PL447227A1 - Well foundation made of prefabricated large-sized elements, especially for power poles - Google Patents

Well foundation made of prefabricated large-sized elements, especially for power poles

Info

Publication number
PL447227A1
PL447227A1 PL447227A PL44722723A PL447227A1 PL 447227 A1 PL447227 A1 PL 447227A1 PL 447227 A PL447227 A PL 447227A PL 44722723 A PL44722723 A PL 44722723A PL 447227 A1 PL447227 A1 PL 447227A1
Authority
PL
Poland
Prior art keywords
anchors
ring
rings
holes
power poles
Prior art date
Application number
PL447227A
Other languages
Polish (pl)
Inventor
Marta Stenka
Anna Brzozowska
Roman Dratwa
Paweł Dratwa
Original Assignee
Wpż Elbud Gdańsk Spółka Z Ograniczoną Odpowiedzialnością
Spie Elbud Gdańsk Spółka Akcyjna
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 Wpż Elbud Gdańsk Spółka Z Ograniczoną Odpowiedzialnością, Spie Elbud Gdańsk Spółka Akcyjna filed Critical Wpż Elbud Gdańsk Spółka Z Ograniczoną Odpowiedzialnością
Priority to PL447227A priority Critical patent/PL447227A1/en
Publication of PL447227A1 publication Critical patent/PL447227A1/en

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D27/00Foundations as substructures
    • E02D27/32Foundations for special purposes
    • E02D27/42Foundations for poles, masts or chimneys
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00Independent underground or underwater structures; Retaining walls
    • E02D29/12Manhole shafts; Other inspection or access chambers; Accessories therefor
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04HBUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22Sockets or holders for poles or posts

Landscapes

  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Mining & Mineral Resources (AREA)
  • Paleontology (AREA)
  • General Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Environmental & Geological Engineering (AREA)
  • Foundations (AREA)

Abstract

Fundament studniowy z prefabrykowanych wielkogabarytowych elementów, zwłaszcza do słupów energetycznych składa się z posadowionych na sobie betonowych kręgów, które mają w części górnej na płaszczyźnie czołowej wyprowadzone, częściowo zatopione w betonie kotwy. Kotwy kręgu przykrywkowego stanowią pierścień kotwiący do mocowania zewnętrznych elementów konstrukcyjnych, korzystnie słupowych. W dolnej części kręgów (2, 3) są odpowiadające kotwom (4) sąsiadującego kręgu otwory dla kotew. W kręgach (1, 2, 3) są symetrycznie do otworów ukształtowane na zewnętrznym obwodzie gniazda (6). Według wynalazku krąg z nożem (1) i kręgi łączące (2) mają zbrojenie (7) podwójnymi siatkami zbrojenia, zewnętrzną i wewnętrzną. Krąg przykrywkowy (3) w dolnej części ma kołnierz (3a) z przelotowymi otworami na kotwy (4), a krąg z nożem (1) w części dolnej ukształtowany jest ze skosem do wewnątrz. Wnętrze fundamentu wypełnione jest gruntem z urobku.A well foundation made of prefabricated large-sized elements, especially for power poles, consists of concrete rings placed one on another, which have anchors led out in the upper part on the frontal plane, partially immersed in concrete. The anchors of the cover ring constitute an anchor ring for fastening external structural elements, preferably pole elements. In the lower part of the rings (2, 3) there are holes for anchors corresponding to the anchors (4) of the neighbouring ring. In the rings (1, 2, 3) there are symmetrically shaped holes on the outer circumference of the socket (6). According to the invention, the ring with the knife (1) and the connecting rings (2) have reinforcement (7) with double reinforcement meshes, external and internal. The cover ring (3) has a collar (3a) in the lower part with through holes for anchors (4), and the ring with the knife (1) in the lower part is shaped with an inward slope. The interior of the foundation is filled with soil from the excavated material.

