following steps:
s1: after the assembly type building main body is built, cutting and adjusting the reinforcing wing plate, the support connecting rod, the first fixing base and the second fixing base according to the actual length, width and height of the assembly type building main body;
s2: the first fixing base and the second fixing base are mutually matched and fixed around the assembly type building main body, then the fixing mechanism is installed inside the internal thread holes on the first fixing base and the second fixing base through threads, and the telescopic connecting rod is extruded;
s3: respectively fixing the support connecting rod on the first fixing base and the second fixing base, and then fixing the reinforced wing plate on the support connecting rod;
s4: and then, machining a hole in the interior of the fabricated building body, and fixing the reinforcing structure on the reinforcing wing plate from the interior of the fabricated building body through the hole.
The invention has the beneficial effects that:
1. after the assembly type building main body is built, the assembly type building main body is surrounded and fixed through the reinforcing wing plate, the supporting connecting rod, the first fixing base and the second fixing base, and fixed connection is established through the first fixing base, the second fixing base and the ground, so that the stability of the assembly type building main body is further reinforced, the shock resistance of the assembly type building main body is improved, the reinforcing wing plate, the supporting connecting rod, the first fixing base and the second fixing base can be mutually detached, the size of each component is adjusted according to the actual size of the assembly type building main body while the assembly type building main body is convenient to carry, the applicability of the structure is improved, the inclined position of the surface of the reinforcing wing plate enables the periphery of the assembly type building main body to be provided with a shading and rain shielding area, and the functionality of the assembly type building main body is improved.
2. Through fixed establishment with first fixed baseplate, second fixed baseplate and ground establishment fixed connection, thereby consolidate the stability of assembled building main part, external screw thread strip on the cavity pillar makes fixed establishment pass through the threaded fixation at first fixed baseplate, on the internal thread hole of second fixed baseplate, conical bit on the cavity pillar can go deep into in the ground, the cavity pillar of being convenient for goes deep into ground, the improvement device flexibility, it makes telescopic connecting rod downstream to extrude telescopic connecting rod after that, telescopic connecting rod extrudes the screens connecting rod, make screens connecting rod area rotating connecting rod rotate together, thereby make the screens connecting rod, the rotating connecting rod passes through the flank hole and outwards stretches out, thereby further improve the stability of fixed establishment in the soil, the practicality of improvement device.
3. The reinforced wing plate provides support for reinforced structure when reinforcing the assembly type building main body, and then make reinforced structure can consolidate the roof of assembly type building main body, the realization carries out comprehensive reinforcement protection to the whole of assembly type building main body, the practicality of structure is improved, run through the connecting rod and pass the assembly type building main body and through the arc connecting rod to turn to make support even the board and consolidate the protection to the roof of assembly type building main body, it is interior two aspects from inside and outside to guarantee this structure to the antidetonation reinforcement effect of assembly type building main body through spacing even board realization after that.
Drawings
FIG. 1 is a schematic view of an overall structure of a fabricated building body of an earthquake-resistant reinforcement structure for fabricated buildings according to the present invention;
FIG. 2 is a schematic view of an internal structure of a fabricated building main body of the fabricated building earthquake-resistant reinforcement structure according to the present invention;
FIG. 3 is a schematic view of a reinforcement structure of an earthquake-resistant reinforcement structure for prefabricated buildings according to the present invention;
FIG. 4 is a schematic view of a second fixing base of the fabricated building earthquake-resistant reinforcement structure according to the present invention;
FIG. 5 is a schematic view of a first fixing base of the fabricated building earthquake-resistant reinforcement structure according to the present invention;
FIG. 6 is a schematic view of a fixing mechanism of an earthquake-resistant reinforcement structure for prefabricated buildings according to the present invention;
fig. 7 is a schematic sectional view of a fixing mechanism of an earthquake-resistant reinforcement structure for prefabricated buildings according to the present invention.
In the figure: 1-assembled building main body, 2-reinforced wing plate, 3-supporting connecting rod, 4-first fixed base, 5-fixing mechanism, 501-limiting circular seat, 502-telescopic connecting rod, 503-external thread strip, 504-hollow support column, 505-side wing hole, 506-conical drill bit, 507-clamping connecting rod, 508-rotary connecting rod, 6-second fixed base, 7-reinforcing structure, 701-through connecting rod, 702-limiting connecting plate, 703-supporting connecting plate, 704-arc connecting rod, 8-side thread hole, 9-fixing bolt, 10-internal thread hole and 11-wing thread hole.
