CN108915079A - A kind of novel earthquake-resistant house - Google Patents

A kind of novel earthquake-resistant house Download PDF

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Publication number
CN108915079A
CN108915079A CN201811134917.5A CN201811134917A CN108915079A CN 108915079 A CN108915079 A CN 108915079A CN 201811134917 A CN201811134917 A CN 201811134917A CN 108915079 A CN108915079 A CN 108915079A
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CN
China
Prior art keywords
rod
column
middle position
support
fixed link
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Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201811134917.5A
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Chinese (zh)
Inventor
吴宇
丁月
陈泽凤
Original Assignee
吴宇
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Publication date
Application filed by 吴宇 filed Critical 吴宇
Priority to CN201811134917.5A priority Critical patent/CN108915079A/en
Publication of CN108915079A publication Critical patent/CN108915079A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H9/00Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate
    • E04H9/02Buildings, or groups of buildings, or shelters adapted to withstand or provide protection against abnormal external influences, e.g. war-like action, earthquake, extreme climate withstanding earthquake or sinking of ground
    • E04H9/021Bearing, supporting or connecting constructions specially adapted for such buildings

Abstract

The present invention provides a kind of novel earthquake-resistant house, including support column, inserting column, taper ridge, fixed column, the first fixed link, baffle, rotatably support holds out against holder structure, and anti-extrusion buffers rod structure, cushioning supportive grafting rod structure, spandrel girder, the first shank, second fixed link, mounting rod, pre-buried bar and door, the inserting column are bolted to the lower end middle position of support column respectively.Mounting plate of the present invention, U-shaped seat, swingle, the setting of the second shank and the first connecting shaft are beneficial to prevent wall and collapse, and the use of support is played to wall;Supporting beam support rod, the second connecting shaft, the setting of attachment base and hound are conducive to support taper ridge, prevent taper ridge from collapsing;The setting of bearing bar, separator tube, buffer spring, telescopic rod and pressing tight plate is conducive to play the role of buffering to support column, prevents support column from playing buffering to the extruding force of support column to skewing within doors.