PL447227A 2023-12-21 2023-12-21 Well foundation made of prefabricated large-sized elements, especially for power poles PL447227A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
PL447227A PL447227A1 (en) 2023-12-21 2023-12-21 Well foundation made of prefabricated large-sized elements, especially for power poles

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
PL447227A PL447227A1 (en) 2023-12-21 2023-12-21 Well foundation made of prefabricated large-sized elements, especially for power poles

Publications (1)

Publication Number Publication Date
PL447227A1 true PL447227A1 (en) 2025-06-23

Family

ID=96092997

Family Applications (1)

Application Number Title Priority Date Filing Date
PL447227A PL447227A1 (en) 2023-12-21 2023-12-21 Well foundation made of prefabricated large-sized elements, especially for power poles

Country Status (1)

Country Link
PL (1) PL447227A1 (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PL63280Y1 (en) * 2003-12-29 2007-07-31 Politechnika Swietokrzyska Main horizontal reiforcement of spot footings
PL388966A1 (en) * 2009-09-04 2011-03-14 Budokrusz Spółka Z Ograniczoną Odpowiedzialnością Sedimentation tank block
EP3201924A2 (en) * 2014-09-27 2017-08-09 Qualcomm Incorporated Constant sensing current for reading resistive memory
PL243836B1 (en) * 2019-03-22 2023-10-16 Dratwa Pawel The foundation consists of prefabricated large-size elements with increased stability and durability

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
PL63280Y1 (en) * 2003-12-29 2007-07-31 Politechnika Swietokrzyska Main horizontal reiforcement of spot footings
PL388966A1 (en) * 2009-09-04 2011-03-14 Budokrusz Spółka Z Ograniczoną Odpowiedzialnością Sedimentation tank block
EP3201924A2 (en) * 2014-09-27 2017-08-09 Qualcomm Incorporated Constant sensing current for reading resistive memory
PL243836B1 (en) * 2019-03-22 2023-10-16 Dratwa Pawel The foundation consists of prefabricated large-size elements with increased stability and durability

Similar Documents

Publication Publication Date Title
CA2844373C (en) Perimeter pile anchor foundation
US20200263380A1 (en) Tubular rivet foundation for onshore wind turbine generators
EP3892779A1 (en) Foundation for wind turbine towers
CN105008717A (en) Wind turbine tower arrangement
CN107059773A (en) Assembled integral revetment structure and its construction method on a kind of soft soil foundation
US3087308A (en) Method of installing piles for resisting upward soil movements
PL447227A1 (en) Well foundation made of prefabricated large-sized elements, especially for power poles
SE1951274A1 (en) Fundament för ett vindturbinstorn
CN111501818B (en) Cement pole foundation in soft soil area and construction method thereof
US10662605B2 (en) Post-tension tube foundation and method of assembling same
CN108222054B (en) Tower-crane foundation structure and its construction method
KR102223856B1 (en) Foundation structure of waste landfill site and construction method thereof
CN210066764U (en) Large-scale foundation pit supporting and waterproof structure
CN102605801A (en) Suspension semi-reverse-construction method for underground circular water tank
CN108086307A (en) Compound mini pile is perfused in concrete filled steel tube borehole
CN208293604U (en) Prefabrication type High-Rise Pile Cap Foundation
CN208870046U (en) A kind of bowed out drag-line beam supporting construction of foundation pit
JP3986328B2 (en) Ground liquefaction prevention method
KR100822004B1 (en) Conical cast-in-place foundation
CN212129195U (en) Newly-increased steel-pipe pile and anchor of back additional bearing platform in basis transformation
CN212477843U (en) Anti-floating structure for implanting prefabricated anchor rod by utilizing substrate reinforcement body
US20200208612A1 (en) Bionic Root Foundation for Onshore Wind Turbine Generators
JP4475116B2 (en) Vertical shaft structure and its construction method
CN106988321A (en) A kind of miscellaneous fill foundation ditch bamboo reinforcement support system and its construction method
US833202A (en) Pole-base.