CN111997400A - Seismic-resistant energy consumption method and device for masonry structure system - Google Patents
Seismic-resistant energy consumption method and device for masonry structure system Download PDFInfo
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- CN111997400A CN111997400A CN202010776500.XA CN202010776500A CN111997400A CN 111997400 A CN111997400 A CN 111997400A CN 202010776500 A CN202010776500 A CN 202010776500A CN 111997400 A CN111997400 A CN 111997400A
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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
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D53/00—Separation of gases or vapours; Recovering vapours of volatile solvents from gases; Chemical or biological purification of waste gases, e.g. engine exhaust gases, smoke, fumes, flue gases, aerosols
- B01D53/26—Drying gases or vapours
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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
- 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
- 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
- E04G23/0222—Replacing or adding wall ties
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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
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01M—TESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
- G01M99/00—Subject matter not provided for in other groups of this subclass
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- Architecture (AREA)
- Civil Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Structural Engineering (AREA)
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- Environmental & Geological Engineering (AREA)
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- Mechanical Engineering (AREA)
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- Business, Economics & Management (AREA)
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- Analytical Chemistry (AREA)
- General Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The invention discloses a masonry structure system earthquake-resistant energy consumption device, and relates to a masonry structure system earthquake-resistant energy consumption method and a masonry structure system earthquake-resistant energy consumption device, which comprise a main body box, wherein the inner bottom wall of the main body box is fixedly connected with a mounting frame, and the front surface of the mounting frame is fixedly connected with a vibration device main body; the invention also provides a masonry structure system earthquake-resistant energy consumption method, which comprises the following steps: s1, welding the oppositely arranged sleeve supports on a U-shaped common steel nest in advance according to design requirements and well adjusted directions; and S2, respectively placing the U-shaped steel nests in window holes at two sides of the wall between the windows. According to the energy consumption detection equipment, the main body box is arranged, the main body of the vibration device can be protected, collapse of the detection masonry is prevented, and the drying box and the drying agent are arranged, so that air flow entering the main body box can be dried, and detection errors are reduced.
Description
Technical Field
The invention relates to the technical field of building equipment, in particular to a method and a device for seismic resistance and energy consumption of a masonry structure system.
Background
The wall between windows is the very key atress position among the masonry structure, both born the vertical pressurized load effect of superstructure and also born the horizontal load effect of earthquake and wind, X shape cross crack very easily can appear in the wall between windows after the macroseism especially, so that arouse the building to wholly collapse, masonry structure building that collapses in a large number has verified this point completely in Wen river earthquake, there is very big potential safety hazard, especially to some outstanding history protection buildings, it is especially important in small-size city and county museum, and these buildings all do not have corresponding antidetonation power consumption technique at present, exist inadequately, can not satisfy social development's demand.
In view of the above, there is a need for a method and apparatus for seismic energy dissipation of masonry structure system to overcome the deficiencies of the prior art.
Disclosure of Invention
The invention aims to provide a device for resisting seismic energy consumption of a masonry structure system, which is used for solving the problems in the prior art, has the advantages of simple manufacture and convenient construction, can not only reinforce a window wall in a horizontal shearing area, but also form a local small-sized tension and compression energy dissipation device for the window wall, has excellent safety performance, and avoids X-shaped cross cracks from occurring in the window wall so as to cause the whole collapse of a building, thereby comprehensively improving the whole lateral movement rigidity and ductility of the masonry structure, has excellent practical performance, is a good innovative scheme, and has great market popularization prospect; this energy consumption check out test set can protect the vibrator main part through setting up the main part case, prevents to detect the brickwork and collapses, through setting up dry box and drier, can dry the air current that gets into the main part incasement to the messenger reduces and detects the error.
In order to achieve the purpose, the invention provides the following technical scheme: the utility model provides a masonry structure system antidetonation power consumption's method and device, includes the main part case, the interior diapire fixedly connected with mounting bracket of main part case, the positive fixedly connected with vibrator main part of mounting bracket, the inner wall fixedly connected with baffle of main part case, the upper surface difference fixedly connected with cushion socket, battery and controller of baffle, the last fixed surface of cushion socket is connected with the motor, the output shaft fixedly connected with turning block of motor, and the fixed surface of turning block is connected with the flabellum, the interior diapire fixedly connected with signal receiver of main part case.
