PL120620U1 - Truss mast - Google Patents

Truss mast

Info

Publication number
PL120620U1
PL120620U1 PL120620U PL12062011U PL120620U1 PL 120620 U1 PL120620 U1 PL 120620U1 PL 120620 U PL120620 U PL 120620U PL 12062011 U PL12062011 U PL 12062011U PL 120620 U1 PL120620 U1 PL 120620U1
Authority
PL
Poland
Prior art keywords
bars
section
segment
truss
horizontal
Prior art date
Application number
PL120620U
Other languages
Polish (pl)
Other versions
PL67556Y1 (en
Inventor
Miroslaw Zwolinski
Original Assignee
Olan Spólka Z Ograniczona Odpowiedzialnoscia
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 Olan Spólka Z Ograniczona Odpowiedzialnoscia filed Critical Olan Spólka Z Ograniczona Odpowiedzialnoscia
Priority to PL120620U priority Critical patent/PL67556Y1/en
Publication of PL120620U1 publication Critical patent/PL120620U1/en
Publication of PL67556Y1 publication Critical patent/PL67556Y1/en

Links

Landscapes

  • Rod-Shaped Construction Members (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

Maszt kratownicowy zawierający kratownicowe segmenty główne o przekroju trójkąta równobocznego, które składają się z trzech wzdłużnych prętów zamykających, przebiegających przez narożniki trójkąta stanowiącego przekrój segmentu, pomiędzy którymi zamocowane są naprzemiennie skośne pręty usztywniające i poziome pręty usztywniające, tworzące kratownice na każdym z boków segmentu, charakteryzuje się tym, że poziome pręty usztywniające (102) co najmniej jednego z boków każdego segmentu mają na górnej powierzchni zewnętrznej przebiegające w kierunku długości pręta karby.The truss mast with truss main segments with an equilateral triangle cross-section, which consists of three longitudinal closing bars, running through the corners of the triangle constituting the section section, between which diagonal stiffening bars and horizontal stiffening bars are fixed alternately, forming trusses on each side of the segment, is characterized by characterized in that the horizontal bracing bars (102) of at least one of the sides of each segment have notches on their upper outer surface extending in the length direction of the bar.

PL120620U 2011-12-28 2011-12-28 Truss mast PL67556Y1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL120620U PL67556Y1 (en) 2011-12-28 2011-12-28 Truss mast

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PL120620U PL67556Y1 (en) 2011-12-28 2011-12-28 Truss mast

Publications (2)

Publication Number Publication Date
PL120620U1 true PL120620U1 (en) 2013-07-08
PL67556Y1 PL67556Y1 (en) 2015-01-30

Family

ID=48748864

Family Applications (1)

Application Number Title Priority Date Filing Date
PL120620U PL67556Y1 (en) 2011-12-28 2011-12-28 Truss mast

Country Status (1)

Country Link
PL (1) PL67556Y1 (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106285164A (en) * 2016-08-31 2017-01-04 中国矿业大学(北京) A kind of lattice wind turbine tower
PL71659Y1 (en) * 2018-02-15 2020-11-30 Wasko Spolka Akcyjna Framework tower

Also Published As

Publication number Publication date
PL67556Y1 (en) 2015-01-30

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