CN104631615B - Combined anti-seismic combination structure - Google Patents
Combined anti-seismic combination structure Download PDFInfo
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- CN104631615B CN104631615B CN201510027409.7A CN201510027409A CN104631615B CN 104631615 B CN104631615 B CN 104631615B CN 201510027409 A CN201510027409 A CN 201510027409A CN 104631615 B CN104631615 B CN 104631615B
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Abstract
The invention discloses a combined anti-seismic combination structure. According to the design, a concrete reinforcing layer serves as a foundation body, and piles and supporting rods are used for supporting and fixation, so that the good bearing capacity of a foundation is ensured. The whole foundation is designed to be in a big-end-up shape, the position of the gravity center of the foundation is improved, the lateral faces are stepped contact surfaces, and the contact area is increased. A water-tight screen can prevent water from permeating the foundation, and relieve sedimentation of the foundation. A 37 lime earth layer can prevent the concrete reinforcing layer from cracking, the anti-seismic function of the whole structure is improved, and a steel framework in a wall is high in intensity and bearing capacity. By the arrangement of a sound insulation layer and a fireproof heat insulation layer, the sound insulation, fireproof and heat insulation effects of the wall are improved. A concrete pouring layer fixes the sound insulation layer and the waterproof heat insulation layer, the firmness of the whole wall is improved, and the whole anti-seismic intensity is high.
Description
Technical field
The present invention relates to building field is and in particular to a kind of combined anti-seismic combinative structure.
Background technology
With the development of building trade, the technical requirements of building are increasingly improved, have preferably firm, antidetonation,
Sound insulation, the function such as heat-insulated.Traditional building structure has not adapted to the requirement of current building.
Content of the invention
For solving the above problems, the invention provides a kind of combined anti-seismic combinative structure.
For achieving the above object, the technical scheme that the present invention takes is：
A kind of combined anti-seismic combinative structure, including being anchored to the base plate of bottom of foundation ditch, be anchored to the top board at foundation ditch top,
It is provided with concrete cover above top board, the area of base plate is less than the area of top board, ground side is provided with stairstepping contact surface,
Space between base plate and top board has poured concrete strengthening layer, is provided with basalt grid cloth, in coagulation in concrete strengthening layer
It is provided with some pile posts and support bar, pile and support bar are arranged in a mutually vertical manner, pile and support bar are respectively in native back-up coat
It is fixed in foundation ditch, outside concrete strengthening layer, is provided with seepage proof curtain, between base plate and concrete strengthening layer, be provided with Radix Notoginseng ash
Soil layer, concrete cover side is anchored body of wall, is provided with some vertically disposed Os Draconis, Os Draconis are provided with body of wall
Fixed mount, is provided with reinforcement between fixed mount, body of wall is disposed with concrete lift, wall top surface, concrete lift,
Wall top surface is connected with body of wall by connecting post, and connecting post sequentially passes through concrete lift, wall top surface is threaded with solar energy
Cell panel, body of wall includes steel skeleton, is provided with puigging, is provided with fireproof thermal-insulation layer outside puigging outside steel skeleton,
Steel skeleton, puigging and fireproof thermal-insulation layer are linked together by concrete layer；It is anti-that the outside of concrete layer is provided with radiation
Penetrate plate, radiation reflective back is provided with contiguous block, and contiguous block is connected with concrete layer by epoxy resin adhesive, radiation
It is formed with air gap between reflecting plate and concrete layer；The inner side of concrete layer is provided with cement layer, is provided with cement layer
Several built-in pipes arranged in parallel.
Preferably, described fireproof thermal-insulation layer adopts foam cement.
Preferably, the material of described seepage proof curtain is Colophonium.
Preferably, described base plate and top board are quenched nickelclad.
Preferably, described grid cloth includes warp thread, top layer weft yarn and nexine weft yarn, in described nexine weft yarn, contain 70%
Above basalt fibre.
The invention has the advantages that：
By design by concrete strengthening layer be foundation body, and using pile and support bar supported fixation it is ensured that
Ground good bearing capacity.Whole ground is designed as up big and down small shape, improves the position of centre of gravity of ground, and side
For stairstepping contact surface, increase contact area.Seepage proof curtain can stop moisture from penetrating into, and slows down settlement of foundation.37 lime earth
Layer can prevent concrete strengthening layer from ftractureing, and improves overall function of seismic resistance, by arranging fixed mount on Os Draconis, increases
Os Draconis and the connection area of body of wall, between fixed mount, the reinforcement of setting can form triangular support configurations with Os Draconis, strengthens
The generally robust degree of body of wall, in body of wall, steel frame strength is high, and bearing capacity is strong.By arranging puigging, fireproof thermal-insulation layer, improve
The effect of the sound insulation of body of wall, fire prevention and insulation.By concrete lift, puigging, fireproof thermal-insulation layer are fixed, and
Improve the entire firmness of body of wall.Extraneous radiation can be reflected by the radiation reflective plate of wall outer side, reduces body of wall
Heat absorption.Air gap between radiation reflective plate and concrete lift serves and improves soundproof effect and accelerate radiating efficiency
Effect.People can as needed in convenient use cement layer built-in pipe, decrease the destruction to body of wall during finishing.The present invention
Overall anti-seismic structure is strong.
