CN201722775U - Safe shock-proof building framework - Google Patents
Safe shock-proof building framework Download PDFInfo
- Publication number
- CN201722775U CN201722775U CN2010202336368U CN201020233636U CN201722775U CN 201722775 U CN201722775 U CN 201722775U CN 2010202336368 U CN2010202336368 U CN 2010202336368U CN 201020233636 U CN201020233636 U CN 201020233636U CN 201722775 U CN201722775 U CN 201722775U
- Authority
- CN
- China
- Prior art keywords
- framework
- crossbeam
- horizontal
- building
- cross beams
- 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
Links
Images
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
A safe shock-proof building framework adopts a rectangular three-dimensional frame construction formed by connecting upright posts (1), four-way connectors (2) and cross beams (3). A plurality of flat plates (4) are mounted between the cross beams (3) on two sides, and connected and fixed with the cross beams (3), so as to close the horizontal surfaces of the framework; each upright post (1) as well as each cross beam (3) adopts a long and straight pipe with screws at two ends, and the upright screws (T) at the end parts of the upright posts (1) are in assembled connection with the vertical screw holes (H) of the four-way connectors (2); and the horizontal screws (L) at the end parts of the cross beams (3) are in assembled connection with the horizontal screw holes (K) of the four-way connectors (2). Each flat plate (4) adopts a rectangular metal medium plate, and the flat plates are mounted side by side on the cross beams (3) on two sides. Combined with the buildings, the framework can be used for building rooms independently, and can also be connected vertically in a storied building to constitute multistory safe and shock-proof compartments. Besides, the save shock-proof metal framework can not fall apart in an earthquake, and can effectively protect people's lives and properties and reduce casualties.
Description
Technical field
The utility model relates to the house housing construction, relates in particular to the building framework structure.
Background technology
At present China's construction and development of housing is rapid, for the consideration of satisfying the increasing housing demand of people and saving the soil, and the highrise building city that spreads all over the world.Because modern architecture mostly is the reinforced concrete prefabricated board framework, building speed is fast, and design form is many, can satisfy different levels crowd's demand.This structure live at ordinary times still can, just in case when running into earthquake and causing the house to cave in, cement block, fragment of brick, reinforcing bar will injure the resident by a crashing object, precast plate also can be pounded down and hurt sb.'s feelings.According to statistics, casualties that earthquake brings and wealth loss, major part is destroyed by building collapsing and is caused.How improving the construction work ability of providing fortification against earthquakes, is anti-one of the most direct with earthquake disaster mitigation, the valid approach of unloading.The particularly construction work of crowded place such as school, hospital, and great construction project, lifeline engineering, secondary disaster source engineering must be carried out seismic safety evaluation by pertinent regulations.According to China firmly the portion of building announce that the average life span of Chinese architecture thing is 25～30 years, except building natural life-span was low, frequent removal also made design concept and building structure be subjected to the influence of fund and acts and efforts for expediency, the shock resistance of building is difficult to improve in a short time.Violent earthquake has several times caused massive losses to people's lives and properties.
Summary of the invention
The purpose of this utility model just provides a kind of metal building framework, and structure is connected firmly, and safety anti-vibration combines with building, for the resident provides safety guarantee, reduces the life and property loss that earthquake disaster causes.
Task of the present utility model is finished like this: design a kind of safety anti-vibration building framework, it is the rectangle space frame structure that is formed by connecting by column, four-way connection, crossbeam, set up some flat boards between the crossbeam of both sides, be connected and fixed, with the horizontal plane sealing of framework with crossbeam.Column and crossbeam are the long straight tube spare of two ends band screw rod, and the perpendicular screw rod of post end can be connected with the vertical threaded bore of four-way connection is equipped, and the horizontal screw rod of beam-end can be connected with the horizontal screw of four-way connection is equipped.Four-way connection is two horizontal screw joints formations that vertical screwed pipe connects 90 ° of horizontal direction angles, the vertical threaded bore at two ends can be equipped with the perpendicular screw rod of post end and be connected about the vertical screwed pipe, and the horizontal screw of two horizontal screw joints that the horizontal direction angle is 90 ° can be connected cooperation with the horizontal screw rod in the end of crossbeam.Flat board is a rectangle metal cut deal, and the two ends fixed mount is located on the cruciform bracing, and some are adjacent to arrangement arranged side by side.During practice of construction, the utility model framework is implanted in the building, poured into a mould together with constructional column, collar tie beam reinforcing bar, be fixedly connected as integral body, high-rise building is successively installed cast in multi-layer construction structure from the basis to the top layer.The utility model can be implemented in list cover building in installing, also can determine a separate room enforcement at every cover premises, vertically is connected to the multi-tier structure of a stack.
