CN212200744U - Ecological garden house with high anti-seismic performance - Google Patents

Ecological garden house with high anti-seismic performance Download PDF

Info

Publication number
CN212200744U
CN212200744U CN202020643301.7U CN202020643301U CN212200744U CN 212200744 U CN212200744 U CN 212200744U CN 202020643301 U CN202020643301 U CN 202020643301U CN 212200744 U CN212200744 U CN 212200744U
Authority
CN
China
Prior art keywords
house
pile
foundation
house main
raft foundation
Prior art date
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.)
Active
Application number
CN202020643301.7U
Other languages
Chinese (zh)
Inventor
陆建丰
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jiaxing Ruida Construction Co ltd
Original Assignee
Jiaxing Ruida Construction Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Jiaxing Ruida Construction Co ltd filed Critical Jiaxing Ruida Construction Co ltd
Priority to CN202020643301.7U priority Critical patent/CN212200744U/en
Application granted granted Critical
Publication of CN212200744U publication Critical patent/CN212200744U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Foundations (AREA)
  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The utility model discloses an ecological garden house with high anti-seismic performance, including house main part, raft foundation, metalling, pile foundation, overburden layer, bed rock, pile-supported timber, the overburden layer is quiet to be arranged in bed rock upper portion, the pit has been seted up on overburden layer upper portion, the metalling has been laid in the pit, raft foundation is quiet to be arranged in the metalling top, the house main part is located raft foundation top and with raft foundation fixed connection, the pile foundation is vertical setting, just pile foundation bottom is quiet to be arranged in the bed rock upper layer, the pile foundation runs through overburden layer, the pile foundation top with pile-supported timber fixed connection, the pile-supported timber is the level setting, just the pile inlay in inside the metalling. The utility model discloses an above-mentioned structure thereby does not follow ground from the house and is horizontal motion when making the earthquake and avoid the influence of horizontal seismic force to reach shock-resistant effect.

