Congregati aedificia | Introductio provectus mature et applicabiles novum technologies-convenerunt ferro frame interlocking truss structural ratio

Technical Content

Et convenerunt Steel frame traiecit truss structuram ratio est composito ex frame columnas, transversus planum trusses et pavimento tabulata. The columns are arranged in the periphery of the house without center columns, the height of trusses is the same as the height of the floors, and the length is the same as the width of the house structure, and the ends of trusses are supported on the periphery frame columns, and along the direction of the height, the trusses are arranged on the adjacent frame columns for the staggered arrangement of the upper and lower floors. Unum finem pavimento tabula suffultus superiorem chordam de Truss et alterum finem sustentatur in inferiore chorde vicinarum truss. Potest formare magna foramen cum bis columna spacing, obtinendae maior foramen et profundum in terms of architecturae munus et facilitandis liberum dispositio. Potest fieri in rectangular ostium, extruxerat ANDRON vel coniungere proximi cella non inclinavit tela inter sectiones in span de joist. In praesens, fere omnes ferro structuram products pro apartment aedificia adopt ferro frame structuram, ferro frame-firmamentum structuram, quod uti magna moles ferro, et de summo standardation structure aedificia, et ad summum standardum structuram aedificia, et in summo standardum structuram aedificia, et ad summum standardum structuram aedificia, et ad summum standardum structuram aedificia, et ad necessitates in apartment tecta.

Fig. I movebered truss axonometric drawing

Ob ad proprietates de spatio vim coordinationem de moverentur truss structuram, areæ tabula est involved in altiore structural calculo in consilio et in altiore analogum et in consilio et in altiore et adoptando adoptando in Traditional Framing system, et seismic structural mensuras superiores et calculation recensionem de nexu inter pavimento tabula et in Planar TRUS TURALE CAUSARIUS oportet considerari maxime. Praesertim seismic repugnans structuram de area tabula et plano truss chorde nexu debet considerari et calculus sit recenseo.

Structura de TUCLS maxime includit ferro columnas, planum trusses et frame trabes. In productio scaena, praeter occurrens qualis vexillum ferro structuram, in ferro components debet focus in ensuring in praecisione planum, adoptandas de mensuris et mensuram superficiem in translationem processus.

Cum installing columnas, trusses, trabes, adstringit et alia magna sodales in constructione processus de movebered Joist, oportet ad rectam et figere eos in separatum unitates ad formare spatiales stabilization et in separatim unitates ad formare spatiam stabilization et in separatim unitates ad formare in spatio et fix eos in singulis unitatibus ad formare in spatiis et figere eos in separatim unitates ad formare spatiam stabilization eos in separatim unitates ad formare ad rectam et figere eos in separatim unitates ad formare in spatio stabilization systematis. In processus installing area tabula, symmetrical elevatio adoptari ne stabilization trusses in processus ex-of-faciem constructionem.

Figura II elevatio constructione de truss

Technical Indicatores

I. Technical Index in Design

(I) De consilio et constructione interlocking truss structure technica ratio et propinquos meos cum pertineret praescriptis de current nationalibus signa, ut "Interlocking Truss Steel Structure Design" Mors Principium "GB (V) XVII;

(II) et salus gradus et consilium ministerium vitae structuram occurret praescripta current nationalibus signa "unitati vexillum pro reliability consilio ipsum structures" (GB (V) DLXXXVIII); TUCS movebitur structura erit disposito ad terminum statu onus afferentem facultatem et terminum statum normalem usum;

(III) TUGS TUGS Structura non computetur cum combined trabem effectum, cum analyzing vertical loading; Truss movebitur structura debet esse cum combined trabem effectum, cum analyzing horizontale transversus loading;

(IV) et oeconomicae altitudo-ut-latitudo ratio de movergered truss structuram erit III ~ VI, et spatio truss non erit ultra 21m; et span-ad-altitudo Ratio of truss erit V ~ VI; Et longitudinalis columnae spacing structuram erit VI ~ 9m;

(V) Cum cavum Web Truss adhibetur in consilio, Truss Nodes debet esse disposito ut rigida nodis et nexu inter Truss chordas et columnas debet esse disposito secundum rigidum nexu; Cum Hybrid Truss adhibetur, chordas sit continua, et connexionem inter Truss et chordas et nexum inter Truss et columnas potest disposito secundum articulationem.

II. Technical Index in productione et fabricare

Post fabricam membris, inspectionem department et represserat et suscipere complevit products secundum requisita constructione detail drawing et praescripta huius specificationem. Deviationem figura et geometrica dimensionem TUGS debet esse secundum consilium requisita et relevant praescriptis GB (L) CCV et JGJ XCIX et JGJ (V) CCV et Cfr (V) CCV et Ferrum (V) CCV et in Cod (Cf. (L) CCV et Codex (Cfr (V) CCV et Codex in GB (V) CCV et Construction of Cod (Cf. (V) CCV et Construction of Cod (Cf. (L) CCV et Codex de Code (Cf. (L) CCV et Clitch of GB (V) CCV et Cfr (Cf. (V) CCV et Clitch (Cf. (V) CCV et Cfr (L) CCV et Code Project.

III. Technical Index in constructione et institutionem

(I) De constructione organization consilio pro installation of interlaried Truss ferro frame structura et ferri exigente consilio documenta et constructione drawings, et ferro compages installation exequitur secundum constructionem organization institutionem. Institutionem procedendi oportet ut structuram formas a firmum spatium ratio et non ducunt ad permanens deformatio structuram.

(II) Installation of Sterngered Joitas Steel frame structuram et constructione aedificii operimentum et ferri ex successive, et distantia inter duas operationes non excedunt V contignationibus.

Technicae commoda

I. Standardization TUGS structura: Ob ad unicum accentus inducit de movered truss structure, specificationem truss potest esse clausum ut animadverto norma productionem;

2. integrated integration technology: realize the integrated integration technology of staggered structure with building maintenance system, equipment system and decoration system, especially the integrated technology of truss and inner partition wall solves the fireproofing problem of steel structure and the integrated integration of pipeline, so as to reduce the dosage of fireproofing paint and the secondary cutting in the construction site, reduce the dust and realize the green Construction;

III. Industrialized productio de TUGS structura; Calidum advolvit H-Type Steel columnas sunt enim in ferro columnas et complevit rectangulum ferro fistularum sunt pro TRUS TUCS potest animadverto automated productio de TUGS structura,

IV. Bonum economic euismod, ferro consummatio est salvus per XX% et fundamentum reducitur per XXX%;

V. Bonus transversability: una-span structuram absque columnas in medio potest esse intellexerunt, quod est conveniens ad postea aedificium transformatio;

VI. Construction Efficens: nodorum sunt plene falled, convenient constructione;

VII. Altus structural Rightitatem, bonum consolatio in usu.

Scope of application

Sterngered Joist structuram est idoneam multi-summus-ortum aedificia cum regularis aedificium consilii ut apartment, deversorium, dormitorium, hospitalis et sic in area VI ~ VIII gradum seismic et sic in area of ​​VI ~ VIII gradum seismic intensionem. Sterngered Joist et Steel frame structuram, ferro frame Support structuram potest esse mixta ad occursum specifica necessitatibus aedificii.