Description

A kind of novel earthquake-resistant house
Technical field
The invention belongs to house technical fields, more particularly to a kind of novel earthquake-resistant house.
Background technique
The disaster that earthquake is brought be it is huge, especially earthquake causes house collapse, serious to compromise people Class life security;Huge property loss also is caused to the mankind simultaneously.Because the invention one kind can resist earthquake disaster, earthquake hair The earthquake-resistant house that will not collapse when raw is that people make great efforts the vital task solved for a long time.
China Patent Publication No. is CN201401038, and invention and created name is a kind of earthquake-resistant house, including house, Level ground composition is equipped with upper steel plate and lower steel plate, upper steel plate and lower steel plate are respectively overall structure below terrace;In upper steel plate Steel ball is equipped between lower steel plate;Reinforcing bar in the aerial part wall and concrete frame in house is mutually welded with upper steel plate, under It is mutually welded with underground foundation stake the lower part of steel plate.But existing earthquake-resistant house be there is also that cannot prevent wall from collapsing, no It can prevent ridge from collapsing and not having the problem of buffering extruding force.
Therefore, the novel earthquake-resistant house of one kind is invented to be very necessary.
Summary of the invention
In order to solve the above technical problem, the present invention provides a kind of novel earthquake-resistant house, with solve it is existing anti-ly House is shaken there is that cannot prevent wall from collapsing, and cannot prevent ridge from collapsing and not having the problem of buffering extruding force.It is a kind of new The earthquake-resistant house of type, including support column, inserting column, taper ridge, fixed column, the first fixed link, baffle can be rotated branch support Tight holder structure, anti-extrusion buffer rod structure, cushioning supportive grafting rod structure, spandrel girder, the first shank, the second fixed link, peace Bar is filled, pre-buried bar and door, the inserting column are bolted to the lower end middle position of support column respectively;The taper room Ridge capping connects in the upper end of support column;The fixed column is bolted to respectively at left and right sides of the lower end of the first fixed link;It is described Baffle be bolted to the left and right sides lower end of the first fixed link respectively;First fixed link is bolted to taper room At left and right sides of the lower end of ridge;The rotatable support holds out against holder structure and is mounted between inserting column and inserting column;Described is anti- It squeezes buffering rod structure and is mounted on the top between inserting column and inserting column;The cushioning supportive grafting rod structure is mounted on Upper end middle position between one fixed link and the first fixed link;First shank is bolted to the left and right of spandrel girder Both ends middle position;The spandrel girder is mounted on the top between fixed column and fixed column by the first shank;Described First shank is plugged on the left and right sides top of fixed column respectively;The mounting rod is respectively welded at a left side for the second fixed link Right both ends middle position;The pre-buried bar is respectively welded at middle position at left and right sides of the lower end of the second fixed link;Described Door is bolted to the upper end middle position of the second fixed link;It includes mounting plate that the rotatable support, which holds out against holder structure, Top-fastening rod, U-shaped seat, swingle, the second shank and the first connecting shaft, the top-fastening rod be welded on mounting plate and mounting plate it Between lower position;The U-shaped seat is bolted to the left and right sides upper position and lower position of mounting plate respectively;It is described The second shank be plugged on the front surface bosom position of U-shaped seat;The both ends of the swingle are respectively welded at second The outer wall middle position of shank;First connecting shaft is plugged on the middle position of swingle and swingle.