Brief description
Fig. 1 is a kind of overall structure figure of embodiment of the present invention combined anti-seismic combinative structure.
Fig. 2 is the structural representation of body of wall in Fig. 1.
Specific embodiment
In order that objects and advantages of the present invention become more apparent, with reference to embodiments the present invention is carried out further
Describe in detail.It should be appreciated that specific embodiment described herein, only in order to explain the present invention, is not used to limit this
Bright.
As shown in Figure 1-2, embodiments provide a kind of combined anti-seismic combinative structure, including being anchored to foundation ditch bottom
The base plate 1 in portion, it is anchored to the top board 7 at foundation ditch top, be provided with concrete cover 9 above top board 2, the area of base plate 1 is less than
The area of top board 7, ground side is provided with stairstepping contact surface 4, and the space between base plate 1 and top board 7 has poured concrete strengthening
Layer 5, is provided with basalt grid cloth in concrete strengthening layer 5, be provided with some pile posts 3 and support in concrete strengthening layer 5
Bar 6, pile 3 and support bar 6 are arranged in a mutually vertical manner, and pile 3 and support bar 6 are individually fixed in foundation ditch, outside concrete strengthening layer 5
Side is provided with seepage proof curtain 8, is provided with 37 lime earth layer 2 between base plate 1 and concrete strengthening layer 5, and concrete cover 9 side is anchored
Have body of wall 10, body of wall 10 be provided with some vertically disposed Os Draconis 12, Os Draconis 12 are provided with fixed mount, fixed mount it
Between be provided with reinforcement, body of wall 10 is disposed with concrete lift 11, wall top surface 13, concrete lift 11, wall top surface
13 are connected with body of wall 10 by connecting post 12, and connecting post 12 sequentially passes through concrete lift 11, wall top surface 13 is threaded with
Solar panel 14, body of wall 10 includes steel skeleton 19, is provided with puigging 20, outside puigging 20 outside steel skeleton 19
It is provided with fireproof thermal-insulation layer 18, steel skeleton 19, puigging 20 and fireproof thermal-insulation layer 18 are linked together by concrete layer 17；
The outside of concrete layer 17 is provided with radiation reflective plate 21, and radiation reflective plate 21 back side is provided with contiguous block 22, and contiguous block 22 leads to
Cross epoxy resin adhesive to be connected with concrete layer 17, between radiation reflective plate 21 and concrete layer 17, be formed with air gap
23；The inner side of concrete layer 17 is provided with cement layer 16, is provided with several built-in pipes arranged in parallel 15 in cement layer 16.
Described fireproof thermal-insulation layer 18 adopts foam cement.
The material of described seepage proof curtain 8 is Colophonium.
Described base plate 1 and top board 7 are quenched nickelclad.
Described grid cloth includes warp thread, top layer weft yarn and nexine weft yarn, in described nexine weft yarn containing more than 70% profound
Military rock fiber.
Originally being embodied as by designing by concrete strengthening layer is foundation body, and is supported using pile and support bar
Fixing it is ensured that the good bearing capacity of ground.Whole ground is designed as up big and down small shape, improves the center of gravity position of ground
Put, and side is stairstepping contact surface, increases contact area.Seepage proof curtain can stop moisture from penetrating into, and slow down ground and sink
Fall.37 lime earth layer can prevent concrete strengthening layer from ftractureing, and improves overall function of seismic resistance, solid by arranging on Os Draconis
Determine frame, increase the connection area of Os Draconis and body of wall, the reinforcement of setting can form triangle with Os Draconis and prop up between fixed mount
Support structure, strengthens the generally robust degree of body of wall, and in body of wall, steel frame strength is high, and bearing capacity is strong.By arranging puigging, fire prevention
Heat-insulation layer, improves the effect of sound insulation, fire prevention and the insulation of body of wall.By concrete lift by puigging, fireproof thermal-insulation layer
It is fixed, and improve the entire firmness of body of wall.Extraneous radiation can be reflected by the radiation reflective plate of wall outer side,
Reduce the heat absorption of body of wall.Air gap between radiation reflective plate and concrete lift serves raising soundproof effect and quickening
The effect of radiating efficiency.People can as needed in convenient use cement layer built-in pipe, decrease during finishing to body of wall
Destroy.Present invention entirety anti-seismic structure is strong.
