WO2006051575A1 - Modular system for the construction of overhead wire support and/or supporting pile foundations - Google Patents

Modular system for the construction of overhead wire support and/or supporting pile foundations Download PDF

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Publication number
WO2006051575A1
WO2006051575A1 PCT/IT2005/000658 IT2005000658W WO2006051575A1 WO 2006051575 A1 WO2006051575 A1 WO 2006051575A1 IT 2005000658 W IT2005000658 W IT 2005000658W WO 2006051575 A1 WO2006051575 A1 WO 2006051575A1
Authority
WO
WIPO (PCT)
Prior art keywords
construction
module
block
overhead wire
wire support
Prior art date
Application number
PCT/IT2005/000658
Other languages
French (fr)
Inventor
Antonio Procopio
Original Assignee
Co.Ge.P.I. S.R.L.
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 Co.Ge.P.I. S.R.L. filed Critical Co.Ge.P.I. S.R.L.
Priority to DE602005006833T priority Critical patent/DE602005006833D1/en
Priority to PL05813208T priority patent/PL1812667T3/en
Priority to EP05813208A priority patent/EP1812667B1/en
Priority to BRPI0517482-1A priority patent/BRPI0517482A/en
Priority to US11/719,188 priority patent/US20090074515A1/en
Priority to JP2007540841A priority patent/JP2008519924A/en
Publication of WO2006051575A1 publication Critical patent/WO2006051575A1/en
Priority to HR20080387T priority patent/HRP20080387T3/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
    • E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
    • E04H12/22—Sockets or holders for poles or posts

Definitions

  • i t consists in a new modular system for the construction of overhead wire support and/or supporting pile foundations.
  • Such a system presents critical aspects : mi scentring of the pouring pipe as to the foundation block; non-observance of the di stance between the di g and the pouring pipe base leading to a lower depth of pile installation in the ground; difficult control over the quality of the concrete, usuall y prepared on site or bought in a warehouse and then taken to the construction site; possible movement of the pouring pipe due to concrete di scharging; difficult squaring of the foundation block walls ; possible emerging block surface defects due to the realization of inclines preventing rain from flowing.
  • Such i ssues although in different sectors , are partially dealt with and solved in patent applications N° US6178714 and N° US20040001 14.
  • Application N° US6178714 relates to a system for the construction of a removable modular structure consisting of an even concrete base, regul arly spaced holes where to insert and lock vertical poles and/or columns; a series of standard size blocks, each provided with one or more fixing holes ; a series of fixing columns and poles representing, once inserted, the locking element for the assembly of next blocks, thus creating a wall which doesn't require the use of concrete and easy to dismantle.
  • Application N° US20040001 14 relates to a modular system for block construction consi sting of a semi fini shed object provi ded with a series of passages .
  • Semi fini shed objects can be made of plastic and filled with concrete or reinforcement steel bars in order to build beds, foundations, beams, walls and roofs.
  • the present invention consisting in a new modular system for the constructi on of overhead wire support and/or supporting pile foundations, aims at overcoming all the problems and disadvantages of the existing systems .
  • this new system aims at making the process of foundation constructi on efficient and effecti ve by making it less subject to those uncontrolled variations in the installation stages causing the above mentioned critical aspects .
  • the invention consi sts of three types (A, B , C) of prefabricated modules : they have different geometric features and can be composed following different patterns meeting all the foundati on construction requirements according to the kind of pile needed and to the steel bars used to lock the finished block layers and restoring the monolithicity of the block.
  • A, B , C prefabricated modules
  • Type A module prefabricated block used as a base to modules B and C, provided with four holes (one at each corner) for the installation of the fini shed block fixing bars restoring the monolithicity of the block itself, and with j ack notches necessary for the movement of the module.
  • Type B module prefabricated block used as a top layer to type A module. Type B modules are used in a high enough number to reach the depth of the foundation required depending on the pile to be installed. Type B module i s provided with four holes (one at each corner) for the installation of the finished block fixing bars restoring the monolithicity of the block itself, j ack notches necessary for the movement of the module, a central hole for installing the pile and ground cable grooves.
  • Type C module prefabricated block used at the top of an emerging block. Type C module is provided with four holes (one at each corner) for the installation of the finished block fixing bars restoring the monolithicity of the block itself, j ack
  • the main feature of the present inventi on is it's modularity which, by 85 composing prefabricated elements, improves and simplifies foundation construction in comparison to the traditional on site technique.
  • the present invention enables the construction of block foundations with a high technical-qualitati ve profi le and sol ves all the issues and cri tical aspects resulting from the traditional technique.
  • Fig. 1 shows a 3D view of the module composition layout for the 115 foundation construction : module A (acting as a base) (A), one or more module B layers (B), module C (C) and the bar (D) connecting the modules and restoring the monolithicity of the block.
  • Fig. 2 shows a 3D view and a longitudinal and cross section of type A module, featuring bar insertion holes (E) and module movement jacks 120 (F).
  • Fig. 3 shows a 3D view and a longitudinal and cross section of type B module, featuring the same holes (E) and j acks (F) as in fig. 2, a central hole (G) for the pile insertion and ground cable grooves (H).
  • Fi g. 4 shows a 3D view and a longitudinal and cross section of type C 125 module, featuring the same holes (E), j acks (F) and central hole (G) as in previous figures, and an inclined (L) surface (I) for rain flowing.
  • the invention i s not limited to the description gi ven but can be modified wi thout lying outside the patent.
  • Thi s invention has several advantages and enables the user to 130 overcome a number of problems which could not be solved if using currently available systems.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Foundations (AREA)
  • Suspension Of Electric Lines Or Cables (AREA)
  • Installation Of Indoor Wiring (AREA)
  • Supports For Plants (AREA)
  • Supports For Pipes And Cables (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)

