CN105201259B - Anti-seismic house construction structure - Google Patents
Anti-seismic house construction structure Download PDFInfo
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- CN105201259B CN105201259B CN201510596436.6A CN201510596436A CN105201259B CN 105201259 B CN105201259 B CN 105201259B CN 201510596436 A CN201510596436 A CN 201510596436A CN 105201259 B CN105201259 B CN 105201259B
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Abstract
The invention provides an anti-seismic house construction structure, and belongs to the technical field of construction engineering. The top of the structure comprises two top plates which are obliquely arranged and a vertical supporting plate which is arranged between the two top plates, wherein the top ends of four support columns are provided with horizontal reinforcing rods, and a corrugated pipe is arranged between the bottom ends of the two adjacent support columns; a cavity is arranged in each support column, and a supporting system casing pipe is arranged in the cavity; a same wire cable penetrates through a supporting system sleeve tube core, the top plate, the supporting plate and the reinforcing rod of the support columns and is fastened in an end-to-end manner, and the outer wall of each support column is provided with an air valve communicating the cavity and the exterior of the support column. By virtue of an inhaul-cable connection way of the wire cable, the anti-seismic house construction structure is convenient to disassemble and install; moreover, the firmness of the entire structure is improved; by adopting the corrugated pipe, the shaking of the entire structure can be effectively buffered; the supporting system casing pipe of a gravity distribution mechanism is arranged in the support column, so that the gravity core of the entire structure can be adjusted, and an effective anti-seismic effect can be realized.
Description
Technical field
The present invention relates to construction engineering technical field, specifically a kind of Antiseismic house builds structure.
Background technology
General, as in recent years natural disaster takes place frequently, earthquake is a kind of harm extraordinary serious natural calamity, and earthquake is made
Into property loss and casualties, collapse what is caused mainly due to building, what what earthquake came went is also fast, often
There is the even more than ten seconds very of short duration time at tens seconds, people are difficult within the so short time to be particularly high building from room
In escape, especially night, greatly all in sleep state, in the event of earthquake, the injures and deaths caused to personnel are just more tight for people
Weight, generation very not have rule of earthquake can be followed, and current technology also ram-jolt can not apply very accurate forecast over the ground, though now
Jing has some earthquake prewarning devices, but these earthquake prewarning devices are difficult popularity, therefore how to reduce building in earthquake
Thing collapse with floor fall the casualties that causes and property loss is that have problem to be solved at present.
General building all by more critically calculating and can predict all can possess certain during construction
Seismic behavior, but relative to the building on building site, particularly worker-house, all it is belonging to build temporarily, and input cost is less, convenient
Dismounting, but safety anti-vibration coefficient is relatively low, how to design a kind of easy disassembly, and also the higher Antiseismic house of shockproof coefficient builds knot
Structure, is current problem demanding prompt solution.
The content of the invention
The technical assignment of the present invention is to solve the deficiencies in the prior art, there is provided a kind of Antiseismic house builds structure.
The technical scheme is that what is realized in the following manner, a kind of Antiseismic house builds structure, the top bag of the structure
The vertically arranged gripper shoe for including two pieces of top boards being obliquely installed and being arranged between two pieces of top boards, two pieces of top boards are with regard to gripper shoe
Symmetrically, the top of four pillars is provided with horizontal bracing piece, the two ends below gripper shoe be fixed on two be parallel to each other plus
On strong bar,
The upper end of the gripper shoe connected with top board is provided with the draw-in groove of equi-spaced apart, offers in each draw-in groove through support
Three through holes of plate thickness；
The upper end of the top board connected with gripper shoe offers the fixture block of equi-spaced apart, and fixture block is corresponding with groove position, card
Block and draw-in groove match, and each fixture block offers a wire hole through top board and fixture block thickness；
Gripper shoe and top board carry out clamping by draw-in groove and fixture block, wherein, three through holes and a corresponding outlet
Hole overlaps and docks；
Four posts bottoms are embedded under Horizon mark face, and two adjacent pillar bottoms are connected with corrugated pipes, adjacent
The wave amplitude face of two corrugated pipes is perpendicular；
Cavity is provided with each pillar, it is sleeve pipe that support is provided with cavity；
With steel cable it is sleeve pipe tube core, top board, gripper shoe, bracing piece through the support of pillar and tightens two ends and close
Close, wherein between the fixture block and draw-in groove between top board, gripper shoe, wire hole and untwisting is passed by steel wire rope and is divided into three strands, three
Stock do not wear take over revolve again after three through holes strand collect for one, then through top board；
Support is that sleeve pipe is made up of first metal canula, two second metal canulas and two the 3rd metal canulas,
Cavity is provided with the first metal canula centrally along pillar axes, and the upper and lower ends of the first metal canula are respectively sleeved on the second gold medal
Category sleeve pipe, the abduction end of the second metal canula is respectively sleeved on the 3rd metal canula, the inwall of the 3rd metal canula and pillar without
Seam is tightly connected,
The two ends of the first metal canula, the second metal canula and the 3rd metal canula are arranged with spacing edge clipping, limiting card
The outer peripheral face of edge is provided with sealed groove, and rubber seal is provided with sealed groove；It is sleeve outer wall that rubber seal makes support
Pillar sky feelings chamber constitute sealing cavity；Prop up and the air valve that cavity is connected with the pillar external world is provided with column outer wall.