Implement according to above-mentioned design scheme, the utility model vertical stratification connects tight, support force is strong, horizontal direction is connected firmly, and is installed in four jiaos of constructional columns of building, and metal plate supports cement pre-fabricated panel, the safe space is big, whole shock resistance is strong, can be the refuge that the resident provides a safety, has reached predetermined purpose preferably.
Description of drawings
Fig. 1 is a separate room of the present utility model framework assembling schematic diagram;
Fig. 2 is a connection partial structurtes schematic diagram of the present utility model;
Fig. 3 is the utility model vertical mounting connection structure schematic diagram in tier building;
Fig. 4 is that the utility model is installed the part section structural representation in the building interlayer.
Among the figure, 1-column, 2-four-way connection, 3-crossbeam, 4-flat board, 5-constructional column, 6-precast plate, 7-light material furred ceiling; The H-vertical threaded bore, the horizontal screw of K-, T-erects screw rod, the horizontal screw rod of L-.
The specific embodiment
Below in conjunction with accompanying drawing embodiment of the present utility model is described further.
Consult Fig. 1, constitute rectangle solid space framework of the present utility model by column 1, four-way connection 2, crossbeam 3, dull and stereotyped 4, the each several part structure all combines with building, hidden at the building internal layer, form the inner skeleton of building, can independently build the room, also can in building, vertically connect, constitute the safety anti-vibration compartment in whole building.Because metal construction connects into independent integral body, no matter be vertical tremor or horizontal direction vibrations, in earthquake, can not fall apart, keep intermediate space, people and property can not be subjected to pounding pressure, safety anti-vibration in this separate space.
Consult Fig. 2, the connecting portion of each parts, the vertical joint of four-way connection 2 and horizontal joint all are interior solenoid structures.The end of column 1 is perpendicular screw rod T, and equipped with the vertical threaded bore H of four-way connection 2, the end of crossbeam 3 is horizontal screw rod L, and is equipped with the horizontal screw K of the both direction of four-way connection 2, constitutes the rectangular body framework of 90 ° of angles.
Consult Fig. 3, several layers rectangle space framework vertically connects, and column 1 is connected with four-way connection 2, sets up metal plate 4 on the crossbeam 3, constitutes the shockproof framework of multi-level safety, plays the support fixation effect in tier building.Around every layer safety anti-vibration framework, between the quakeproof house that is built into by concrete constructional column 5, brick wall, precast plate 6, light material furred ceiling 7, door and window combination, for the resident of each layer provides harbor.Formed an overall structure between the multi-level safety quakeproof house that vertically connects and composes by metal framework.Building skews in earthquake exactly, also can keep this safety anti-vibration room to prop up the inner space, can not pound down masonry injury resident from the roof, and the pile things on resident of also can multi-storey building not collapsing simultaneously plays the security protection effect.
Consult Fig. 4, column 1 of the present utility model and four-way connection 2 peripheral pouring cement constructional columns 5, welding fixed flat planar 4 above the crossbeam 3, laying cement pre-fabricated panel 6 on crossbeam 3 and dull and stereotyped 4, install light material furred ceiling 7 below, between upper strata crossbeam 3 and lower floor's crossbeam 3, build brick wall again, on brick wall, offered door and window.Through finishing, identical with the normal room outward appearance.Every layer of flat board that sets up 4 and cement pre-fabricated panel 6 are the floor of this layer, are again the top boards of one deck down.Connect firmly up and down, in earthquake, also can not fall apart.
If the utility model is the individual layer setting, and when earthquake caused building collapsing, wherein the collision scratch may appear because of toppling in personnel, does not pound and presses the causing death but can not be subjected to the roof, can reach more than 90% the guarantee coefficient of people's life security.The utility model is if multistory frame connects in high-rise building, and its steadiness is better, and the ability of antiseismic shock wave is stronger, can reach more than 95% human life's guarantee coefficient.The earthquake zone building adopts the utility model, can provide effective guarantee to people's life safety, significantly reduces the life and property loss that earthquake causes.
Claims (4)
1. safety anti-vibration building framework, it is characterized in that it being the rectangle space frame structure that is formed by connecting by column (1), four-way connection (2), crossbeam (3), set up some flat boards (4) between the both sides crossbeam (3), be connected and fixed, with the horizontal plane sealing of framework with crossbeam (3).
2. according to the described safety anti-vibration building framework of claim 1, it is characterized in that said column (1) and crossbeam (3) are the long straight tube spare of two ends band screw rod, the perpendicular screw rod (T) in column (1) end can be connected with the vertical threaded bore (H) of four-way connection (2) is equipped, and the horizontal screw rod in crossbeam (3) end (L) can be connected with the horizontal screw (K) of four-way connection (2) is equipped.