Description

Ecological garden house with high anti-seismic performance
Technical Field
The utility model relates to a housing construction field, in particular to ecological garden house with high anti-seismic performance.
Background
The green ecological building is also called as a sustainable building, and means that the building is planned, designed, built, operated, dismantled and recycled in the whole life cycle of the building, the consumption of resources and energy is reduced, the generation of wastes and the damage to the ecological environment are reduced through the research, development and integrated application of high and new technologies and advanced applicable technologies, the healthy and comfortable working and living environment is provided for users, and the building symbiotic with nature is finally realized.
However, when the existing house is built, the problems of green, environmental protection, sustainability and resource and energy consumption reduction are emphasized, and the earthquake resistance of the ecological garden house is difficult to be considered, so that the earthquake resistance of the ecological garden house is generally poor and the earthquake resistance is difficult to bear the impact caused by the earthquake.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing an ecological garden house with high anti-seismic performance to solve the poor problem of current ecological garden house anti-seismic performance.
The above technical purpose of the present invention can be achieved by the following technical solutions:
the utility model provides an ecological garden house with high anti-seismic performance, includes house main part, raft foundation, metalling, pile foundation, overburden, bed rock, pile-supported beam, the overburden is quiet to be arranged in bed rock upper portion, the pit has been seted up on overburden upper portion, the metalling has been laid in the pit, the raft foundation is quiet to be arranged in the metalling top, the house main part is located raft foundation top and with raft foundation fixed connection, the pile foundation is vertical setting, just pile foundation bottom is quiet to be arranged in the bed rock upper layer, the pile foundation runs through the overburden, the pile foundation top with pile-supported beam fixed connection, the pile-supported beam is the level setting, just the pile-supported beam inlay in inside the metalling.
Adopt above-mentioned technical scheme, the lower part through the pile foundation is the bedrock of directly conflicting, gravity through superstructure makes the pile foundation be fixed in bedrock upper portion, and the pile-supported beam level that pile foundation upper portion is fixed is arranged in the rubble layer and is contactless with raft foundation, raft foundation stews on rubble layer upper portion and makes on raft foundation is fixed in the rubble layer through its superstructure's gravity, adopt above-mentioned structure, make the lower extreme of pile foundation break away from the bedrock, the upper end breaks away from superstructure, pile foundation and pile-supported beam are followed the overburden and are made unconstrained horizontal motion, the pile foundation neither has the bending moment nor has the shear force, can not receive water translation power and destroy.
Preferably, the house further comprises a roof, the roof is located on the upper portion of the house main body and fixedly connected with the house main body, a damper is arranged at the joint of the house main body and the roof, one end of the damper is fixedly connected with the house main body, and the other end of the damper is fixedly connected with the roof.
Adopt above-mentioned technical scheme, set up the attenuator in roof and house main part junction for can reduce the vibrations damage that the earthquake brought between roof and the house main part, thereby avoid the roof because the earthquake and the separation or fracture appear in the house main part.
Preferably, the raft foundation is slightly smaller than the pit, the raft foundation is positioned in the center of the pit, and a gap is formed between the raft foundation and the pit.
Adopt above-mentioned technical scheme, through placing raft foundation in pit center to make raft foundation and pit can form at the edge and leave the sky.
Preferably, the vacancy is provided with an anti-overturning spring, one end of the anti-overturning spring is fixedly connected with the side part of the raft foundation, and the other end of the anti-overturning spring is fixedly connected with the inner wall of the pit.
Adopt above-mentioned technical scheme, set up the antidumping spring through locating to leave empty to make raft foundation antidumping spring can play the effect of buffering when removing about carrying out, thereby avoid raft foundation to remove the phenomenon of empting to appear at the excessive speed because of the earthquake action.
Preferably, the connection part of the house main body and the raft foundation is provided with a shockproof spring.
Adopt above-mentioned technical scheme, set up shockproof spring through the junction at house main part and raft foundation, increased the inseparable degree of connection between house main part and the raft foundation to avoid appearing fracture or separation between house main part and the raft foundation when the earthquake.