Four pillars are disposed as cylinder, four pillars be respectively positioned on same circumference and between two adjacent pillars between
A bracing piece is equipped between top away from two equal, adjacent pillars, bracing piece is vertical with pillar, and bracing piece has four
Root, four bracing pieces surround rectangle, and between the bottom of adjacent two pillars corrugated pipes are provided with, and corrugated pipes have four, four ripples
Unrestrained pipe surrounds rectangle, and the amplitude face of two orthogonal corrugated pipes is mutually perpendicular to.
Support is that sleeve pipe is made up of first metal canula, two second metal canulas and two the 3rd metal canulas,
The equal length of second metal canula and the 3rd metal canula,
The length of the first metal canula is the twice of the second metal canula,
The external diameter of the first metal canula is equal to the internal diameter of the second metal canula,
The external diameter of the second metal canula is equal to the internal diameter of the 3rd metal canula,
The outer wall of the 3rd metal canula is seamlessly connected with the inwall of pillar,
3rd metal canula is set in outside the second metal canula,
Second metal canula is set in outside the first metal canula,
Two the second metal canulas are symmetrical with regard to the first metal canula and two the 3rd metal canulas are with regard to the first metallic sheath
Pipe is symmetrical, first metal canula, between the second metal canula, the 3rd metal canula and pillar forms closed cavity, cavity
By the air valve on pillar and pillar ft connection.
The cross section of the first metal canula, the second metal canula and the 3rd metal canula is regular hexagon.
The produced compared with prior art beneficial effect of the present invention is：
A kind of Antiseismic house builds structure design exquisiteness, is connected by the drag-line of steel wire rope, not only easy disassembly, Er Qieti
The high firmness of total, by arranging corrugated tube, can effectively buffer rocking for total, by setting in pillar
The support for putting gravity distributor gear is sleeve pipe, can adjust the center of gravity of total, serves effective shockproof effect.
A kind of Antiseismic house builds reasonable in design, simple structure, safe and reliable, easy to use, easy to maintain, with very
Good popularizing value.
Description of the drawings
Fig. 1 is the schematic diagram that the Antiseismic house of the present invention builds structure；
Fig. 2 is that the Antiseismic house of the present invention builds the pillar of structure and the attachment structure schematic diagram of corrugated tube；
Fig. 3 is the structural representation of the pillar that the Antiseismic house of the present invention builds structure；
Fig. 4 is the cross-sectional view of the first metal canula that the Antiseismic house of the present invention builds structure；
Fig. 5 is that the attachment structure of the first metal canula and the second metal canula that the Antiseismic house of the present invention builds structure is illustrated
Figure；
Fig. 6 is the structural representation of the gripper shoe that the Antiseismic house of the present invention builds structure；
Fig. 7 is the structural representation of the top board that the Antiseismic house of the present invention builds structure.
Labelling in accompanying drawing is represented respectively：
1. pillar, 2. bracing piece, 3. top board, 4. gripper shoe, 5. corrugated pipes,
6. it is sleeve pipe to support, 7. the first metal canula, 8. the second metal canula, 9. the 3rd metal canula, 10. air valve,
11. cavitys, 12. rubber seal, 13. draw-in grooves, 14. through holes, 15. fixture blocks, 16. spacing edge clippings, 17. wire holes, 18. steel
Cord.
