BRÜG­GE­MANN / Steel con­struc­tion

Con­struc­tion of a new pro­duc­tion buil­ding and logistics buil­ding for the manu­fac­tu­re, packa­ging and ship­ping of plastic addi­ti­ves. A fire pro­tec­tion requi­re­ment of F90 app­lies to the ent­i­re buil­ding. In order to ful­fil this requi­re­ment, while at the same time assemb­ling quick­ly with small com­po­nent dimen­si­ons and part­ly varia­ble inte­rior space, a com­po­si­te con­struc­tion was selec­ted for the imple­men­ta­ti­on pro­cess. The lift tower and sta­ir tower is struc­tu­ral­ly sepa­ra­ted from the buil­ding and was con­struc­ted as an in-situ con­cre­te pro­cess. The escape stair­wells are pure steel con­struc­tions. The foun­da­ti­on was car­ri­ed out with piles at a depth of approx. 10 m into the rock lay­er.

3D-CON­STRUC­TION
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COM­PO­SI­TE CON­STRUC­TION

ASPECT 1

Com­po­si­te con­struc­tion

All beams, sup­ports and dia­go­nals were desi­gned as com­po­si­te beams with cham­be­red con­cre­te. The cham­be­red con­cre­te was uti­li­sed as load-bea­ring con­cre­te under com­pres­si­ve loads. The inter­ac­tion of steel pro­files and con­cre­te signi­fi­cant­ly increa­ses the load-bea­ring capa­ci­ty of the indi­vi­du­al com­pon­ents while still main­tai­ning the same exter­nal dimen­si­ons. In order to ful­fil the fire pro­tec­tion requi­re­ments, an addi­tio­nal fire pro­tec­tion rein­force­ment was inser­ted into the pro­fi­le cham­bers.
In the area of the con­nec­tions, the con­struc­tion was desi­gned in such a way that it was always pos­si­ble to con­nect steel to steel. The­se are­as were sub­se­quent­ly grou­t­ed on site to ensu­re the load-bea­ring effect under com­pres­si­ve load and stress as well as fire pro­tec­tion.

IN DETAIL

FOUN­DA­TI­ON

ASPECT 2

Foun­da­ti­on

A pile foun­da­ti­on was selec­ted in order to safe­ly divert the lar­ge buil­ding loads into the ground which, at the same time, had poor ground con­di­ti­ons. 68 deep bored piles with a dia­me­ter of 90 cm and/or 120 cm were inser­ted into the ground. The piles were clam­ped into the exis­ting rock face at a depth of approx. 10 metres. The pile heads were sub­se­quent­ly con­nec­ted with a foun­da­ti­on beam on which the buil­ding sup­ports stand.

IN DETAIL

DEVE­LOP­MENT

ASPECT 3

Deve­lop­ment

The lift tower and sta­ir tower were car­ri­ed out as an in-situ con­cre­te pro­cess. A joint sepa­ra­tes the con­nec­ting tower from the buil­ding. This the­re­fo­re ensu­res a struc­tu­ral sepa­ra­ti­on from the buil­ding and pre­vents cons­trai­ning forces due to the dif­fe­rent degrees of stiff­ness invol­ved.
The escape stair­ca­se on the rear side of the buil­ding is a pure steel con­struc­tion and also pro­vi­des the con­nec­tion to the exis­ting buil­dings. The stairs the­re­fo­re had to be deve­lo­ped in such a way that the floor levels in the exis­ting buil­ding which devia­ted from tho­se of the new buil­ding could also be easi­ly reached. They were adap­ted to the actu­al distan­ce to the exis­ting buil­ding once the assem­bly work on the new pro­duc­tion buil­ding had been com­ple­ted.

IN DETAIL