Abstract

The present invention, consisting in a new modular system for the construction of overhead wire support and/or supporting pile foundations, aims at making the foundation building process less subject to uncontrolled variations in the construction stages and at improving technical and qualitative features of this kind of foundation in comparison to traditional on site foundations. The invention consists of prefabricated modules (type A, B and C): they have different geometric features and can be composed following different patterns so to meet all the foundation construction requirements according to the kind of pile needed and to the steel bars used to lock the finished block layers, restoring the monolithicity of the block.

Description

MOD ULAR SYSTEM FOR THE CONSTR UCTION OF O VERHEAD WIRE SUPPOR T AND/OR SUPPORTING PILE FOUNDA TIONS.
TECHNICAL FIELD The present invention relates to the modular building sector. Particularly, i t consists in a new modular system for the construction of overhead wire support and/or supporting pile foundations.
BACKGROUND ART The current system used for the construction of overhead wire support and/or supporting pile foundations consists in completely realizing the foundations on site, through different stages : hand or mechanical diggin g, positioning of the pouring pipe, hand concrete discharging, install ation of the pile by a mechanical mean . Such a system presents critical aspects : mi scentring of the pouring pipe as to the foundation block; non-observance of the di stance between the di g and the pouring pipe base leading to a lower depth of pile installation in the ground; difficult control over the quality of the concrete, usuall y prepared on site or bought in a warehouse and then taken to the construction site; possible movement of the pouring pipe due to concrete di scharging; difficult squaring of the foundation block walls ; possible emerging block surface defects due to the realization of inclines preventing rain from flowing. Such i ssues, although in different sectors , are partially dealt with and solved in patent applications N° US6178714 and N° US20040001 14.
Application N° US6178714 relates to a system for the construction of a removable modular structure consisting of an even concrete base, regul arly spaced holes where to insert and lock vertical poles and/or columns; a series of standard size blocks, each provided with one or more fixing holes ; a series of fixing columns and poles representing, once inserted, the locking element for the assembly of next blocks, thus creating a wall which doesn't require the use of concrete and easy to dismantle.
Application N° US20040001 14 relates to a modular system for block construction consi sting of a semi fini shed object provi ded with a series of passages . Semi fini shed objects can be made of plastic and filled with concrete or reinforcement steel bars in order to build beds, foundations, beams, walls and roofs.
However, neither the current building technique nor these two patent applications solve the above mentioned critical aspects.
DISCLOSURE OF INVENTION
The present invention , consisting in a new modular system for the constructi on of overhead wire support and/or supporting pile foundations, aims at overcoming all the problems and disadvantages of the existing systems . Particularl y, this new system aims at making the process of foundation constructi on efficient and effecti ve by making it less subject to those uncontrolled variations in the installation stages causing the above mentioned critical aspects .
The invention consi sts of three types (A, B , C) of prefabricated modules : they have different geometric features and can be composed following different patterns meeting all the foundati on construction requirements according to the kind of pile needed and to the steel bars used to lock the finished block layers and restoring the monolithicity of the block. Here follow the building features of the above mentioned modules.