Specific embodiment
Build structure to a kind of Antiseismic house of the present invention below in conjunction with the accompanying drawings to be described in detail below.
As shown in drawings, a kind of Antiseismic house of the invention builds structure, and the top of the structure includes two pieces of tops being obliquely installed
Plate 3 and the vertically arranged gripper shoe 4 being arranged between two pieces of top boards, two pieces of top boards are symmetrical with regard to gripper shoe, four pillars 1
Top is provided with horizontal bracing piece 2, and the two ends of the lower section of gripper shoe 4 are fixed on two bracing pieces 2 being parallel to each other,
The upper end of the gripper shoe 4 connected with top board 3 is provided with the draw-in groove 13 of equi-spaced apart, offers in each draw-in groove and runs through
Support three through holes 14 of plate thickness；
The upper end of the top board 3 connected with gripper shoe offers the fixture block 15 of equi-spaced apart, and fixture block is corresponding with groove position,
Fixture block and draw-in groove match, and each fixture block 15 offers a wire hole 17 through top board and fixture block thickness；
Gripper shoe 4 and top board 3 carry out clamping by draw-in groove 13 and fixture block 15, wherein, three through holes 14 and corresponding
One wire hole 17 overlaps and docks；
Four bottoms of pillar 1 are embedded under Horizon mark face, and two adjacent pillar bottoms are connected with corrugated pipes 5, adjacent
Two corrugated pipes wave amplitude face it is perpendicular；
It is sleeve pipe 6 to be provided with each pillar 1 and be provided with support in cavity 11, cavity 11；
It is sleeve pipe tube core, top board, gripper shoe, bracing piece and tightens two ends with support of the steel cable 18 through pillar
Closure, wherein between the fixture block and draw-in groove between top board, gripper shoe, is passed wire hole and is untwisted and be divided into three strands by steel wire rope,
Three stocks do not wear take over revolve again after three through holes strand collect for one, then through top board；
Support is sleeve pipe 6 by 7, two second metal canulas 8 of first metal canula and two structures of the 3rd metal canula 9
Pillar axes are provided with the first metal canula 7 into, cavity, the upper and lower ends of the first metal canula 7 are respectively sleeved on
Second metal canula 8, the abduction end of the second metal canula 8 is respectively sleeved on the 3rd metal canula 9, the 3rd metal canula 9 with
The inwall seamless seal connection of post,
The two ends of the first metal canula, the second metal canula and the 3rd metal canula are arranged with spacing edge clipping 16, spacing
The outer peripheral face of edge clipping 16 is provided with sealed groove, and rubber seal 12 is provided with sealed groove；Rubber seal 12 makes the support be
The pillar sky feelings chamber of sleeve outer wall constitutes sealing cavity；Prop up and the air valve 10 that cavity is connected with the pillar external world is provided with column outer wall.
Four pillars are disposed as cylinder, four pillars be respectively positioned on same circumference and between two adjacent pillars between
A bracing piece is equipped between top away from two equal, adjacent pillars, bracing piece is vertical with pillar, and bracing piece has four
Root, four bracing pieces surround rectangle, and between the bottom of adjacent two pillars corrugated pipes are provided with, and corrugated pipes have four, four ripples
Unrestrained pipe surrounds rectangle, and the amplitude face of two orthogonal corrugated pipes is mutually perpendicular to.
Support is that sleeve pipe is made up of first metal canula, two second metal canulas and two the 3rd metal canulas,
The equal length of second metal canula and the 3rd metal canula,
The length of the first metal canula is the twice of the second metal canula,
The external diameter of the first metal canula is equal to the internal diameter of the second metal canula,
The external diameter of the second metal canula is equal to the internal diameter of the 3rd metal canula,
The outer wall of the 3rd metal canula is seamlessly connected with the inwall of pillar,
3rd metal canula is set in outside the second metal canula,
Second metal canula is set in outside the first metal canula,
Two the second metal canulas are symmetrical with regard to the first metal canula and two the 3rd metal canulas are with regard to the first metallic sheath
Pipe is symmetrical, first metal canula, between the second metal canula, the 3rd metal canula and pillar forms closed cavity, cavity
By the air valve on pillar and pillar ft connection.