Preferably, the fresh air inlet has been seted up to the upper left side of main part case, and the fresh air inlet is 45 degrees angles and sets up the upper left side at the main part case, the air outlet has been seted up to the lower surface of main part case, and the inner wall sliding connection of air outlet has the dust screen.
Preferably, the access hole has been seted up in the front of main part case, and the inner wall of access hole rotates through the hinge and is connected with the door that opens and shuts, the positive fixedly connected with lock of door that opens and shuts, the lower fixed surface of main part case is connected with the supporting leg, the lower fixed surface of supporting leg is connected with the base.
Preferably, sliding connection has the drying box between the interior roof of main part case and the upper surface of baffle, the drying box passes through the slider respectively with the interior roof of main part case and the upper surface sliding connection of baffle, the inside of drying box is provided with the drier, and the composition of drier is allochroic silica gel.
Preferably, the bottom of motor output shaft runs through the shock mount and extends the lower surface of baffle downwards, a plurality of hole has been seted up to the upper surface of baffle, the lower fixed surface of baffle is connected with the safety cover, the lower surface of safety cover is netted.
Preferably, the inner wall fixedly connected with monitor probe of main part case, monitor probe's inside is provided with shock attenuation module, monitor probe is the upper shed form.
The invention also provides a masonry structure system earthquake-resistant energy consumption method, which comprises the following steps:
s1, welding the oppositely arranged sleeve supports on a U-shaped common steel nest in advance according to design requirements and well adjusted directions;
s2, respectively placing the U-shaped steel nests in window holes on two sides of the wall between the windows;
s3, screwing one end of the circular energy-consuming steel into the circular sleeve support to be connected, sleeving the circular energy-consuming steel on the buckling-restrained sleeve from the other end of the circular energy-consuming steel, and connecting the circular energy-consuming steel with the other circular energy-consuming steel through a high-strength closed turnbuckle, so that a complete energy-consuming steel bar with back-and-forth repeated tension and compression and hysteretic energy consumption is formed;
s4, repeating the step 3 according to design requirements, wherein the energy dissipation steel bars are composed of horizontal direction and cross direction, and a local tension-compression energy dissipation device is formed, namely the arrangement of the seismic energy dissipation of the wall between the windows is completed;
s5, repeating the step 2 and the step 3 according to design requirements, arranging the inner surface and the outer surface of the wall body, and finally completing the integral anti-seismic energy dissipation arrangement of the masonry structure;
s6, placing the anti-seismic energy-consumption masonry structure arranged in the step S5 on the equipment of claim 1, and performing anti-seismic energy-consumption detection.
Advantageous effects
The invention provides a method and a device for seismic resistance and energy consumption of a masonry structure system, which have the following beneficial effects:
1. simple manufacture, construction convenience both can reach and carry out the level to being cut the district reinforcement between the window to the wall, can form local small-size drawing and pressing energy absorber simultaneously between the window to the wall again, the security performance is excellent, avoids the wall X-shaped cross crack to appear between the window to cause the building whole to collapse, thereby synthesize whole side that improves masonry structure and move rigidity and ductility, the practicality is excellent, is a fine innovation scheme, has very much the marketing prospect.
2. This energy consumption check out test set can protect the vibrator main part through setting up the main part case, prevents to detect the brickwork and collapses, through setting up dry box and drier, can dry the air current that gets into the main part incasement to the messenger reduces and detects the error.
Drawings
FIG. 1 is a schematic front sectional view of the present invention;
FIG. 2 is a schematic front view of the present invention;
fig. 3 is an enlarged schematic view of a portion a in fig. 1.
In the figure: the device comprises a main body box 1, a mounting frame 2, a vibration device body 3, a partition plate 4, a storage battery 5, a controller 6, a motor 7, fan blades 8, a signal receiver 9, a dust screen 10, an opening and closing door 11, a drying box 12, a protective cover 13, a monitoring probe 14, a rotating block 15, a base 16 and a door lock 17.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the 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 invention.
Referring to fig. 1-3, the present invention provides a technical solution: the utility model provides a masonry structure system antidetonation power consumption's device, including main part case 1, the fresh air inlet has been seted up to main part case 1's the upper left side, and the fresh air inlet is 45 degrees angle settings at main part case 1's the upper left side, the air outlet has been seted up to main part case 1's lower surface, and the inner wall sliding connection of air outlet has dust screen 10, the access hole has been seted up in main part case 1's front, and the inner wall of access hole is rotated through the hinge and is connected with door 11 that opens and shuts, the front fixedly connected with lock 17 of door 11 that opens and shuts, main part case 1's lower fixed surface.