• Type A module: prefabricated block used as a base to modules B and C, provided with four holes (one at each corner) for the installation of the fini shed block fixing bars restoring the monolithicity of the block itself, and with j ack notches necessary for the movement of the module.
• Type B module : prefabricated block used as a top layer to type A module. Type B modules are used in a high enough number to reach the depth of the foundation required depending on the pile to be installed. Type B module i s provided with four holes (one at each corner) for the installation of the finished block fixing bars restoring the monolithicity of the block itself, j ack notches necessary for the movement of the module, a central hole for installing the pile and ground cable grooves. • Type C module : prefabricated block used at the top of an emerging block. Type C module is provided with four holes (one at each corner) for the installation of the finished block fixing bars restoring the monolithicity of the block itself, j ack
75 notches necessary for the movement of the module, a central hole for installing the pile and a superficial incline allowing rain to flow .
• Steel bars: round elements which are inserted in each of the module A, B and C corner holes. Each element is then fixed by
80 filling the hollow space with high adherence expansive grout which is injected at a low pressure in order to allow the fixing of all block layers ("module solidarization ") and the restoration of the monolithicity of the block itself.
The main feature of the present inventi on is it's modularity which, by 85 composing prefabricated elements, improves and simplifies foundation construction in comparison to the traditional on site technique. The present invention enables the construction of block foundations with a high technical-qualitati ve profi le and sol ves all the issues and cri tical aspects resulting from the traditional technique. 90 Advantages of the present invention :
1. Total modul arity of the inventi on which , by using the right number of prefabricated modules , enables to reach the depth of the foundation required depending on the pile to be installed.
2. Hi gh technical-qualitative profile of the foundation block. 95 3. Easy installation allowing the pile centring and the creation of the right inclines for rain flowing.
4. Control of the insertion depth of the supporting pile.
5. Scientific control of the quali ty of the concrete used for module construction as directly produced in concrete production plants.
100 6. No concrete seasoning issues. Concrete can be considered
"mature" only 28 days after being discharged: therefore, all the stresses affecting the foundation block before these 28 days can lead to di saggregation of concrete components. 7. No waiting time for concrete hardenin g.
105 8. No inert material segregation .
9. No problems due to the working site as the quality of a foundation block constructed in a rough site is the same as that of a foundation block constructed on a plane.
10. Reduced buildin g time.
110 The above mentioned advantages will be clearer in the description of the enclosed pictures.
BRIEF DESCRIPTION OF DRAWINGS
Fig. 1 shows a 3D view of the module composition layout for the 115 foundation construction : module A (acting as a base) (A), one or more module B layers (B), module C (C) and the bar (D) connecting the modules and restoring the monolithicity of the block. Fig. 2 shows a 3D view and a longitudinal and cross section of type A module, featuring bar insertion holes (E) and module movement jacks 120 (F).
Fig. 3 shows a 3D view and a longitudinal and cross section of type B module, featuring the same holes (E) and j acks (F) as in fig. 2, a central hole (G) for the pile insertion and ground cable grooves (H).
Fi g. 4 shows a 3D view and a longitudinal and cross section of type C 125 module, featuring the same holes (E), j acks (F) and central hole (G) as in previous figures, and an inclined (L) surface (I) for rain flowing.
The invention i s not limited to the description gi ven but can be modified wi thout lying outside the patent.
Thi s invention has several advantages and enables the user to 130 overcome a number of problems which could not be solved if using currently available systems.