The cross section of the first metal canula, the second metal canula and the 3rd metal canula is regular hexagon.
When mounted, after the completion of is built each part, the steel wire rope of each components interior is tensed, can just causes total
One is formed, four corrugated tubes 5 underground is embedded in into, then by air valve 10 to the inner inflatable of cavity 11, in the work of higher pressure
With under, the support of gravity distributor gear is the center lifting that each metal canula of sleeve pipe will cause pillar 1 so that whole pillar 1
It is more uniformly stressed.
When occur earthquake when, it is only necessary to the gas in cavity 11 is bled off by air valve 10, will cause the first metal canula 7,
Second metal canula 8 and the 3rd metal canula 9 are moved down, and just cause the 3rd metal canula 9, the second metal canula 8 and the
The layer overlaps of one metal canula 7, reduce the center of four pillars 1, such that the chassis of total relatively consolidates.
And between pillar 1 arrange corrugated tube 5, and carry out it is pre-buried, occur earthquake when, due to the rolling of total
Dynamic, the connection that can cause each part occurs to loosen and rock, and stress of the corrugated tube 5 just to rocking generation plays the work of buffering
With, and then keep the stability of total.
In top board 3 and the junction of gripper shoe 4, by the way that one point of three ground of steel wire rope is attached, using the steady of triangle
Qualitative principles so that connect more firmly and stable between part, in fact, it is so to be not only between top board 3 and gripper shoe 4
Connection, can adopt this connection side actually between bracing piece 2 and pillar 1, pillar 1 and top board 3, pillar 1 and corrugated tube 5
Formula.
Total possesses larger resiliency, instead of traditional rigidly connected design, shockproof effect than more prominent,
And more convenient dismounting.
Compared with prior art, the Antiseismic house builds architecture deft design, is connected by drag-line, not only conveniently tears open
Dress, and the firmness of total is improve, by arranging corrugated tube 5, rocking for total can be effectively buffered, pass through
The support that gravity distributor gear is arranged in pillar 1 is sleeve pipe, can adjust the center of total, is served effectively shockproof
Effect.
Claims (4)
1. a kind of Antiseismic house builds structure, it is characterised in that the top of the structure includes two pieces of top boards being obliquely installed and is arranged on two
Vertically arranged gripper shoe between block top board, two pieces of top boards are symmetrical with regard to gripper shoe, and the top of four pillars is provided with level
Bracing piece, the two ends below gripper shoe are fixed on two bracing pieces being parallel to each other,
The upper end of the gripper shoe connected with top board is provided with the draw-in groove of equi-spaced apart, offers in each draw-in groove through support thickness of slab
Three through holes of degree；
The upper end of the top board connected with gripper shoe offers the fixture block of equi-spaced apart, and fixture block is corresponding with groove position, fixture block and
Draw-in groove matches, and each fixture block offers a wire hole through top board and fixture block thickness；
Gripper shoe and top board carry out clamping by draw-in groove and fixture block, wherein, three through holes and a corresponding wire hole weight
Close docking；
Four posts bottoms are embedded under Horizon mark face, and two adjacent pillar bottoms are connected with corrugated pipes, adjacent two
The wave amplitude face of corrugated pipes is perpendicular；
Cavity is provided with each pillar, it is sleeve pipe that support is provided with cavity；
With steel cable through pillar support be sleeve pipe tube core, top board, gripper shoe, bracing piece and tighten two ends closure,
Between fixture block and draw-in groove wherein between top board, gripper shoe, passed wire hole and untwisted by steel wire rope and be divided into three strands, three stocks
Do not wear take over revolve again after three through holes strand collect for one, then through top board；
Support is that sleeve pipe is made up of first metal canula, two second metal canulas and two the 3rd metal canulas, cavity
Pillar axes are provided with the first metal canula, the upper and lower ends of the first metal canula are respectively sleeved on the second metallic sheath
Pipe, the abduction end of the second metal canula is respectively sleeved on the 3rd metal canula, and the 3rd metal canula is close with the interior wall seamless of pillar
Envelope connection,
The two ends of the first metal canula, the second metal canula and the 3rd metal canula are arranged with spacing edge clipping, spacing edge clipping
Outer peripheral face is provided with sealed groove, and rubber seal is provided with sealed groove；It is propping up for sleeve outer wall that rubber seal makes support
Post sky feelings chamber constitutes sealing cavity；Prop up and the air valve that cavity is connected with the pillar external world is provided with column outer wall.
