CN208884703U - A kind of novel earthquake-resistant house - Google Patents
A kind of novel earthquake-resistant house Download PDFInfo
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- CN208884703U CN208884703U CN201821584503.8U CN201821584503U CN208884703U CN 208884703 U CN208884703 U CN 208884703U CN 201821584503 U CN201821584503 U CN 201821584503U CN 208884703 U CN208884703 U CN 208884703U
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Abstract
The utility model 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.The utility model mounting plate, 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
Technical field
The utility model belongs to house technical field, 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.
Utility model content
In order to solve the above-mentioned technical problem, the utility model provides a kind of novel earthquake-resistant house, existing to solve
Earthquake-resistant house cannot prevent ridge from collapsing and not having the problem of buffering extruding force there is that cannot prevent wall from collapsing.One
The novel earthquake-resistant house of kind, including support column, inserting column, taper ridge, fixed column, the first fixed link, baffle rotatably prop up
The tight holder structure of support, anti-extrusion buffer rod structure, and cushioning supportive grafting rod structure, spandrel girder, the first shank, second is fixed
Bar, mounting rod, pre-buried bar and door, the inserting column are bolted to the lower end middle position of support column respectively；Described
Taper ridge cap connects in the upper end of support column；The fixed column is bolted to lower end of the first fixed link or so two respectively
Side；The baffle is bolted to the left and right sides lower end of the first fixed link respectively；First fixed link is bolted
At left and right sides of the lower end of taper ridge；The rotatable support holds out against holder structure and is mounted between inserting column and inserting column；
The anti-extrusion buffering rod structure is mounted on the top between inserting column and inserting column；The cushioning supportive grafting rod structure
It is mounted on the upper end middle position between the first fixed link and the first fixed link；First shank is bolted to load-bearing
The left and right ends middle position of beam；The spandrel girder is mounted on upper between fixed column and fixed column by the first shank
Portion；First shank is plugged on the left and right sides top of fixed column respectively；The mounting rod is respectively welded at second
The left and right ends middle position of fixed link；The pre-buried bar is respectively welded at interposition at left and right sides of the lower end of the second fixed link
It sets；The door is bolted to the upper end middle position of the second fixed link；The rotatable support holds out against holder structure packet
Mounting plate, top-fastening rod, U-shaped seat, swingle, the second shank and the first connecting shaft are included, the top-fastening rod is welded on mounting plate
Lower position between mounting plate；The U-shaped seat is bolted to the left and right sides upper position of mounting plate under respectively
Portion position；Second shank is plugged on the front surface bosom position of U-shaped seat；Distinguish at the both ends of the swingle
It is welded on the outer wall middle position of the second shank；First connecting shaft is plugged on the interposition of swingle and swingle
It sets.
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, the utility model has the following beneficial effects:
1. in the utility model, the mounting plate, U-shaped seat, swingle, the second shank and the first connecting shaft are set
It sets, is beneficial to prevent wall and collapses, the use of support is played to wall.
2. in the utility model, the supporting beam support rod, the second connecting shaft, the setting of attachment base and hound has
Conducive to support taper ridge, prevent taper ridge from collapsing.
3. in the utility model, the bearing bar, separator tube, buffer spring, the setting of telescopic rod and pressing tight plate, favorably
In playing the role of buffering to support column, prevent support column from playing buffering to the extruding force of support column to skewing within doors.
4. in the utility model, the setting of the supporting beam and locating rod is conducive to install supporting beam, facilitates cone of support
Shape ridge.
5. in the utility model, the mounting plate, top-fastening rod, U-shaped seat, the setting of swingle and the second shank has
Conducive in wall inclination, play the role of support to wall.
6. in the utility model, the setting of the bearing bar and bolt is conducive to prevent load-bearing during earthquake
Bar sliding influences house support work.
7. in the utility model, the setting of first fixed link and baffle is beneficial to prevent fixed column and slants to two
, convenient to tighten fixed column during earthquake.
8. in the utility model, the setting of the spandrel girder and the first shank is beneficial to prevent the process in earthquake
Middle fixed column is squeezed to centre.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the utility model.