Detailed Description
The technical solution of the present patent will be described in further detail with reference to the following embodiments.
Reference will now be made in detail to embodiments of the present patent, examples of which are illustrated in the accompanying drawings, wherein like or similar reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below with reference to the drawings are exemplary only for the purpose of explaining the present patent and are not to be construed as limiting the present patent.
In the description of this patent, it is to be understood that the terms "center," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientations and positional relationships indicated in the drawings for the convenience of describing the patent and for the simplicity of description, and are not to be construed as limiting the device, structure, or element to which reference is made to have a particular orientation, be constructed in a particular orientation, and be operated in a particular manner.
Example 1:
an assembled building earthquake-resistant reinforcement structure is shown in figures 1, 2 and 4 and comprises an assembled building main body 1, a reinforcement wing plate 2, a support connecting rod 3, a first fixing base 4 and a second fixing base 6; the outer wall of the bottom end of the assembly type building main body 1 is arranged on the outer wall of the top end of a foundation; the outer wall of one side of the first fixed base 4 is fixedly connected with the outer wall of one side of the assembly type building main body 1; the outer wall of one side of the second fixed base 6 is fixedly connected to the outer wall of the other side of the assembly type building main body 1; one end of the second fixed base 6 is matched with one end of the first fixed base 4; the outer walls of the bottom ends of the supporting connecting rods 3 are respectively and fixedly connected to the outer walls of the top ends of the first fixing base 4 and the second fixing base 6; the outer wall of the bottom end of the reinforcing wing plate 2 is fixedly connected with the outer wall of the top end of the support connecting rod 3; the outer wall of one side of the first fixed base 4 is provided with evenly distributed side threaded holes 8; the outer walls of the two ends of the second fixing base 6 are provided with wing threaded holes 11; the side threaded hole 8 is communicated with the wing threaded hole 11, and the side threaded hole 8 is in threaded engagement with the wing threaded hole 11; the inner walls of one side of the side threaded hole 8 and one side of the wing threaded hole 11 are connected with a fixing bolt 9 through threads; inner walls of one sides of the first fixing base 4 and the second fixing base 6 are respectively provided with an internal threaded hole 10; the inner wall of one side of the internal thread hole 10 is connected with a fixing mechanism 5 through threads; the outer wall of one side of the reinforced wing plate 2 is fixedly connected with a reinforced structure 7; after the assembly type building main body 1 is built, through reinforcing wing plate 2, support connecting rod 3, first fixed pedestal 4, second fixed pedestal 6 surrounds assembly type building main body 1 fixedly, and through first fixed pedestal 4, fixed contact is established to second fixed pedestal 6 and ground, further reinforce assembly type building main body 1's stability, improve assembly type building main body 1's shock resistance, reinforcing wing plate 2, support connecting rod 3, first fixed pedestal 4, second fixed pedestal 6 can demolish each other, also adjust the size of each part according to assembly type building main body 1's actual size when conveniently carrying, improve the suitability of structure, reinforcing the slope department on wing plate 2 surface makes assembly type building main body 1 have all around and hides the region of keeping out the shadow and keeping off the rain, improve assembly type building main body 1's functionality.
In order to guarantee the effectiveness of the operation of the fixing means 5; as shown in fig. 6 and 7, the fixing mechanism 5 includes a limit circular seat 501, a telescopic link 502, a hollow pillar 504, and a conical drill 506; the outer wall of the bottom end of the limiting round seat 501 is fixedly connected with the outer wall of the top end of the hollow pillar 504; the peripheral outer wall of the telescopic connecting rod 502 is connected with the inner wall of one side of the hollow strut 504 in a sliding way; the outer peripheral wall of the upper part of the hollow strut 504 is provided with an external thread strip 503; the peripheral outer wall of the external thread strip 503 is connected to the inner wall of one side of the internal thread hole 10 through threads; a wing hole 505 is processed on the inner wall of one side of the lower part of the hollow strut 504; the outer wall of the top end of the conical drill bit 506 is fixedly connected with the outer wall of the bottom end of the hollow strut 504; the outer wall of the bottom end of the telescopic connecting rod 502 is rotatably connected with a clamping connecting rod 507; the outer wall of the bottom end of the clamping connecting rod 507 is rotatably connected with a rotating connecting rod 508; the outer wall of the bottom end of the rotary connecting rod 508 is rotatably connected with the outer wall of the top end of the conical drill bit 506; the first fixing base 4 and the second fixing base 6 are fixedly connected with the ground through the fixing mechanism 5, so that the stability of the assembled building main body 1 is enhanced, the external thread strips 503 on the hollow strut 504 enable the fixing mechanism 5 to be fixed on the first fixing base 4 and the internal thread holes 10 of the second fixing base 6 through threads, the conical drill 506 on the hollow strut 504 can go deep into the ground, the hollow strut 504 goes deep into the ground conveniently, the flexibility of the device is improved, then the telescopic connecting rod 502 is extruded to enable the telescopic connecting rod 502 to move downwards, the telescopic connecting rod 502 extrudes the clamping connecting rod 507, the clamping connecting rod 507 drives the rotating connecting rod 508 to rotate together, the clamping connecting rod 507 and the rotating connecting rod 508 extend outwards through the side wing holes 505, the stability of the fixing mechanism 5 in the ground is further improved, and the practicability of the device is improved.