2. a kind of Antiseismic house according to claim 1 builds structure, it is characterised in that：
Four pillars are disposed as cylinder, and four pillars are respectively positioned on same circumference and spacing phase between two adjacent pillars
Deng, a bracing piece is equipped between the top of adjacent two pillars, bracing piece is vertical with pillar, and bracing piece has four, and four
Root bracing piece surrounds rectangle, and between the bottom of adjacent two pillars corrugated pipes are provided with, and corrugated pipes have four, and four corrugated pipes enclose
Rectangular, the amplitude face of two orthogonal corrugated pipes is mutually perpendicular to.
3. a kind of Antiseismic house according to claim 1 builds structure, it is characterised in that：Support is sleeve pipe by first metal
Sleeve pipe, two second metal canulas and two the 3rd metal canulas are constituted, second metal canula and the 3rd metal canula
Equal length,
The length of the first metal canula is the twice of the second metal canula,
The external diameter of the first metal canula is equal to the internal diameter of the second metal canula,
The external diameter of the second metal canula is equal to the internal diameter of the 3rd metal canula,
The outer wall of the 3rd metal canula is seamlessly connected with the inwall of pillar,
3rd metal canula is set in outside the second metal canula,
Second metal canula is set in outside the first metal canula,
Two the second metal canulas are symmetrical with regard to the first metal canula and two the 3rd metal canulas are with regard to the first metal canula pair
Claim, first metal canula, closed cavity is formed between the second metal canula, the 3rd metal canula and pillar, cavity passes through
Air valve on pillar and pillar ft connection.
4. a kind of Antiseismic house according to claim 3 builds structure, it is characterised in that：First metal canula, the second metallic sheath
The cross section of pipe and the 3rd metal canula is regular hexagon.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510596436.6A CN105201259B (en) | 2015-09-18 | 2015-09-18 | Anti-seismic house construction structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510596436.6A CN105201259B (en) | 2015-09-18 | 2015-09-18 | Anti-seismic house construction structure |
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| Publication Number | Publication Date |
|---|---|
| CN105201259A CN105201259A (en) | 2015-12-30 |
| CN105201259B true CN105201259B (en) | 2017-05-17 |
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ID=54949185
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510596436.6A Active CN105201259B (en) | 2015-09-18 | 2015-09-18 | Anti-seismic house construction structure |
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Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107327041B (en) * | 2017-08-18 | 2019-06-28 | 温州市万丰建设工程有限公司 | A kind of Antiseismic house builds structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201198610Y (en) * | 2008-04-03 | 2009-02-25 | 新康卓科技股份有限公司 | Energy dissipator of buildings |
| CN101440635A (en) * | 2008-10-31 | 2009-05-27 | 官木喜 | One layer combined type light steel structure house and installation method thereof |
| CN101603329A (en) * | 2008-06-12 | 2009-12-16 | 林永军 | Light-weight aseismatic assembled building |
| CN204960450U (en) * | 2015-09-18 | 2016-01-13 | 中建八局第二建设有限公司 | Structure is built in antidetonation room |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6612014B2 (en) * | 2013-07-30 | 2019-11-27 | 株式会社サトウ | Seismic reinforcement device, seismic reinforcement structure, earthquake-resistant building, seismic reinforcement method |
-
2015
- 2015-09-18 CN CN201510596436.6A patent/CN105201259B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201198610Y (en) * | 2008-04-03 | 2009-02-25 | 新康卓科技股份有限公司 | Energy dissipator of buildings |
| CN101603329A (en) * | 2008-06-12 | 2009-12-16 | 林永军 | Light-weight aseismatic assembled building |
| CN101440635A (en) * | 2008-10-31 | 2009-05-27 | 官木喜 | One layer combined type light steel structure house and installation method thereof |
| CN204960450U (en) * | 2015-09-18 | 2016-01-13 | 中建八局第二建设有限公司 | Structure is built in antidetonation room |
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| CN105201259A (en) | 2015-12-30 |
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