Fig. 2 is the right side structure schematic diagram of the support column of the utility model；
Fig. 3 is that the rotatable support of the utility model holds out against the structural schematic diagram of holder structure；
Fig. 4 is the structural schematic diagram of the anti-extrusion buffering rod structure of the utility model；
Fig. 5 is the structural schematic diagram of the cushioning supportive grafting rod structure of the utility model.
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 utility model is specifically described with reference to the accompanying drawing, as shown in attached drawing 1 to attached drawing 3, a kind of novel resists
Earthquake house, including support column 1, inserting column 2, taper ridge 3, fixed column 4, the first fixed link 5, baffle 6 can be rotated branch support
Tight holder structure 7, anti-extrusion buffer rod structure 8, and cushioning supportive grafting rod structure 9, spandrel girder 10, the first shank 11, second is solid
Fixed pole 12, mounting rod 13, pre-buried bar 14 and door 15, the inserting column 2 are bolted to respectively among the lower end of support column 1
Position；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 respectively
At left and right sides of 5 lower end；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 utility model, in use, the suitable position in the upper end that inserting column 2 is plugged on ground, mounting plate 71 is consolidated
It sets, when building a wall, mounting plate 71 and swingle 74 is built in the inside of wall, when encountering earthquake, pass through U-shaped seat 73 and swingle
74 support support columns 1, prevent support column 1 from collapsing, while preventing wall from causing damages to skewing within doors by swingle 74, encounter
When earthquake, taper ridge 3 is supported by bearing bar 81, prevents the upper end of support column 1 to skewing 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 event of an earthquake, taper ridge 3 is supported by supporting beam 91 and support rod 92, prevents the taper ridge 3 during earthquake
It collapses, plays a supporting role after deforming taper ridge 3, the first fixed link 5 is connected by locating rod 96, prevents the mistake in earthquake
Taper ridge 3 is fallen in journey, and then is played the role of earthquake-resistant.
Using technical solution described in the utility model or those skilled in the art in technical solutions of the utility model
Under inspiration, similar technical solution is designed, and reaches above-mentioned technical effect, is the protection model for falling into the utility model
It encloses.
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 is held 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) are bolted to support column (1) respectively
Lower end middle position；Taper ridge (3) lid connects in the upper end of support column (1)；Bolt connects the fixed column (4) respectively
It connects at left and right sides of the lower end of the first fixed link (5)；The baffle (6) is bolted to a left side for the first fixed link (5) respectively
Right two sides lower end；First fixed link (5) is bolted at left and right sides of the lower end of taper ridge (3)；Described turns
Dynamic support holds out against holder structure (7) and is mounted between inserting column (2) and inserting column (2)；Anti-extrusion buffering rod structure (8) peace
Top between inserting column (2) and inserting column (2)；It is fixed that the cushioning supportive grafting rod structure (9) is mounted on first
Upper end middle position between bar (5) and the first fixed link (5)；First shank (11) is bolted to spandrel girder
(10) left and right ends middle position；The spandrel girder (10) is mounted on fixed column (4) by the first shank (11) and consolidates
Top between fixed column (4)；First shank (11) is plugged on the left and right sides top of fixed column (4) respectively；It is described
Mounting rod (13) be respectively welded at the left and right ends middle position of the second fixed link (12)；The pre-buried bar (14) welds respectively
Connect the middle position at left and right sides of the lower end of the second fixed link (12)；The door (15) is bolted to the second fixed link
(12) upper end middle position；It includes mounting plate (71) that the rotatable support, which holds out against holder structure (7), and top-fastening rod (72) is U-shaped
Seat (73), swingle (74), the second shank (75) and the first connecting shaft (76), the top-fastening rod (72) are welded on mounting plate
(71) lower position between mounting plate (71)；The U-shaped seat (73) is bolted to the left and right of mounting plate (71) respectively
Two sides upper position and lower position；Second shank (75) is plugged on the front surface bosom position of U-shaped seat (73)
It sets；The both ends of the swingle (74) are respectively welded at the outer wall middle position of the second shank (75)；Described first connects
Spindle (76) is plugged on the middle position of swingle (74) and swingle (74).