In order to ensure that the roof of the assembly type building main body 1 is synchronously reinforced when the assembly type building main body 1 is reinforced; as shown in fig. 3, the reinforcing structure 7 includes a through link 701, a support link plate 703, and an arc link 704; the outer wall of one side of the penetrating connecting rod 701 is fixedly connected with the outer wall of one side of the reinforcing wing plate 2; the outer walls penetrating through the periphery of the connecting rod 701 are fixedly connected to the inner wall of one side of the assembly type building main body 1; the outer wall of one side of the arc-shaped connecting rod 704 is fixedly connected with the outer wall of the other side of the through connecting rod 701; the outer wall of the bottom end of the supporting connecting plate 703 is fixedly connected with the outer wall of the top end of the arc-shaped connecting rod 704; a limit connecting plate 702 is fixedly connected to the outer wall of the periphery of the through connecting rod 701; the outer wall of one side of the limiting connecting plate 702 is fixedly connected with the inner wall of one side of the assembly type building main body 1; consolidate pterygoid lamina 2 provides the support for reinforced structure 7 when consolidating assembled building main body 1, and then make reinforced structure 7 can consolidate assembled building main body 1's roof, the realization carries out comprehensive reinforcement protection to assembled building main body 1's whole, improve the practicality of structure, run through connecting rod 701 and pass assembled building main body 1 and through arc connecting rod 704 to turn to make support even board 703 and consolidate the protection to assembled building main body 1's roof, realize through spacing even board 702 and guarantee this structure to assembled building main body 1's antidetonation reinforcing effect from inside and outside two aspects afterwards.
In the embodiment, after the assembly type building main body 1 is built, the reinforcing wing plate 2, the support connecting rod 3, the first fixing base 4 and the second fixing base 6 are cut and adjusted according to the actual length, width and height of the assembly type building main body 1, then the first fixing base 4 and the second fixing base 6 are mutually fitted and fixed around the assembly type building main body 1, then the fixing mechanism 5 is installed inside the internal thread holes 10 on the first fixing base 4 and the second fixing base 6 through threads, the telescopic connecting rod 502 is squeezed to cause the clamping connecting rod 507 and the rotating connecting rod 508 to extend outwards through the wing side hole 505, so that the fixing mechanism 5 can be well fixed in the ground, the stability of the structure is improved, then the support connecting rod 3 is respectively fixed on the first fixing base 4 and the second fixing base 6, then the reinforcing wing plate 2 is fixed on the support connecting rod 3, realize consolidating pterygoid lamina 2, support link 3, first fixed baseplate 4, second fixed baseplate 6 surrounds the reinforcement to assembly type building main body 1, then at the inside processing hole of assembly type building main body 1, pass the hole and fix reinforced structure 7 on consolidating pterygoid lamina 2 from assembly type building main body 1 is inside, and adopt spacing even board 702 to run through connecting rod 701 from inside fixed, consolidate pterygoid lamina 2, make simultaneously under the direction of arc connecting rod 704 support even board 703 and support the reinforcement to the roof of assembly type building main body 1, the antidetonation reinforcement that improves the structure.