Preferably, the house main body is a wood house main body, and the ACQ preservative is coated on the outside of the house main body.
Adopt above-mentioned technical scheme, thereby through the anticorrosive performance who improves wooden house main part at the outside ACQ antiseptic that coats of house main part, improved the life of wooden house main part, avoid wooden house main part to damage because corroded.
Preferably, the house main body is wrapped with breathing paper.
By adopting the technical scheme, the breathing paper is arranged, so that moisture in the structure can be smoothly discharged, and external rainwater is prevented from invading the internal structure.
Drawings
FIG. 1 is a schematic structural diagram of an embodiment;
fig. 2 is a schematic structural view of a general house.
Reference numerals: 1. a house main body; 2. raft foundation; 3. a pile foundation; 4. bedrock; 5. covering a soil layer; 6. a roof; 7. a damper; 8. a shock-proof spring; 9. an anti-overturning spring; 10. a crushed stone layer; 11. a pile cap.
Detailed Description
The following is only the preferred embodiment of the present invention, the protection scope is not limited to this embodiment, and all technical solutions belonging to the idea of the present invention should belong to the protection scope of the present invention. It should also be noted that, for those skilled in the art, various modifications and decorations can be made without departing from the principle of the present invention, and such modifications and decorations should also be regarded as the protection scope of the present invention.
See fig. 1-2, an ecological garden house with high anti-seismic performance, including house main part 1, raft foundation 2, metalling 10, pile foundation 3, overburden 5, bed rock 4, pile driver roof beam 11, shown with figure 1, overburden 5 is quiet in bed rock 4 upper portions, the pit has been seted up on overburden 5 upper portions, metalling 10 has been laid in the pit, raft foundation 2 is quiet in metalling 10 top, house main part 1 is located raft foundation 2 top and with raft foundation 2 fixed connection, pile foundation 3 is vertical setting, and 3 bottoms of pile foundation are quiet in bed rock 4 upper strata, pile foundation 3 runs through overburden 5, 3 tops of pile foundation and 11 fixed connection of pile driver roof beam, pile driver roof beam 11 is the level setting, and pile driver roof beam 11 inlays in metalling 10 insidely.
When earthquake occurs, external force is applied to the generalized foundation of the house by the ground, and the house is dragged to move horizontally. The generalized foundation applies a force to the structural members thereon, which tows the superstructure in a horizontal motion. Therefore, the force generated by the earthquake is generated because the house moves horizontally along with the ground, and the house collapses because the house moves horizontally along with the ground, so that if the influence of the horizontal earthquake force is avoided, the house does not move horizontally along with the ground, namely the ground moving house is not moved, the house can be prevented from collapsing, and the effect of shock absorption is achieved.
As shown in the attached figure 2, the lower part of the general pile foundation 3 of the existing house structure is embedded in the pit of the bedrock 4, so that the horizontal movement cannot be realized, and the upper part of the pile foundation 3 is difficult to separate from the raft foundation 2 due to the fixed connection, so that the immovable ground moving house cannot be realized.
And the utility model discloses in, with shown in figure 1, the lower part of pile foundation 3 is direct contradicts bed rock 4, and superstructure's gravity makes pile foundation 3 be fixed in 4 upper portions of bed rock to the fixed pile-supported beam 11 level in pile foundation 3 upper portion is arranged in the metalling 10 and is not contacted with raft foundation 2, and raft foundation 2 stews on metalling 10 upper portions and makes raft foundation 2 be fixed in on the metalling 10 through superstructure's gravity.
When no earthquake occurs, the integral pile structure consisting of the pile foundation 3 and the pile top beam 11 is pressed in the soil covering layer 5 through the gravity of the house main body 1 and the raft foundation 2 on the upper part, and the top of the pile foundation 3 is also stabilized on the bedrock 4 due to the gravity of the upper part structure, as long as the bearing surface of the bedrock 4 is flat, and as no external force in the horizontal direction exists when no earthquake occurs, the pile foundation 3 can be stabilized in the soil covering layer 5 and cannot move along with the soil covering layer 5, so that the whole ecological garden house can be in a stable state.