Inner wall fixedly connected with monitor probe 14 of main part case 1, monitor probe 14's inside is provided with shock-absorbing module, monitor probe 14 is the opening form, through the air outlet that sets up main part case 1 upper left side, can prevent when the air inlet that the rainwater from getting into main part case 1 in, inner diapire fixedly connected with mounting bracket 2 of main part case 1, the positive fixedly connected with vibrator main part 3 of mounting bracket 2, through setting up mounting bracket 2, vibrator main part 3 can be fixed, through setting up main part case 1, can protect vibrator main part 3, main part case 1's inner wall fixedly connected with baffle 4.
Sliding connection has drying box 12 between the upper surface of main part case 1's interior roof and baffle 4, drying box 12 passes through the slider respectively with main part case 1's interior roof and baffle 4's upper surface sliding connection, drying box 12's inside is provided with the drier, and the composition of drier is allochroic silica gel, through setting up drying box 12 and drier, can dry the air current that gets into in main part case 1, thereby make this equipment have dampproofing damp-proofing effect, the upper surface of baffle 4 is fixedly connected with cushion socket respectively, battery 5 and controller 6, the last fixed surface of cushion socket is connected with motor 7.
The bottom of the output shaft of motor 7 runs through the shock absorber seat and downwardly extending baffle 4's lower surface, a plurality of hole has been seted up to baffle 4's upper surface, baffle 4's lower fixed surface is connected with safety cover 13, safety cover 13's lower surface is netted, through setting up battery 5, can provide the power for motor 7, motor 7's output shaft fixedly connected with turning block 15, through setting up motor 7, can drive turning block 15 and rotate, and turning block 15's fixed surface is connected with flabellum 8, through setting up turning block 15, can make flabellum 8 rotate and produce the wind from top to bottom, main body case 1's interior diapire fixedly connected with signal receiver 9, thereby make this intelligent traffic signal machine remote networking control system have mechanical heat dissipation's effect.
The invention also provides a masonry structure system earthquake-resistant energy consumption method, which comprises the following steps:
s1, welding the oppositely arranged sleeve supports on a U-shaped common steel nest in advance according to design requirements and well adjusted directions;
s2, respectively placing the U-shaped steel nests in window holes on two sides of the wall between the windows;
s3, screwing one end of the circular energy-consuming steel into the circular sleeve support to be connected, sleeving the circular energy-consuming steel on the buckling-restrained sleeve from the other end of the circular energy-consuming steel, and connecting the circular energy-consuming steel with the other circular energy-consuming steel through a high-strength closed turnbuckle, so that a complete energy-consuming steel bar with back-and-forth repeated tension and compression and hysteretic energy consumption is formed;
s4, repeating the step 3 according to design requirements, wherein the energy dissipation steel bars are composed of horizontal direction and cross direction, and a local tension-compression energy dissipation device is formed, namely the arrangement of the seismic energy dissipation of the wall between the windows is completed;
s5, repeating the step 2 and the step 3 according to design requirements, arranging the inner surface and the outer surface of the wall body, and finally completing the integral anti-seismic energy dissipation arrangement of the masonry structure;
s6, placing the anti-seismic energy-consumption masonry structure arranged in the step S5 on the equipment of claim 1, and performing anti-seismic energy-consumption detection.
The invention has simple manufacture and convenient construction, can reinforce the wall between the windows horizontally to a sheared area, can form a local small-sized tension-compression energy dissipation device for the wall between the windows simultaneously, has excellent safety performance, avoids X-shaped cross cracks of the wall between the windows to cause the whole collapse of a building, thereby comprehensively improving the whole lateral movement rigidity and ductility of a masonry structure, has excellent practical performance, is a good innovative scheme, and has great market popularization prospect; this energy consumption check out test set can protect the vibrator main part through setting up the main part case, prevents to detect the brickwork and collapses, through setting up dry box and drier, can dry the air current that gets into the main part incasement to the messenger reduces and detects the error.