Example 2:
a construction method of an assembled building earthquake-resistant reinforcing structure specifically comprises the following steps:
s1: after the assembly type building main body 1 is built, cutting and adjusting the reinforcing wing plate 2, the support connecting rod 3, the first fixing base 4 and the second fixing base 6 according to the actual length, width and height of the assembly type building main body 1;
s2: the first fixing base 4 and the second fixing base 6 are mutually fitted and fixed around the assembly type building main body 1, then the fixing mechanism 5 is installed inside the internal thread holes 10 on the first fixing base 4 and the second fixing base 6 through threads, and the telescopic connecting rod 502 is extruded;
s3: respectively fixing the support connecting rod 3 on the first fixing base 4 and the second fixing base 6, and then fixing the reinforced wing plate 2 on the support connecting rod 3;
s4: holes are then made in the interior of the prefabricated building body 1, through which holes the reinforcing structure 7 is fixed to the reinforcing flanges 2 from the interior of the prefabricated building body 1.
The above description is for the purpose of illustrating the preferred embodiments of the present invention and is not intended to be exhaustive or to limit the invention to the precise embodiments disclosed, and all modifications, equivalents, and improvements that may occur to those skilled in the art and that fall within the spirit and scope of the invention are intended to be embraced therein.
Claims (10)
1. An assembled building earthquake-resistant reinforcing structure comprises an assembled building main body (1), a reinforcing wing plate (2), a supporting connecting rod (3), a first fixing base (4) and a second fixing base (6), and is characterized in that the outer wall of the bottom end of the assembled building main body (1) is arranged on the outer wall of the top end of a foundation; the outer wall of one side of the first fixed base (4) is fixedly connected with the outer wall of one side of the assembly type building main body (1); the outer wall of one side of the second fixed base (6) is fixedly connected with the outer wall of the other side of the assembly type building main body (1); one end of the second fixed base (6) is mutually matched with one end of the first fixed base (4); the outer walls of the bottom ends of the supporting connecting rods (3) are respectively and fixedly connected to the outer walls of the top ends of the first fixing base (4) and the second fixing base (6); the outer wall of the bottom end of the reinforcing wing plate (2) is fixedly connected to the outer wall of the top end of the support connecting rod (3).
2. An assembled building earthquake-resistant reinforcement structure according to claim 1, characterized in that the outer wall of one side of the first fixing base (4) is provided with evenly distributed side screw holes (8); wing threaded holes (11) are formed in the outer walls of the two ends of the second fixing base (6); the side threaded hole (8) and the wing threaded hole (11) are communicated with each other, and the side threaded hole (8) is in threaded engagement with the wing threaded hole (11).
3. An assembled building earthquake-resistant reinforcement structure according to claim 2, wherein the side screw hole (8) and the inner wall of the wing screw hole (11) are connected with a fixing bolt (9) through screw threads; inner walls of one sides of the first fixing base (4) and the second fixing base (6) are respectively provided with an inner threaded hole (10); the inner wall of one side of the internal thread hole (10) is connected with a fixing mechanism (5) through threads; the outer wall of one side of the reinforced wing plate (2) is fixedly connected with a reinforced structure (7).
4. An assembled building earthquake-resistant reinforcement structure according to claim 3, characterized in that the fixing mechanism (5) comprises a limit round seat (501), a telescopic connecting rod (502), a hollow pillar (504), a conical drill bit (506); the outer wall of the bottom end of the limiting round seat (501) is fixedly connected with the outer wall of the top end of the hollow pillar (504); the peripheral outer wall of the telescopic connecting rod (502) is connected with the inner wall of one side of the hollow strut (504) in a sliding way; the outer peripheral wall of the upper part of the hollow strut (504) is provided with an external thread strip (503); the peripheral outer wall of the external thread strip (503) is connected with the inner wall of one side of the internal thread hole (10) through threads.
5. An assembled building earthquake-resistant reinforcement structure according to claim 4, wherein the inner wall of the lower part of the hollow pillar (504) is formed with a wing hole (505); the outer wall of the top end of the conical drill bit (506) is fixedly connected with the outer wall of the bottom end of the hollow pillar (504).
6. An assembled building earthquake-resistant reinforcement structure according to claim 5, characterized in that the outer wall of the bottom end of the telescopic connecting rod (502) is rotatably connected with a clamping connecting rod (507); the outer wall of the bottom end of the clamping connecting rod (507) is rotatably connected with a rotating connecting rod (508); the outer wall of the bottom end of the rotary connecting rod (508) is rotatably connected with the outer wall of the top end of the conical drill bit (506).
7. An assembled building earthquake-resistant reinforcement structure according to claim 6, wherein the reinforcement structure (7) comprises a through link (701), a support link plate (703), an arc link (704); the outer wall of one side of the through connecting rod (701) is fixedly connected with the outer wall of one side of the reinforced wing plate (2).