When taking place the earthquake, overburden 5 can carry out horizontal migration under the exogenic action of horizontal direction, this moment because 3 bottoms of pile foundation are only contradicted and non-joint with 4 departments of basement rock, 3 fixed pile bolck poles 11 in upper portion of pile foundation also are located metalling 10, raft foundation 2 also is only contradicted and does not have other fixed connection mode with metalling 10, consequently, the lower extreme of pile foundation 3 breaks away from basement rock 4 when taking place the earthquake, the upper end breaks away from raft foundation 2, pile foundation 3 and pile bolck pole 11 are followed overburden 5 and are made unrestrained horizontal motion, pile foundation 3 both has no moment of flexure and no shear force this moment, can not receive water translation power and destroy.
And because the existence of metalling 10 for raft foundation 2 and house main part 1 can slide on metalling 10 upper portion, consequently the area of metalling 10 here is greater than raft foundation 2's area, thereby can reserve the skew space of house when earthquake, and the thickness of metalling 10 is decided by house main part 1 and raft foundation 2's structure and weight, and raft foundation 2 bottom surface adopts flat structure, so that raft foundation 2 and house main part 1 squint on metalling 10 upper portion.
As for whether the house can slide on the crushed stone layer 10, it is shown by the case of moving the original british reception hall in the north sea city of guangxi and the case of moving a restaurant in the phoenix city of guangxi that the translation of the house can be realized as long as the frictional force between the floor and the bottom of the house can be overcome by the horizontal pushing force. And the ground surface does strong horizontal movement in earthquake, and the frictional resistance between the gravel layer 10 and the raft foundation 2 is overcome through horizontal earthquake force, so that the house main body 1 and the raft foundation 2 can translate on the upper part of the gravel layer 10.
Therefore, when an earthquake occurs, the pile foundation 3 and the pile top beam 11 move along with the soil covering layer 5 to counteract the horizontal external force during the earthquake, and the raft foundation 2 and the house main body 1 move on the gravel layer 10; the horizontal external force during earthquake is counteracted, thereby achieving the earthquake-proof effect.
With as shown in figure 1, roof 6 is located house main part 1 upper portion and with house main part 1 fixed connection, the junction of house main part 1 and roof 6 is provided with attenuator 7, the one end and the house main part 1 fixed connection of attenuator 7, the other end and roof 6 fixed connection, set up attenuator 7 in roof 6 and the junction of house main part 1 for can reduce the vibrations damage that the earthquake brought between roof 6 and the house main part 1, thereby avoid roof 6 because the earthquake and house main part 1 appear separating or fracture.
Raft foundation 2 is less than the pit slightly, and raft foundation 2 is located the pit center, is formed with between raft foundation 2 and the pit and leaves the vacancy, leaves the vacancy and is provided with anti-overturning spring 9, and anti-overturning spring 9 one end and raft foundation 2 lateral part fixed connection, the other end and pit inner wall fixed connection.
Through setting up antidumping spring 9 in the department of staying empty to make raft foundation 2 when moving about anti-overturning spring 9 can play the effect of buffering, thereby avoid raft foundation 2 to remove the phenomenon of empting to appear at the excessive speed because of the earthquake action.
The junction of house main part 1 and raft foundation 2 is provided with shockproof spring 8, sets up shockproof spring 8 through the junction at house main part 1 and raft foundation 2, has increased the inseparable degree of connection between house main part 1 and raft foundation 2 to avoid appearing fracture or separation between house main part 1 and raft foundation 2 when the earthquake.
The upper portion and the lower part junction of house main part 1 all can reach the antidetonation effect through the two damping device of 8 damping spring of the attenuator 7 of roof 6 and the 1 junction of house main part and the shockproof spring between house main part 1 and the raft foundation 2 for house main part 1 and roof 6 and the connection between house main part 1 and the raft foundation 2 are more firm, avoid it to damage because of the earthquake.
House main part 1 is wooden house main part 1, and house main part 1 outside scribbles the ACQ antiseptic, and the ACQ antiseptic is copper salt and one kind of the major component of alkylammonium compound limpidly slightly glues, red light blue, and the fixed type water-borne environment-friendly wood preservative of liquid has not harm to people and animals when anticorrosive effect, the non-staining environment.
Can improve wooden house main part 1's corrosion resisting property through the ACQ antiseptic, improve wooden house main part 1's life, avoid wooden house main part 1 to damage because corroded.
The outer side of the house main body 1 is wrapped with breathing paper which is a building waterproof and breathable material and is mainly used for building envelope structures such as tile roofs, metal roofs and outer walls, and the house main body has excellent tensile strength and ageing resistance. Through setting up breathing paper, make the moisture in the structure discharge smoothly, avoid external rainwater to invade inner structure again.