The above description is only for the preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art should be considered to be within the technical scope of the present invention, and the technical solutions and the inventive concepts thereof according to the present invention should be equivalent or changed within the scope of the present invention.
Claims (7)
1. The utility model provides a masonry structure system antidetonation power consumption's device, includes main part case (1), its characterized in that: inner diapire fixedly connected with mounting bracket (2) of main part case (1), the positive fixedly connected with vibrator main part (3) of mounting bracket (2), inner wall fixedly connected with baffle (4) of main part case (1), the upper surface difference fixedly connected with cushion socket, battery (5) and controller (6) of baffle (4), the last fixed surface of cushion socket is connected with motor (7), the output shaft fixedly connected with turning block (15) of motor (7), and the fixed surface of turning block (15) is connected with flabellum (8), inner diapire fixedly connected with signal receiver (9) of main part case (1).
2. A masonry structure system earthquake resistant and energy dissipating apparatus as claimed in claim 1, wherein: the fresh air inlet has been seted up to the upper left side of main part case (1), and the fresh air inlet is 45 degrees angles and sets up the upper left side at main part case (1), the air outlet has been seted up to the lower surface of main part case (1), and the inner wall sliding connection of air outlet has dust screen (10).
3. A method and apparatus for seismic energy dissipation in masonry structure systems according to claim 1, wherein: the access hole has been seted up in the front of main part case (1), and the inner wall of access hole rotates through the hinge and is connected with door (11) that opens and shuts, the positive fixedly connected with door lock (17) of door (11) that opens and shuts, the lower fixed surface of main part case (1) is connected with the supporting leg, the lower fixed surface of supporting leg is connected with base (16).
4. A masonry structure system earthquake resistant and energy dissipating apparatus as claimed in claim 1, wherein: sliding connection has drying box (12) between the upper surface of the interior roof of main part case (1) and baffle (4), drying box (12) through the slider respectively with the interior roof of main part case (1) and the upper surface sliding connection of baffle (4), the inside of drying box (12) is provided with the drier, and the composition of drier is allochroic silica gel.
5. A masonry structure system earthquake resistant and energy dissipating apparatus as claimed in claim 1, wherein: the bottom of motor (7) output shaft runs through the shock-absorbing seat and extends the lower surface of baffle (4) downwards, a plurality of hole has been seted up to the upper surface of baffle (4), the lower fixed surface of baffle (4) is connected with safety cover (13), the lower surface of safety cover (13) is netted.
6. A masonry structure system earthquake resistant and energy dissipating apparatus as claimed in claim 1, wherein: the inner wall fixedly connected with monitor probe (14) of main part case (1), the inside of monitor probe (14) is provided with shock-absorbing module, open mouth form is gone up in monitor probe (14).
7. A masonry structure system earthquake-resistant energy consumption method is characterized by comprising the following steps:
s1, welding the oppositely arranged sleeve supports on a U-shaped common steel nest in advance according to design requirements and well adjusted directions;
s2, respectively placing the U-shaped steel nests in window holes on two sides of the wall between the windows;
s3, screwing one end of the circular energy-consuming steel into the circular sleeve support to be connected, sleeving the circular energy-consuming steel on the buckling-restrained sleeve from the other end of the circular energy-consuming steel, and connecting the circular energy-consuming steel with the other circular energy-consuming steel through a high-strength closed turnbuckle, so that a complete energy-consuming steel bar with back-and-forth repeated tension and compression and hysteretic energy consumption is formed;
s4, repeating the step S3 according to design requirements, wherein the energy consumption steel bars are formed in the horizontal direction and the cross direction, and a local tension-compression energy dissipater is formed, namely the arrangement of the earthquake-resistant energy consumption of the window partition wall is completed;
s5, repeating the step S2 and the step S3 according to design requirements, arranging the inner side and the outer side of the wall body, and finally finishing the integral earthquake-resistant energy dissipation arrangement of the masonry structure;
s6, placing the anti-seismic energy-consumption masonry structure arranged in the step S5 on the equipment of claim 1, and performing anti-seismic energy-consumption detection.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010776500.XA CN111997400A (en) | 2020-08-05 | 2020-08-05 | Seismic-resistant energy consumption method and device for masonry structure system |
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| CN202010776500.XA CN111997400A (en) | 2020-08-05 | 2020-08-05 | Seismic-resistant energy consumption method and device for masonry structure system |
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