Preferably, the described anti-extrusion buffering rod structure includes bearing bar, bolt, separator tube, buffer spring, telescopic rod and Pressing tight plate, the bolt are plugged on the left and right ends bosom position of bearing bar respectively;The separator tube, which is welded on, to be held The lower end middle position of weight bar;The buffer spring is welded between telescopic rod and telescopic rod;The pressing tight plate welds respectively It connects in the left and right ends of telescopic rod;The buffer spring is plugged on the bosom position of separator tube;The telescopic rod point It is not plugged on the left and right ends bosom position of separator tube.
Preferably, the cushioning supportive grafting rod structure includes supporting beam, support rod, the second connecting shaft, attachment base, tiltedly Strut and locating rod, the support rod are welded on the upper end middle position of supporting beam;Second connecting shaft is plugged on company The front surface middle position of joint chair;The upper end of the support rod is welded on the lower end middle position of the second connecting shaft;Described One end of hound is respectively welded at the left and right sides lower part of support rod;The locating rod is respectively welded under supporting beam The end left and right sides.
Preferably, the position between fixed column and fixed column is arranged in second fixed link;The mounting rod point It is not plugged on the left and right sides lower position of fixed column;The baffle is separately positioned at left and right sides of the upper end of fixed column.
Preferably, the mounting plate uses the stainless steel plate of cuboid;The swingle uses stainless steel.
Preferably, the mounting plate is bolted to the inner wall lower position of support column respectively.
Preferably, the pressing tight plate uses the stainless steel plate of cuboid.
Preferably, the bearing bar extends through the upper end bosom position of support column;The bolt is set respectively It sets at left and right sides of the upper end of support column.
Preferably, the attachment base is bolted to the inner tip middle position of taper ridge;The hound The other end be bolted to the inner wall middle position of taper ridge respectively;The supporting beam is bolted to taper ridge Lower end;The locating rod is plugged on the upper end middle position of the first fixed link respectively.
Preferably, the hound uses stainless steel;The locating rod uses stainless steel.
Compared with prior art, beneficial effects of the present invention are:
1. in the present invention, the mounting plate, U-shaped seat, swingle, the setting of the second shank and the first connecting shaft is conducive to It prevents wall from collapsing, the use of support is played to wall.
2. in the present invention, the supporting beam support rod, the second connecting shaft, the setting of attachment base and hound is conducive to Taper ridge is supported, prevents taper ridge from collapsing.
3. in the present invention, the bearing bar, separator tube, buffer spring, the setting of telescopic rod and pressing tight plate is conducive to pair Support column plays the role of buffering, prevents support column from playing buffering to the extruding force of support column to skewing within doors.
4. in the present invention, the setting of the supporting beam and locating rod is conducive to install supporting beam, facilitate support taper room Ridge.
5. in the present invention, the mounting plate, top-fastening rod, U-shaped seat, the setting of swingle and the second shank is conducive to In wall inclination, play the role of support to wall.
6. in the present invention, the setting of the bearing bar and bolt is conducive to prevent bearing bar sliding during earthquake It is dynamic, influence house support work.
7. in the present invention, the setting of first fixed link and baffle is beneficial to prevent fixed column and skews to two sides, side Just fixed column is tightened during earthquake.
8. in the present invention, the setting of the spandrel girder and the first shank is beneficial to prevent solid during earthquake Fixed column is squeezed to centre.
Detailed description of the invention
Fig. 1 is structural schematic diagram of the invention.
Fig. 2 is the right side structure schematic diagram of support column of the invention.
Fig. 3 is the structural schematic diagram that rotatable support of the invention holds out against holder structure.
Fig. 4 is the structural schematic diagram of anti-extrusion buffering rod structure of the invention.
Fig. 5 is the structural schematic diagram of cushioning supportive grafting rod structure of the invention.
