CN216108958U - Civil engineering antidetonation effectual room is built frame construction - Google Patents

Civil engineering antidetonation effectual room is built frame construction Download PDF

Info

Publication number
CN216108958U
CN216108958U CN202122571965.4U CN202122571965U CN216108958U CN 216108958 U CN216108958 U CN 216108958U CN 202122571965 U CN202122571965 U CN 202122571965U CN 216108958 U CN216108958 U CN 216108958U
Authority
CN
China
Prior art keywords
civil engineering
building frame
underground
layer
underground shell
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.)
Expired - Fee Related
Application number
CN202122571965.4U
Other languages
Chinese (zh)
Inventor
孙俏
王冠
姚健
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.)
Guangxi Electrical Polytechnic Institute
Original Assignee
Guangxi Electrical Polytechnic Institute
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 Guangxi Electrical Polytechnic Institute filed Critical Guangxi Electrical Polytechnic Institute
Priority to CN202122571965.4U priority Critical patent/CN216108958U/en
Application granted granted Critical
Publication of CN216108958U publication Critical patent/CN216108958U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Buildings Adapted To Withstand Abnormal External Influences (AREA)

Abstract

The utility model discloses a building frame structure with a good civil engineering anti-seismic effect, and relates to the technical field of building frame structures. According to the utility model, the underground shell and the first cover plate are arranged, an underground space is formed in the middle, the underground shell and the prefabricated layer are connected through the jacking block and the fixed column, when an earthquake occurs, the vibration can be absorbed by the second hydraulic dampers and the first hydraulic dampers, the regular inspection of the plurality of first hydraulic dampers is facilitated by opening the second cover plate, the first cover plate is opened to enter the underground shell through the communicating port, the state of the plurality of second hydraulic dampers can be directly inspected, whether oil leakage exists or not can be directly inspected, and the inspection is more convenient.