3. according to the described safety anti-vibration building framework of claim 1, it is characterized in that said four-way connection (2) constitutes for two horizontal screw joints that vertical screwed pipe connects 90 ° of horizontal direction angles, the vertical threaded bore (H) at two ends can be equipped with the perpendicular screw rod (T) in column (1) end and be connected about the vertical screwed pipe, and the horizontal screw (K) of two horizontal screw joints that the horizontal direction angle is 90 ° can be connected cooperation with the end horizontal screw rod (L) of crossbeam (3).
4. according to the described safety anti-vibration building framework of claim 1, it is characterized in that said flat board (4) is a rectangle metal cut deal, the two ends fixed mount is located on the cruciform bracing (3), and some are adjacent to arrangement arranged side by side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202336368U CN201722775U (en) | 2010-06-15 | 2010-06-15 | Safe shock-proof building framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202336368U CN201722775U (en) | 2010-06-15 | 2010-06-15 | Safe shock-proof building framework |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201722775U true CN201722775U (en) | 2011-01-26 |
Family
ID=43491090
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202336368U Expired - Fee Related CN201722775U (en) | 2010-06-15 | 2010-06-15 | Safe shock-proof building framework |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201722775U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105442937A (en) * | 2015-12-21 | 2016-03-30 | 徐州工程学院 | Guardrail interface device |
| CN109339225A (en) * | 2018-11-08 | 2019-02-15 | 北京场道市政工程集团有限公司 | A kind of elastic building frame with anti-seismic structure |
| CN113404320A (en) * | 2021-05-20 | 2021-09-17 | 郑州工业应用技术学院 | Anti-seismic and disaster-avoiding reinforcing structure in building main body and construction method thereof |
-
2010
- 2010-06-15 CN CN2010202336368U patent/CN201722775U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105442937A (en) * | 2015-12-21 | 2016-03-30 | 徐州工程学院 | Guardrail interface device |
| CN105442937B (en) * | 2015-12-21 | 2017-06-16 | 徐州工程学院 | A kind of guard rail interface arrangement and its application method |
| CN109339225A (en) * | 2018-11-08 | 2019-02-15 | 北京场道市政工程集团有限公司 | A kind of elastic building frame with anti-seismic structure |
| CN109339225B (en) * | 2018-11-08 | 2023-12-05 | 北京场道市政工程集团有限公司 | Elastic building frame with anti-seismic structure |
| CN113404320A (en) * | 2021-05-20 | 2021-09-17 | 郑州工业应用技术学院 | Anti-seismic and disaster-avoiding reinforcing structure in building main body and construction method thereof |
| CN113404320B (en) * | 2021-05-20 | 2022-08-26 | 郑州工业应用技术学院 | Anti-seismic and disaster-avoiding reinforcing structure in building main body and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Vicente et al. | Performance of masonry enclosure walls: lessons learned from recent earthquakes | |
| CN105926764B (en) | A kind of industrialization preprocessing regenerative structural system and its construction method | |
| ES2664771T3 (en) | A multi-storey apartment building and a method to build such a building | |
| CN105839782A (en) | Novel modular house | |
| EP3347535B1 (en) | Building system with a load-resisting frame made of reinforced concrete or steel integrated with wooden infill panels | |
| CN201722775U (en) | Safe shock-proof building framework | |
| CN207776093U (en) | A kind of frame structure system for highlight lines area | |
| CN206157892U (en) | Hybrid industrialised building structure system | |
| CN103362208B (en) | Super high-rise building structure without inner tube | |
| CN108678284A (en) | Surface is installed by the concrete filled steel tube coupled column and installation method of ALC plates | |
| CN205637661U (en) | Multilayer lightweight steel construction villa | |
| CN205348439U (en) | Fire prevention antiknock board | |
| Moroni et al. | Concrete shear wall construction | |
| CN112411857A (en) | Assembled indoor suspended ceiling with antidetonation function | |
| TWI440754B (en) | Multi - functional steel building structure | |
| CN203867253U (en) | Novel safe house structure | |
| CN216380070U (en) | Shockproof system with house shock insulation ring beam and shock attenuation stock | |
| NO345802B1 (en) | Reconstructable apartment system for residential purposes | |
| JP2010156174A (en) | Wooden earthquake-resistant shelter installed in existing house | |
| CN215106457U (en) | Assembled indoor suspended ceiling with antidetonation function | |
| CN108166612A (en) | A kind of multilayer light gauge cold-formed steel shape-concrete composite structure building construction system | |
| Chintanapakdee et al. | Performance of masonry-infilled RC buildings in the M6. 0 Mae Lao earthquake on May 5, 2014 | |
| CN215670301U (en) | Shear wall composite structure of steel structure | |
| de Jong | Tall timber buildings | |
| CN105926770A (en) | Spatial explosion-proof storage structural system and method for constructing same |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20110126 Termination date: 20140615 |
|
| EXPY | Termination of patent right or utility model |