In figure:1, support column;2, inserting column;3, taper ridge;4, fixed column;5, the first fixed link;6, baffle;7, can turn Dynamic support holds out against holder structure;71, mounting plate;72, top-fastening rod;73, U-shaped seat;74, swingle;75, the second shank;76, first Connecting shaft;8, anti-extrusion buffers rod structure;81, bearing bar;82, bolt;83, separator tube;84, buffer spring;85, telescopic rod; 86, pressing tight plate;9, cushioning supportive grafting rod structure;91, supporting beam;92, support rod;93, the second connecting shaft;94, attachment base; 95, hound;96, locating rod;10, spandrel girder;11, the first shank;12, the second fixed link;13, mounting rod;14, pre-buried Bar;15, door.
Specific embodiment
The present invention is specifically described with reference to the accompanying drawing, it is a kind of novel antiseismic as shown in attached drawing 1 to attached drawing 3 House, including support column 1, inserting column 2, taper ridge 3, fixed column 4, the first fixed link 5, baffle 6, rotatably support holds out against seat Structure 7, anti-extrusion buffer rod structure 8, cushioning supportive grafting rod structure 9, spandrel girder 10, the first shank 11, the second fixed link 12, mounting rod 13, pre-buried bar 14 and door 15, the inserting column 2 are bolted to the lower end interposition of support column 1 respectively It sets;The lid of taper ridge 3 connects in the upper end of support column 1;The fixed column 4 is bolted to the first fixed link 5 respectively Lower end at left and right sides of;The baffle 6 is bolted to the left and right sides lower end of the first fixed link 5 respectively;Described first Fixed link 5 is bolted at left and right sides of the lower end of taper ridge 3;The rotatable support hold out against holder structure 7 be mounted on it is slotting It connects between column 2 and inserting column 2;The anti-extrusion buffering rod structure 8 is mounted on the top between inserting column 2 and inserting column 2;Institute The cushioning supportive grafting rod structure 9 stated is mounted on the upper end middle position between the first fixed link 5 and the first fixed link 5;It is described The first shank 11 be bolted to the left and right ends middle position of spandrel girder 10;The spandrel girder 10 passes through the first grafting Bar 11 is mounted on the top between fixed column 4 and fixed column 4;First shank 11 is plugged on a left side for fixed column 4 respectively Right two upper lateral parts;The mounting rod 13 is respectively welded at the left and right ends middle position of the second fixed link 12;Described is pre-buried Bar 14 is respectively welded at middle position at left and right sides of the lower end of the second fixed link 12;It is solid that the door 15 is bolted to second The upper end middle position of fixed pole 12;It includes mounting plate 71, top-fastening rod 72, U-shaped seat that the rotatable support, which holds out against holder structure 7, 73, swingle 74, the second shank 75 and the first connecting shaft 76, the top-fastening rod 72 are welded on mounting plate 71 and mounting plate 71 Between lower position;The U-shaped seat 73 is bolted to the left and right sides upper position and lower portion of mounting plate 71 respectively It sets;Second shank 75 is plugged on the front surface bosom position of U-shaped seat 73;The both ends of the swingle 74 point It is not welded on the outer wall middle position of the second shank 75;First connecting shaft 76 is plugged on swingle 74 and swingle 74 Middle position;In use, the suitable position in the upper end that inserting column 2 is plugged on ground, mounting plate 71 is fixed, is built a wall When, mounting plate 71 and swingle 74 are built in the inside of wall, when encountering earthquake, pass through U-shaped seat 73 and the support branch of swingle 74 Dagger 1 prevents support column 1 from collapsing, while preventing wall to skewing within doors by swingle 74, causes damages.
In the present embodiment, in conjunction with shown in attached drawing 4, the anti-extrusion buffering rod structure 8 includes bearing bar 81, bolt 82, separator tube 83, buffer spring 84, telescopic rod 85 and pressing tight plate 86, the bolt 82 are plugged on a left side for bearing bar 81 respectively Right both ends bosom position;The separator tube 83 is welded on the lower end middle position of bearing bar 81;The buffer spring 84 are welded between telescopic rod 85 and telescopic rod 85;The pressing tight plate 86 is respectively welded at the left and right ends of telescopic rod 85;Institute The buffer spring 84 stated is plugged on the bosom position of separator tube 83;The telescopic rod 85 is plugged on separator tube 83 respectively Left and right ends bosom position;When encountering earthquake, by bearing bar 81 support taper ridge 3, prevent the upper end of support column 1 to It skews within doors, by buffer spring 84, telescopic rod 85 and the opposite wall inclined within doors of pressing tight plate 86 carry out buffer function, prevent Wall and support column 1 to skewing within doors.