Description

Civil engineering antidetonation effectual room is built frame construction
Technical Field
The utility model relates to the technical field of building frame structures, in particular to a building frame structure with a good civil engineering anti-seismic effect.
Background
The frame structure is a structure which is formed by a plurality of beams and columns together and bears all loads of a house, a high-rise civil building and a multi-storey industrial factory building, and the load bearing of brick walls can not meet the requirement of large load. In order to reduce the load of the frame, light walls such as foam concrete blocks (wall boards) or hollow bricks should be used as much as possible.
The existing patent (public number: CN212376381U) discloses a frame construction is built in room that civil engineering antidetonation is effectual, relates to civil engineering technical field, builds the frame including the room, the bottom fixedly connected with buffer layer of frame is built in the room, the bottom fixedly connected with bottom plate of buffer layer, bottom plate swing joint is in the top recess of room base, evenly install the surge tank between the lateral wall of bottom plate and the room base, fixedly connected with base on the bottom inner wall of room base top recess. The following problems in the prior art are found in the process of realizing the scheme, and the problems are not well solved: 1. each damping device in the structure is positioned at the periphery and the bottom of the frame, so that the damping device is not protected enough, the damping device is likely to be soaked by water, and the damping device is easy to damage, so that the efficacy is lost; 2. the damping device part in this structure is located the house bottom, and whether damping device damages unable maintenance, and the unable change that breaks down.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a building frame structure with good civil engineering anti-seismic effect, so as to solve the problems in the background technology.
In order to achieve the purpose, the utility model provides the following technical scheme:
a building frame structure with good civil engineering anti-seismic effect comprises a building frame main body and a prefabricated layer, wherein a base plate is fixedly installed at the bottom of the building frame main body, a communicating opening is formed in the base plate in a penetrating mode, an underground shell is fixedly connected to the bottom of the base plate, a plurality of communicating cavities are formed in a bottom plate of the underground shell in a penetrating mode, the underground shell is located inside the prefabricated layer, two fixing columns are fixedly installed at positions, close to the communicating cavities, of the top surface of the underground shell, top portions of the two fixing columns, close to the communicating cavities, are fixedly connected with jacking blocks, second hydraulic dampers are fixedly installed at the center positions of the bottom surfaces of the jacking blocks, the bottoms of the second hydraulic dampers are fixedly installed on the top surface of the prefabricated layer, and the second hydraulic dampers are located in the corresponding communicating cavities respectively, a plurality of first hydraulic dampers are fixedly mounted between the inner wall surface of the prefabricated layer and the outer wall surface of the underground shell, and a plurality of stand columns are fixedly connected between the base plate and the underground shell.
As a further scheme of the utility model: the connecting opening is hinged with a first cover plate, the top surface of the first cover plate is embedded with a pull handle, and the first cover plate and the pull handle are arranged to be conveniently opened to enter the underground.
As a still further scheme of the utility model: it has the fine sand layer to fill between prefabricated layer and the underground casing, can cushion the aftershock through setting up the fine sand layer, conveniently takes out simultaneously, excavates comparatively simply, convenient maintenance.
As a still further scheme of the utility model: the top surface fixed mounting on prefabricated layer has the rain-proof layer, the base plate is located the inside on rain-proof layer, reduces the rainwater invasion and attack through setting up the rain-proof layer.
As a still further scheme of the utility model: the top that is close to the first hydraulic damper of a plurality of on the rain proof layer is all articulated installs the second apron, a plurality of the handle is installed in the equal embedding of second apron, sealed the pad is installed with the junction on rain proof layer to the second apron.
As a still further scheme of the utility model: the fixing column bottom supporting legs are provided with a plurality of mounting holes in a penetrating mode, the fixing columns are fixedly mounted on the underground shell through screws, the fixing columns are convenient to detach through the mounting holes, and maintenance equipment is convenient to replace.
Compared with the prior art, the utility model has the beneficial effects that:
1. the underground shell and the first cover plate are arranged, an underground space is formed in the middle of the underground shell, the underground shell is connected with the prefabricated layer through the jacking block and the fixing column, when an earthquake occurs, vibration can be absorbed by the second hydraulic damper and the first hydraulic damper, the influence of the earthquake on a building frame main body can be effectively reduced, the second cover plate is opened, the plurality of first hydraulic dampers can be conveniently and periodically checked, the first cover plate is opened to enter the underground shell through the communicating port, the states of the plurality of second hydraulic dampers can be directly checked, whether oil leakage exists or not can be judged, and the checking is convenient;
2. through setting up first apron and second apron, can get into inside use instrument and dismantle and change when second hydraulic damper and first hydraulic damper trouble, set up rain-proof layer and prefabricated layer formation confined space, can reduce the invasion of rainwater and groundwater.
Drawings
Fig. 1 is a schematic sectional view of a civil engineering seismic frame structure in a front view.
Fig. 2 is a schematic view of a partially enlarged structure at a position a in a structure diagram 1 of a building frame with a good earthquake-proof effect in civil engineering.
Fig. 3 is a perspective view of a roof supporting block and a fixing column of a building frame structure with good civil engineering seismic resistance effect.
Fig. 4 is a schematic top view of a rain-proof layer of a building frame structure with good civil engineering seismic resistance.
The labels in the figure are: 1. a building frame main body; 2. a column; 3. prefabricating a layer; 4. a fine sand layer; 5. a first cover plate; 6. a communication port; 7. a base layer plate; 8. an underground housing; 9. a first hydraulic damper; 10. a rain-proof layer; 11. a jacking block; 12. fixing a column; 13. a communicating cavity; 14. a second hydraulic damper; 15. mounting holes; 16. a second cover plate; 17. a handle.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1 to 4, in the embodiment of the present invention, a building frame structure with good earthquake-proof effect in civil engineering includes a building frame main body 1 and a prefabricated layer 3, a base plate 7 is fixedly installed at the bottom of the building frame main body 1, a communication port 6 is formed through the base plate 7, an underground casing 8 is fixedly connected to the bottom of the base plate 7, a plurality of communication cavities 13 are formed through a bottom plate of the underground casing 8, the underground casing 8 is located inside the prefabricated layer 3, two fixing columns 12 are fixedly installed at positions of the top surface of the underground casing 8 close to the communication cavities 13, top supporting blocks 11 are fixedly connected to tops of the two fixing columns 12 close to the positions of the communication cavities 13, second hydraulic dampers 14 are fixedly installed at center positions of the bottom surfaces of the plurality of supporting blocks 11, bottoms of the plurality of second hydraulic dampers 14 are fixedly installed at the top surface of the prefabricated layer 3, the plurality of second hydraulic dampers 14 are respectively located in the corresponding communication cavities 13, a plurality of first hydraulic dampers 9 are fixedly arranged between the inner wall surface of the prefabricated layer 3 and the outer wall surface of the underground shell 8, and a plurality of upright posts 2 are fixedly connected between the base plate 7 and the underground shell 8; the communication port 6 is hinged with a first cover plate 5, the top surface of the first cover plate 5 is embedded with a pull handle, and the first cover plate 5 and the pull handle are arranged to facilitate opening and entering the ground; the fine sand layer 4 is filled between the prefabricated layer 3 and the underground shell 8, and the fine sand layer 4 can buffer aftershocks, is convenient to take out, is relatively simple to dig and is convenient to overhaul; the top surface of the prefabricated layer 3 is fixedly provided with a rain-proof layer 10, the base plate 7 is positioned inside the rain-proof layer 10, and the rain-proof layer 10 is arranged to reduce the invasion of rainwater; second cover plates 16 are hinged to the top parts, close to the first hydraulic dampers 9, of the rain-proof layer 10, handles 17 are embedded in the second cover plates 16, and sealing gaskets are arranged at the joints of the second cover plates 16 and the rain-proof layer 10; a plurality of mounting holes 15 are formed in the supporting legs at the bottom ends of the plurality of fixing columns 12 in a penetrating mode, the plurality of fixing columns 12 are fixedly mounted on the underground shell 8 through screws, the fixing columns 12 are convenient to detach through the mounting holes 15, and maintenance equipment is convenient to replace.
The working principle of the utility model is as follows: according to the utility model, two ends of the second hydraulic damper 14 and two ends of the first hydraulic damper 9 are fixed by screws, the second hydraulic damper 14 and the first hydraulic damper 9 are sleeved with protective shells, fine sand can be prevented from entering the second hydraulic damper 14 and the first hydraulic damper 9, an underground space is formed in the middle by arranging the underground shell 8 and the first cover plate 5, the underground shell 8 and the prefabricated layer 3 are connected by the jacking blocks 11 and the fixed columns 12, when an earthquake occurs, the vibration can be absorbed by the second hydraulic damper 14 and the first hydraulic damper 9, the influence of the earthquake on the building frame main body 1 can be effectively reduced, the regular inspection on the plurality of first hydraulic dampers 9 is facilitated by opening the second cover plate 16, the first cover plate 5 is opened to enter the underground shell 8 through the communication port 6, the states of the plurality of second hydraulic dampers 14 can be directly inspected, and whether oil leakage exists or not, the inspection is comparatively convenient, and accessible instrument is dismantled and is changed when meetting second hydraulic damper 14 and first hydraulic damper 9 trouble, sets up rain-proof layer 10 and prefabricated layer 3 and forms sealed space, can reduce the invasion of rainwater and groundwater.
The present invention relates to circuits, electronic components and control modules all of which are well within the skill of those in the art and, needless to say, the present invention is not directed to software and process improvements.
Although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that various changes in the embodiments and/or modifications of the utility model can be made, and equivalents and modifications of some features of the utility model can be made without departing from the spirit and scope of the utility model.