The above is only the preferred embodiment of the present invention it is noted that ordinary skill people for the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (5)
1. a kind of combined anti-seismic combinative structure is it is characterised in that include being anchored to the base plate (1) of bottom of foundation ditch, being anchored to base
The top board (7) at hole top, is provided with concrete cover (9) above top board (2), and the area of base plate (1) is less than the face of top board (7)
Long-pending, ground side is provided with stairstepping contact surface (4), and the space between base plate (1) and top board (7) has poured concrete strengthening layer
(5), it is provided with basalt grid cloth in concrete strengthening layer (5), concrete strengthening layer (5) is provided with some pile posts (3)
With support bar (6), pile (3) and support bar (6) be arranged in a mutually vertical manner, and pile (3) and support bar (6) are individually fixed in foundation ditch
In, it is provided with seepage proof curtain (8) outside concrete strengthening layer (5), between base plate (1) and concrete strengthening layer (5), be provided with Radix Notoginseng
Grey soil layer (2), concrete cover (9) side be anchored have body of wall (10), be provided with body of wall (10) some vertically disposed
Os Draconis (12), Os Draconis are provided with fixed mount on (12), are provided with reinforcement between fixed mount, and body of wall is disposed with coagulation on (10)
Native LIFT (11), wall top surface (13), concrete lift (11), wall top surface (13) pass through connecting post (12) and body of wall (10) phase
Even, connecting post (12) sequentially passes through concrete lift (11), wall top surface (13) is threaded with solar panel (14), wall
Body (10) includes steel skeleton (19), is provided with puigging (20), puigging is provided with outside (20) outside steel skeleton (19)
Fireproof thermal-insulation layer (18), steel skeleton (19), puigging (20) and fireproof thermal-insulation layer (18) are connected to by concrete layer (17)
Together；The outside of concrete layer (17) is provided with radiation reflective plate (21), and radiation reflective plate (21) back side is provided with contiguous block
(22), contiguous block (22) is connected with concrete layer (17) by epoxy resin adhesive, radiation reflective plate (21) and concrete
It is formed with air gap (23) between layer (17)；The inner side of concrete layer (17) is provided with cement layer (16), in cement layer (16)
It is provided with several built-in pipes arranged in parallel (15).
2. a kind of combined anti-seismic combinative structure according to claim 1 is it is characterised in that described fireproof thermal-insulation layer (18)
Using foam cement.
3. a kind of combined anti-seismic combinative structure according to claim 1 is it is characterised in that described seepage proof curtain (8)
Material be Colophonium.
4. a kind of combined anti-seismic combinative structure according to claim 1 it is characterised in that described base plate (1) and top
Plate (7) is quenched nickelclad.
5. a kind of combined anti-seismic combinative structure according to claim 1 it is characterised in that described grid cloth include through
Yarn, top layer weft yarn and nexine weft yarn, in described nexine weft yarn containing more than 70% basalt fibre.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510027409.7A CN104631615B (en) | 2015-01-16 | 2015-01-16 | Combined anti-seismic combination structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510027409.7A CN104631615B (en) | 2015-01-16 | 2015-01-16 | Combined anti-seismic combination structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104631615A CN104631615A (en) | 2015-05-20 |
| CN104631615B true CN104631615B (en) | 2017-02-22 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201510027409.7A Expired - Fee Related CN104631615B (en) | 2015-01-16 | 2015-01-16 | Combined anti-seismic combination structure |
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Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105155715A (en) * | 2015-09-04 | 2015-12-16 | 山东建筑大学 | Shock absorbing building structure |
| CN105275109B (en) * | 2015-10-31 | 2018-07-17 | 黑龙江科技大学 | Anti-shock system based on steel construction |
| CN106351124B (en) * | 2016-09-18 | 2018-06-15 | 陕西铁路工程职业技术学院 | A kind of method for bridge construction |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2003025294A1 (en) * | 2001-09-14 | 2003-03-27 | Loc Ltd. Mauritius | Foundation construction in buildings with load-bearing insulation |
| CN202689208U (en) * | 2012-06-27 | 2013-01-23 | 上海企弘科技发展有限公司 | Novel wall suspension type heat preservation and sound insulation system |
| CN203569579U (en) * | 2013-10-14 | 2014-04-30 | 许建财 | Building foundation |
| CN103938792A (en) * | 2014-05-12 | 2014-07-23 | 韩秀军 | Built-in beam column composite wall plate |
-
2015
- 2015-01-16 CN CN201510027409.7A patent/CN104631615B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2003025294A1 (en) * | 2001-09-14 | 2003-03-27 | Loc Ltd. Mauritius | Foundation construction in buildings with load-bearing insulation |
| CN202689208U (en) * | 2012-06-27 | 2013-01-23 | 上海企弘科技发展有限公司 | Novel wall suspension type heat preservation and sound insulation system |
| CN203569579U (en) * | 2013-10-14 | 2014-04-30 | 许建财 | Building foundation |
| CN103938792A (en) * | 2014-05-12 | 2014-07-23 | 韩秀军 | Built-in beam column composite wall plate |
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| Publication number | Publication date |
|---|---|
| CN104631615A (en) | 2015-05-20 |
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