In the present embodiment, in conjunction with shown in attached drawing 5, the cushioning supportive grafting rod structure 9 includes supporting beam 91, support Bar 92, the second connecting shaft 93, attachment base 94, hound 95 and locating rod 96, the support rod 92 are welded on supporting beam 91 Upper end middle position;Second connecting shaft 93 is plugged on the front surface middle position of attachment base 94;The support rod 92 Upper end be welded on the lower end middle position of the second connecting shaft 93;One end of the hound 95 is respectively welded at support rod 92 Left and right sides lower part;At left and right sides of the lower end for being respectively welded at supporting beam 91 of the locating rod 96;In the event of an earthquake, Taper ridge 3 is supported by supporting beam 91 and support rod 92, prevents the taper ridge 3 during earthquake from collapsing, makes taper room Ridge 3 is played a supporting role after deforming, and is connected the first fixed link 5 by locating rod 96, is prevented the taper ridge 3 during earthquake It falls.
In the present embodiment, specifically, the position between fixed column 4 and fixed column 4 is arranged in second fixed link 12 It sets;The mounting rod 13 is plugged on the left and right sides lower position of fixed column 4 respectively;The baffle 6 is separately positioned on solid At left and right sides of the upper end of fixed column 4.
In the present embodiment, specifically, stainless steel plate of the mounting plate 71 using cuboid;The swingle 74 Using stainless steel.
In the present embodiment, specifically, the mounting plate 71 is bolted to the inner wall lower position of support column 1 respectively It sets.
In the present embodiment, specifically, stainless steel plate of the pressing tight plate 86 using cuboid.
In the present embodiment, specifically, the bearing bar 81 extends through the upper end bosom position of support column 1; The bolt 82 is separately positioned at left and right sides of the upper end of support column 1.
In the present embodiment, specifically, the attachment base 94 is bolted to the inner tip interposition of taper ridge 3 It sets;The other end of the hound 95 is bolted to the inner wall middle position of taper ridge 3 respectively;The supporting beam 91 It is bolted to the lower end of taper ridge 3;The locating rod 96 is plugged on the upper end middle position of the first fixed link 5 respectively.
In the present embodiment, specifically, the hound 95 uses stainless steel;The locating rod 96 is using stainless Steel pole.
Working principle
In the present invention, in use, the suitable position in the upper end that inserting column 2 is plugged on ground, mounting plate 71 is fixed, is built a wall When, mounting plate 71 and swingle 74 are built in the inside of wall, when encountering earthquake, pass through U-shaped seat 73 and the support branch of swingle 74 Dagger 1 prevents support column 1 from collapsing, while preventing wall from causing damages to skewing within doors by swingle 74, when encountering earthquake, Taper ridge 3 is supported by bearing bar 81, prevents the upper end of support column 1 to skewing within doors, passes through buffer spring 84, telescopic rod 85 Buffer function is carried out with the opposite wall inclined within doors of pressing tight plate 86, prevents wall and support column 1 to skewing within doors, is encountering ground When shake, taper ridge 3 is supported by supporting beam 91 and support rod 92, prevents the taper ridge 3 during earthquake from collapsing, makes to bore Shape ridge 3 is played a supporting role after deforming, and is connected the first fixed link 5 by locating rod 96, is prevented taper during earthquake Ridge 3 is fallen, and then is played the role of earthquake-resistant.
Using technical solutions according to the invention or those skilled in the art under the inspiration of technical solution of the present invention, Similar technical solution is designed, and reaches above-mentioned technical effect, is to fall into protection scope of the present invention.