Claims (7)

1. The utility model provides an ecological garden house with high anti-seismic performance, its characterized in that, includes house main part (1), raft foundation (2), metalling (10), pile foundation (3), overburden layer (5), bed rock (4), pile timber (11), overburden layer (5) are stood in bed rock (4) upper portion, the pit has been seted up on overburden layer (5) upper portion, metalling (10) have been laid in the pit, raft foundation (2) are stood in the metalling (10) top, house main part (1) is located raft foundation (2) top and with raft foundation (2) fixed connection, pile foundation (3) are vertical setting, just pile foundation (3) bottom is stood in bed rock (4) upper strata, pile foundation (3) run through overburden layer (5), pile foundation (3) top with pile timber (11) fixed connection, the pile top beam (11) is horizontally arranged, and the pile top beam (11) is embedded in the gravel layer (10).
2. The ecological garden house with high earthquake resistance according to claim 1, further comprising a roof (6), wherein the roof (6) is located at the upper part of the house main body (1) and is fixedly connected with the house main body (1), a damper (7) is arranged at the joint of the house main body (1) and the roof (6), one end of the damper (7) is fixedly connected with the house main body (1), and the other end is fixedly connected with the roof (6).
3. The ecological garden house with high earthquake resistance according to claim 2, characterized in that the raft foundation (2) is slightly smaller than the pit, the raft foundation (2) is located in the center of the pit, and a gap is formed between the raft foundation (2) and the pit.
4. The ecological garden house with high earthquake resistance according to claim 3, wherein the vacancy is provided with an anti-overturning spring (9), one end of the anti-overturning spring (9) is fixedly connected with the side part of the raft foundation (2), and the other end of the anti-overturning spring is fixedly connected with the inner wall of the pit.
5. The ecological garden house with high earthquake resistance according to claim 4, characterized in that the connection of the house main body (1) and the raft foundation (2) is provided with an earthquake-proof spring (8).
6. The ecological garden house with high earthquake resistance according to claim 5, wherein the house main body (1) is a wood house main body (1), and the exterior of the house main body (1) is coated with ACQ preservative.
7. The ecological garden house with high earthquake resistance according to claim 6, wherein the house main body (1) is further wrapped with breathing paper.
CN202020643301.7U 2020-04-24 2020-04-24 Ecological garden house with high anti-seismic performance Active CN212200744U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020643301.7U CN212200744U (en) 2020-04-24 2020-04-24 Ecological garden house with high anti-seismic performance

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202020643301.7U CN212200744U (en) 2020-04-24 2020-04-24 Ecological garden house with high anti-seismic performance

Publications (1)

Publication Number Publication Date
CN212200744U true CN212200744U (en) 2020-12-22

Family

ID=73827829

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020643301.7U Active CN212200744U (en) 2020-04-24 2020-04-24 Ecological garden house with high anti-seismic performance

Country Status (1)

Country Link
CN (1) CN212200744U (en)

Similar Documents

Publication Publication Date Title
CN109137961A (en) A kind of compound bridge foundation of shock insulation rigid pile and its construction method
CN104389307A (en) Self-resetting slide-resistant pile structure with energy consumption function and implementation method thereof
CN208184283U (en) A kind of green energy conservation earthquake-resistant building structure
CN208486284U (en) A kind of offshore wind farm gravity block basis
CN212200744U (en) Ecological garden house with high anti-seismic performance
CN210315963U (en) Shock attenuation formula teaching building
CN205188976U (en) Drag -line double row pile supporting construction
CN101298779B (en) Method for enhancing frame construction building shock strength
CN204000856U (en) The anti-side changeable ridigity pile of inner support grouting formula level base
CN206616573U (en) Assembled architecture earthquake-proof foundation and building
CN202543946U (en) Supporting structure for drainage type fender posts in soft soil area
CN202989727U (en) Cement square brick
CN213358703U (en) Arrangement structure of tower anti-floating anchor rod
CN205296211U (en) Hydraulic engineering retaining wall
CN106193086B (en) A kind of method of construction of earthquake-resistant structure
CN206220121U (en) Assembled point anchor barricade
CN201687080U (en) Anti-seismic low-carbon building structure
CN201896479U (en) Earthquake-resistant building
CN207109878U (en) The split type building aseismicity structure of civil engineering
CN209040147U (en) It can bear the power transmission tower pressure anchor wire cushion cap foundation of uplift load and horizontal loading
CN207672590U (en) A kind of heritage buildings pile that stability is good
CN206245799U (en) A kind of indoor swimming pool structure
CN205804342U (en) Rock Anchor structure
CN215594084U (en) Be applied to precast concrete component of activity board house ground foundation
CN202202336U (en) Outdoor foundation wall body of wood-structured building

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant