Analysis de key puncta in consilio de basi de ferro structuram domum

Et basi consilio de ferro structuram domum est core link ut altiore salutem et seismic perficientur aedificii. Combining current specifications, technicae innovations et actuale casibus, quae sequuntur a detailed disputationem de dimensionibus structurarum consilio principiis, seismic technology applications, et interpretatione et processus requisitis

I. Core principiis et structura layout basi consilio

Afferentem facultatem et stabilitatem requisita

The base needs to bear all the loads of the building (including structural deadweight, equipment load, use load, etc.), and its bearing capacity design should be at least 1.5 times the calculated load to ensure that it can remain stable under extreme conditions. Exempli gratia, in magnitudine VII terrae motus casus, a summus surge ferro structuram aedificium feliciter resistebant impulsum terrae motus per basim auxilia consilio, et afferentem facultatem longe exceditur in conventional vexillum.

Foundation Adaptability: Foundation Type (vadum fundamentum fundamentum vel altum fundamentum ut acervum fundamentum fundamentum ut electus secundum sodales exploratio notitia ad vitare fundamentum aut lateralibus explicatione problems. Exempli gratia, sepulta profundum acervum fundamentum non minus 1/20 de summa altitudo domus et sepulta profundum naturalis fundamentum maior 1/15

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Structural symmetria et integritas

In basi et superstructure debet esse disposita symmetrica ad redigendum est torsion effectus et amplio seismic perficientur per pondus ad onus distribution. Exempli gratia, in layout de firmamentum frame sit basically symmetrical, et longitudinem, ad-width ratio de area debet non excedunt III ne loci accentus concentration.

Seismic auxilium ratio consilio

Support Type Electio: Central Support (ut Cross Support et Herringbone Support) commendatur ad aedificia infra XII contignationibus. Eccentrici firmamentum vel cylindrici structuram potest esse cum plus XII contignationibus formare multiple seismic lineae. K informibus subsidium vitari quia facile causare addito flectendo momento.

Node structure: The angle between the support diagonal rod and the horizontal plane should not exceed 55°, the thickness of the node plate should not be less than 10mm, the inter-column support should be made of whole material or equal strength splicing, and the connection strength should not be less than 1.2 times the plastic bearing capacity of the support rod.

II. Innovation et applicationem seismic technology

Seismic desolatio et industria dissipationem et inpulsa effusio technology

Seismic seisfijs Gustas: ut pila iuncturam gestus et ollam, genus rubber gestus, quod potest absorb seismic industria et reducere structural tremor. Beijing Daxing Airport utitur seismic seisfic ortus ad consequi VIII-gradu seismic munitionis.

Energy dissipatio Support: Per occasus Viscosa dampers vel metallum navitas dissipators, seismic industria est convertitur in æstus dissipationem. Chongqing Raffles Quadratum usus damper iunctura ad redigendum ventum tremens et seismic responsio.

Patented technology pro seismic mechanism

A patented technology utitur a U-informibus sedem et torsionem vere ad quiddam et offset in vibrationem X / axis. Eius basis instructum est cum symmetriais seismic mechanism, quod Achieves multi-directional inpulsa effusio per elastica deformatio et amplio seismic perficientur.

Collaborative consilio seismic murum et frame

In fundo frame seismic murum structuram, crassitudine seismic murum non minus 160mm, in distributa ferro Bar supplementum Ratio non minus quam 0,25%, et muro lateralis proportionem ad augendae facultatem ad resistere lateralis proportionem. Et transitus laminum deorsum laminam necessitates ut utor mittere-in-locus reachfored concreta tabulata (crassitudine ≥120mm) et redigendum openings.

III. Material et constructione processus requisita

Applicationem summus vires ferro

Uti summus vires ferro de gradu Q355 aut supra ad reponere traditional Q235 ferro ad amplio tensile viribus et ductility in basi. Exempli gratia, ad applicationem rate of calidum-advolvit h-informibus ferro augetur ad L%, assequendum compositum ex lumine et altum afferentem facultatem.

Key nodi supplementum mensuras

Columna Pedes Design: High-Surge aedificia uti rigida articulis (inserta aut expositae columna pedes) et humilis-ortum copia tabulas can utor CARDING columna Pedes

Murus trabem structuram sectionem Width ≥300mm, altitudo ≥1 / X de spatio, Sirup Stracing ≤100mm, alvo Reinforcement Number ≥2Φ14, ancoris in columna.

Ignis praesidio et diuturnitatem

Steel components postulo ut tractari cum Fireproof coating et ignis resistentia modus non minus quam 1.5 horas. Sine tutela, ferro perdidit suum afferentem facultatem intra 15-20 minuta in ignem, sic opus est ut combined cum Fireproof tabula aut concreting