Claims (10)

1. a kind of novel earthquake-resistant house, which is characterized in that the novel earthquake-resistant house includes support column(1), inserting column (2), taper ridge(3), fixed column(4), the first fixed link(5), baffle(6), rotatably support holds out against holder structure(7), anti-extrusion Pressure buffering rod structure(8), cushioning supportive grafting rod structure(9), spandrel girder(10), the first shank(11), the second fixed link (12), mounting rod(13), pre-buried bar(14)And door(15), the inserting column(2)It is bolted to support column respectively(1)'s Lower end middle position;The taper ridge(3)Lid connects in support column(1)Upper end;The fixed column(4)Bolt connects respectively It connects in the first fixed link(5)Lower end at left and right sides of;The baffle(6)It is bolted to the first fixed link respectively(5)A left side Right two sides lower end;First fixed link(5)It is bolted to taper ridge(3)Lower end at left and right sides of;Described turns Dynamic support holds out against holder structure(7)It is mounted on inserting column(2)And inserting column(2)Between;The anti-extrusion buffers rod structure(8)Peace Mounted in inserting column(2)And inserting column(2)Between top;The cushioning supportive grafting rod structure(9)It is fixed to be mounted on first Bar(5)With the first fixed link(5)Between upper end middle position;First shank(11)It is bolted to spandrel girder (10)Left and right ends middle position;The spandrel girder(10)Pass through the first shank(11)It is mounted on fixed column(4)With it is solid Fixed column(4)Between top;First shank(11)It is plugged on fixed column respectively(4)Left and right sides top;It is described Mounting rod(13)It is respectively welded at the second fixed link(12)Left and right ends middle position;The pre-buried bar(14)It welds respectively It connects in the second fixed link(12)Lower end at left and right sides of middle position;The door(15)It is bolted to the second fixed link (12)Upper end middle position;The rotatable support holds out against holder structure(7)Including mounting plate(71), top-fastening rod(72), U-shaped Seat(73), swingle(74), the second shank(75)With the first connecting shaft(76), the top-fastening rod(72)It is welded on mounting plate (71)And mounting plate(71)Between lower position;The U-shaped seat(73)It is bolted to mounting plate respectively(71)Left and right Two sides upper position and lower position;Second shank(75)It is plugged on U-shaped seat(73)Front surface bosom position It sets;The swingle(74)Both ends be respectively welded at the second shank(75)Outer wall middle position;Described first connects Spindle(76)It is plugged on swingle(74)And swingle(74)Middle position.
2. novel earthquake-resistant house as described in claim 1, which is characterized in that the anti-extrusion buffers rod structure(8) Including bearing bar(81), bolt(82), separator tube(83), buffer spring(84), telescopic rod(85)And pressing tight plate(86), described Bolt(82)It is plugged on bearing bar respectively(81)Left and right ends bosom position;The separator tube(83)It is welded on load-bearing Bar(81)Lower end middle position;The buffer spring(84)It is welded on telescopic rod(85)And telescopic rod(85)Between;It is described Pressing tight plate(86)It is respectively welded at telescopic rod(85)Left and right ends;The buffer spring(84)It is plugged on separator tube(83) Bosom position;The telescopic rod(85)It is plugged on separator tube respectively(83)Left and right ends bosom position.
3. novel earthquake-resistant house as described in claim 1, which is characterized in that the cushioning supportive grafting rod structure (9)Including supporting beam(91), support rod(92), the second connecting shaft(93), attachment base(94), hound(95)And locating rod (96), the support rod(92)It is welded on supporting beam(91)Upper end middle position;Second connecting shaft(93)Grafting In attachment base(94)Front surface middle position;The support rod(92)Upper end be welded on the second connecting shaft(93)Lower end Middle position;The hound(95)One end be respectively welded at support rod(92)Left and right sides lower part;The positioning Bar(96)Be respectively welded at supporting beam(91)Lower end at left and right sides of.
4. novel earthquake-resistant house as described in claim 1, which is characterized in that second fixed link(12)Setting exists Fixed column(4)And fixed column(4)Between position;The mounting rod(13)It is plugged on fixed column respectively(4)The left and right sides Lower position;The baffle(6)It is separately positioned on fixed column(4)Upper end at left and right sides of.
5. novel earthquake-resistant house as described in claim 1, which is characterized in that the mounting plate(71)Using cuboid Stainless steel plate;The swingle(74)Using stainless steel.
6. novel earthquake-resistant house as described in claim 1, which is characterized in that the mounting plate(71)Bolt connects respectively It connects in support column(1)Inner wall lower position.
7. novel earthquake-resistant house as claimed in claim 2, which is characterized in that the pressing tight plate(86)Using cuboid Stainless steel plate.
8. novel earthquake-resistant house as claimed in claim 2, which is characterized in that the bearing bar(81)Extend through branch Dagger(1)Upper end bosom position;The bolt(82)It is separately positioned on support column(1)Upper end at left and right sides of.
9. novel earthquake-resistant house as claimed in claim 3, which is characterized in that the attachment base(94)It is bolted to Taper ridge(3)Inner tip middle position;The hound(95)The other end be bolted to taper ridge respectively (3)Inner wall middle position;The supporting beam(91)It is bolted to taper ridge(3)Lower end;The locating rod (96)It is plugged on the first fixed link respectively(5)Upper end middle position.
10. novel earthquake-resistant house as claimed in claim 3, which is characterized in that the hound(95)Using stainless Steel pole;The locating rod(96)Using stainless steel.
CN201811134917.5A 2018-09-28 2018-09-28 A kind of novel earthquake-resistant house Pending CN108915079A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201811134917.5A CN108915079A (en) 2018-09-28 2018-09-28 A kind of novel earthquake-resistant house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201811134917.5A CN108915079A (en) 2018-09-28 2018-09-28 A kind of novel earthquake-resistant house

Publications (1)

Publication Number Publication Date
CN108915079A true CN108915079A (en) 2018-11-30

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ID=64409361

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201811134917.5A Pending CN108915079A (en) 2018-09-28 2018-09-28 A kind of novel earthquake-resistant house

Country Status (1)

Country Link
CN (1) CN108915079A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110042964A (en) * 2019-05-08 2019-07-23 湖南城建职业技术学院 A kind of Architectural Equipment with shock-absorbing function

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110042964A (en) * 2019-05-08 2019-07-23 湖南城建职业技术学院 A kind of Architectural Equipment with shock-absorbing function

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