Claims (6)

1. The utility model provides a frame construction is built in effectual room of civil engineering antidetonation, builds frame main part (1) and prefabricated layer (3) including the room, its characterized in that: the building frame is characterized in that a base plate (7) is fixedly installed at the bottom of a building frame main body (1), a communicating opening (6) is formed in the base plate (7) in a penetrating mode, an underground shell (8) is fixedly connected to the bottom of the base plate (7), a plurality of communicating cavities (13) are formed in a penetrating mode in a bottom plate of the underground shell (8), the underground shell (8) is located inside a prefabricated layer (3), two fixing columns (12) are fixedly installed at positions, close to the communicating cavities (13), of the top surface of the underground shell (8), top portions of the two fixing columns (12) close to the communicating cavities (13) are fixedly connected with jacking blocks (11), second hydraulic dampers (14) are fixedly installed at center positions of the bottom surfaces of the jacking blocks (11), and the bottoms of the second hydraulic dampers (14) are fixedly installed on the top surface of the prefabricated layer (3), a plurality of second hydraulic damper (14) are arranged in corresponding communicating cavities (13) respectively, a plurality of first hydraulic dampers (9) are fixedly mounted between the inner wall surface of the prefabricated layer (3) and the outer wall surface of the underground shell (8), and a plurality of stand columns (2) are fixedly connected between the base plate (7) and the underground shell (8).
2. The building frame structure with good civil engineering earthquake-resistant effect according to claim 1, characterized in that: the connecting opening (6) is hinged with a first cover plate (5), and a pull handle is embedded in the top surface of the first cover plate (5).
3. The building frame structure with good civil engineering earthquake-resistant effect according to claim 1, characterized in that: and a fine sand layer (4) is filled between the prefabricated layer (3) and the underground shell (8).
4. The building frame structure with good civil engineering earthquake-resistant effect according to claim 1, characterized in that: the top surface fixed mounting of prefabricated layer (3) has rain-proof layer (10), base plate (7) are located the inside on rain-proof layer (10).
5. The building frame structure with good civil engineering earthquake-resistant effect according to claim 4, wherein: the top that is close to a plurality of first hydraulic damper (9) on rain-proof layer (10) is all articulated installs second apron (16), a plurality of second apron (16) all imbeds and installs handle (17), sealed pad is installed with the junction on rain-proof layer (10) to second apron (16).
6. The building frame structure with good civil engineering earthquake-resistant effect according to claim 1, characterized in that: a plurality of mounting holes (15) are formed in the supporting legs at the bottom ends of the fixing columns (12) in a penetrating mode, and the fixing columns (12) are fixedly mounted on the underground shell (8) through screws.
CN202122571965.4U 2021-10-25 2021-10-25 Civil engineering antidetonation effectual room is built frame construction Expired - Fee Related CN216108958U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202122571965.4U CN216108958U (en) 2021-10-25 2021-10-25 Civil engineering antidetonation effectual room is built frame construction

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202122571965.4U CN216108958U (en) 2021-10-25 2021-10-25 Civil engineering antidetonation effectual room is built frame construction

Publications (1)

Publication Number Publication Date
CN216108958U true CN216108958U (en) 2022-03-22

Family

ID=80695359

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202122571965.4U Expired - Fee Related CN216108958U (en) 2021-10-25 2021-10-25 Civil engineering antidetonation effectual room is built frame construction

Country Status (1)

Country Link
CN (1) CN216108958U (en)

Similar Documents

Publication Publication Date Title
CN110145053B (en) Energy dissipation shock attenuation wall body
CN111335718B (en) Energy-consumption latticed column structure of dense batten plate and using method
CN216108958U (en) Civil engineering antidetonation effectual room is built frame construction
CN102943572B (en) Single-floor masonry residential building steel-frame canopy guard structure and construction method thereof
CN108678416A (en) A kind of assembled underground increasing layer isolation structure and increasing layer shock insulation construction technology
CN208564037U (en) A kind of assembled underground increasing layer isolation structure
CN114775824A (en) Anti-seismic structure for constructional engineering and construction method thereof
CN215858373U (en) Prefabricated shear wall of assembly type structure
CN112854243B (en) Inclined plane earthquake-resistant and disaster-avoiding support structure and earthquake-resistant and disaster-avoiding method thereof
CN215681459U (en) Indoor transformer substation structure with shock insulation foundation
CN214785158U (en) Shock attenuation joins externally prefabricated wallboard
CN113833339A (en) Earthquake-resistant structure of historic building and construction method thereof
CN210067010U (en) Anti-seismic low-carbon building structure
CN215291757U (en) Anti-seismic pre-pouring base suitable for pole tower
CN112095665A (en) Water buoyancy balance construction method applied to subway upper cover
CN112576089A (en) Additional friction plate supported underground structure shock absorption control system
CN213419769U (en) Shockproof base for civil engineering machinery
CN220077378U (en) Frame type combined earthing tank group
CN210684962U (en) Assembly type building device suitable for low multilayer
CN213710059U (en) Plant roof net rack structure
CN207934197U (en) A kind of light steel integrated housing
CN213597264U (en) Steel construction assembled wallboard
CN214461390U (en) A earthquake-resistant structure for architectural design
CN2138693Y (en) Sand-proof insulation shed for drilling rig
CN215219869U (en) Complete set of multi-directional full-automatic geological disaster monitoring and early warning equipment

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20220322

CF01 Termination of patent right due to non-payment of annual fee