8. An assembled building earthquake-resistant reinforcement structure according to claim 7, characterized in that the peripheral outer wall of the through connecting rod (701) is fixedly connected to the inner wall of one side of the assembled building main body (1); the outer wall of one side of the arc-shaped connecting rod (704) is fixedly connected with the outer wall of the other side of the through connecting rod (701); the outer wall of the bottom end of the supporting connecting plate (703) is fixedly connected with the outer wall of the top end of the arc-shaped connecting rod (704).
9. An assembled building earthquake-resistant reinforcement structure according to claim 8, wherein the peripheral outer wall of the through connecting rod (701) is fixedly connected with a limiting connecting plate (702); the outer wall of one side of the limiting connecting plate (702) is fixedly connected with the inner wall of one side of the assembly type building main body (1).
10. A construction method of an assembly type structure earthquake-resistant reinforcing structure according to any one of claims 1 to 9, which comprises the following steps:
s1: after the assembly type building main body (1) is built, cutting and adjusting the reinforcing wing plate (2), the support connecting rod (3), the first fixing base (4) and the second fixing base (6) according to the actual length, width and height of the assembly type building main body (1);
s2: the first fixing base (4) and the second fixing base (6) are mutually matched and fixed on the periphery of the assembly type building main body (1), then the fixing mechanism (5) is installed inside the internal thread holes (10) on the first fixing base (4) and the second fixing base (6) through threads, and the telescopic connecting rod (502) is extruded;
s3: respectively fixing the support connecting rod (3) on the first fixing base (4) and the second fixing base (6), and then fixing the reinforced wing plate (2) on the support connecting rod (3);
s4: and then, processing a hole in the assembly type building main body (1), and fixing the reinforcing structure (7) on the reinforcing wing plate (2) from the interior of the assembly type building main body (1) through the hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368445A (en) * | 2016-11-18 | 2017-02-01 | 张洪波 | Existing building reinforcing and self-supporting thermal insulation integrated system and construction method |
| CN109898881A (en) * | 2019-03-04 | 2019-06-18 | 中国建筑第六工程局有限公司 | Jacketing frame is used in a kind of transformation of building structure strengthening |
| WO2019158823A1 (en) * | 2018-02-15 | 2019-08-22 | Pekka Ihalainen | An arrangement and method for preventing shaking damages |
| CN110644806A (en) * | 2019-10-22 | 2020-01-03 | 东南大学 | External prestress assembly type concrete frame-energy dissipation support reinforcing structure of existing structure |
| CN111550077A (en) * | 2020-06-05 | 2020-08-18 | 中土大地国际建筑设计有限公司 | Fabricated anti-seismic reinforcing reconstruction structure and reconstruction construction method of existing building |
| CN214006636U (en) * | 2020-11-19 | 2021-08-20 | 中交(三沙)开发建设有限公司 | Anti-seismic reinforced structure is built in room |
| CN113668697A (en) * | 2021-08-16 | 2021-11-19 | 黄朝辉 | Fabricated steel structure building with good anti-seismic effect and assembling method thereof |
-
2021
- 2021-12-03 CN CN202111460407.9A patent/CN113982313B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106368445A (en) * | 2016-11-18 | 2017-02-01 | 张洪波 | Existing building reinforcing and self-supporting thermal insulation integrated system and construction method |
| WO2019158823A1 (en) * | 2018-02-15 | 2019-08-22 | Pekka Ihalainen | An arrangement and method for preventing shaking damages |
| CN109898881A (en) * | 2019-03-04 | 2019-06-18 | 中国建筑第六工程局有限公司 | Jacketing frame is used in a kind of transformation of building structure strengthening |
| CN110644806A (en) * | 2019-10-22 | 2020-01-03 | 东南大学 | External prestress assembly type concrete frame-energy dissipation support reinforcing structure of existing structure |
| CN111550077A (en) * | 2020-06-05 | 2020-08-18 | 中土大地国际建筑设计有限公司 | Fabricated anti-seismic reinforcing reconstruction structure and reconstruction construction method of existing building |
| CN214006636U (en) * | 2020-11-19 | 2021-08-20 | 中交(三沙)开发建设有限公司 | Anti-seismic reinforced structure is built in room |
| CN113668697A (en) * | 2021-08-16 | 2021-11-19 | 黄朝辉 | Fabricated steel structure building with good anti-seismic effect and assembling method thereof |
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