2. novel earthquake-resistant house as described in claim 1, which is characterized in that the anti-extrusion buffers rod structure (8)
It is described including bearing bar (81), bolt (82), separator tube (83), buffer spring (84), telescopic rod (85) and pressing tight plate (86)
Bolt (82) is plugged on the left and right ends bosom position of bearing bar (81) respectively；The separator tube (83) is welded on load-bearing
The lower end middle position of bar (81)；The buffer spring (84) is welded between telescopic rod (85) and telescopic rod (85)；It is described
Pressing tight plate (86) be respectively welded at the left and right ends of telescopic rod (85)；The buffer spring (84) is plugged on separator tube (83)
Bosom position；The telescopic rod (85) is plugged on the left and right ends bosom position of separator tube (83) respectively.
3. novel earthquake-resistant house as described in claim 1, which is characterized in that the cushioning supportive grafting rod structure
It (9) include supporting beam (91), support rod (92), the second connecting shaft (93), attachment base (94), hound (95) and locating rod
(96), the support rod (92) is welded on the upper end middle position of supporting beam (91)；Described the second connecting shaft (93) grafting
In the front surface middle position of attachment base (94)；The upper end of the support rod (92) is welded on the lower end of the second connecting shaft (93)
Middle position；One end of the hound (95) is respectively welded at the left and right sides lower part of support rod (92)；The positioning
At left and right sides of the lower end for being respectively welded at supporting beam (91) of bar (96).
4. novel earthquake-resistant house as described in claim 1, which is characterized in that the second fixed link (12) setting exists
Position between fixed column (4) and fixed column (4)；The mounting rod (13) is plugged on the left and right sides of fixed column (4) respectively
Lower position；The baffle (6) is separately positioned at left and right sides of the upper end of fixed column (4).
5. novel earthquake-resistant house as described in claim 1, which is characterized in that the mounting plate (71) uses cuboid
Stainless steel plate；The swingle (74) uses stainless steel.
6. novel earthquake-resistant house as described in claim 1, which is characterized in that bolt connects the mounting plate (71) respectively
It connects in the inner wall lower position of support column (1).
7. novel earthquake-resistant house as claimed in claim 2, which is characterized in that the pressing tight plate (86) uses cuboid
Stainless steel plate.
8. novel earthquake-resistant house as claimed in claim 2, which is characterized in that the bearing bar (81) extends through branch
The upper end bosom position of dagger (1)；The bolt (82) is separately positioned at left and right sides of the upper end of support column (1).
9. novel earthquake-resistant house as claimed in claim 3, which is characterized in that the attachment base (94) is bolted to
The inner tip middle position of taper ridge (3)；The other end of the hound (95) is bolted to taper ridge respectively
(3) inner wall middle position；The supporting beam (91) is bolted to the lower end of taper ridge (3)；The locating rod
(96) it is plugged on the upper end middle position of the first fixed link (5) respectively.
10. novel earthquake-resistant house as claimed in claim 3, which is characterized in that the hound (95) is using stainless
Steel pole；The locating rod (96) uses stainless steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821584503.8U CN208884703U (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 |
|---|---|---|---|
| CN201821584503.8U CN208884703U (en) | 2018-09-28 | 2018-09-28 | A kind of novel earthquake-resistant house |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208884703U true CN208884703U (en) | 2019-05-21 |
Family
ID=66514224
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821584503.8U Expired - Fee Related CN208884703U (en) | 2018-09-28 | 2018-09-28 | A kind of novel earthquake-resistant house |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208884703U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108915079A (en) * | 2018-09-28 | 2018-11-30 | 吴宇 | A kind of novel earthquake-resistant house |
| CN110295767A (en) * | 2019-07-15 | 2019-10-01 | 福建同坤建设有限公司 | A kind of house construction engineering building for temporary habitation structure |
-
2018
- 2018-09-28 CN CN201821584503.8U patent/CN208884703U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108915079A (en) * | 2018-09-28 | 2018-11-30 | 吴宇 | A kind of novel earthquake-resistant house |
| CN110295767A (en) * | 2019-07-15 | 2019-10-01 | 福建同坤建设有限公司 | A kind of house construction engineering building for temporary habitation structure |
| CN110295767B (en) * | 2019-07-15 | 2020-07-07 | 福建同坤建设有限公司 | Temporary housing structure for house construction project |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190521 Termination date: 20190928 |