Claims

CLAIM.
1 . Modular system for the construction of overhead wire support and/or supporting pile foundations consisting of three types of prefabricate modules (A, B , C) and by round steel bars (D) . Type A module: prefabricated block used as a base to modules B and C, provided with four holes (one at each corner) for the installation of the finished block fixing bars restoring the monolithicity of the block itself, and with j ack notches necessary for the movement of the module. Type B module : prefabricated bl ock used as a top layer to type A module. Type B modules are used in a high enough number to reach the depth of the foundation required depending on the pile to be installed. Type B module is provided with four holes (one at each corner) for the installation of the finished block fixing bars restoring the monolithicity of the block itself, j ack notches necessary for the movement of the module, a central hole for installing the pile and ground cable grooves. Type C module: prefabricated block used at the top of an emerging block. Type C module is provided with four holes (one at each corner) for the installation of the finished block fixing bars restoring the monoli thici ty of the block itself, j ack notches necessary for the movement of the module, a central hole for installing the pi le and a superficial incline avoiding water stagnation. Steel bars : round elements which are inserted in each of the module A, B and C corner holes. Each element is then fixed by filling the hollow space with high adherence expansi ve grout which is inj ected at a low pressure in order to allow the fixing of all the block layers ("module solidarizati on ") and the restoration of the monolithicity of the block
160 itself.
2. Modular system for the construction of overhead wire support and/or supporting pile foundations characterised, as cl aimed in clai m 1 , by a total modularity resulting from the composition and combination of prefabricated modules.
165 3. Modul ar system for the construction of overhead wire support and/or supporting pile foundations characteri sed, as claimed in previous claims, by total universality resulting from the composition and combination of the ri ght number of prefabri cated type B modules meeting the foundation technical requirements depending on the
170 kind of pile used.
4. Modular system for the con struction of overhead wire support and/or supporting pile foundations characterised, as claimed in previous cl aims, by the use of steel bars which are inserted in the provided module holes and, then , fixed using hi gh adherence expansive grout
175 injected at a low pressure al lowing the fixing of all block layers
("module solidarization ") and the restoration of the monolithicity of the block itself.
5. Modular s ystem for the construction of overhead wire support and/or supporting pile foundations characteri sed, as claimed in previous
180 claims, by the use of prefabricated elements assuring the construction of a foundation block with high technical and qualitati ve features.
6. Modular system for the constructi on of overhead wire support and/or supporting pile foundations characteri sed, as claimed in previous
185 claims, by the guaranteed centring of the support and/or pile as to the foundation block.
7. Modular system for the construction of overhead wire support and/or supporting pile foundations characterised, as claimed in previous claims, by the possibility of controlling the supporting pile insertion
190 depth.
8. Modular system for the construction of overhead wire support and/or supporting pile foundations characterised, as claimed in previous claims, by the use of prefabricated elements assuring shorter bui lding times compared to the traditional on site technique.
195 9. Modul ar system for the construction of overhead wire support and/or supporting pile foundations characteri sed, as claimed in previous claims, by an easy construction process.
10. Modular system for the construction of overhead wire support and/or supporting pi le foundati ons characterised, as cl aimed in
200 previous claims, by the possibility of installing module C at the top of the block in order to build emerging foundations.
1 1 . Modular system for the construction of overhead wire support and/or supporting pile foundations characterised, as claimed in previous claims , by the possible use of piles made of cac, sheet-
205 zinc , different metals, wood, resins and several composed materials.
12. Modular system for the construction of overhead wire support and/or supporting pile foundations characterised, as cl aimed in previous claims, by no problems rel ating to concrete seasoning and inert material segregation .
210 13. Modular system for the construction of overhead wire support and/or supporting pile foundations characterised, as claimed in previous claims, by the foundation construction according to required specifications, regardless of the site geotechnical features.
PCT/IT2005/000658 2004-11-11 2005-11-11 Modular system for the construction of overhead wire support and/or supporting pile foundations WO2006051575A1 (en)

Priority Applications (7)

Application Number Priority Date Filing Date Title
DE602005006833T DE602005006833D1 (en) 2004-11-11 2005-11-11 MODULAR SYSTEM FOR CONSTRUCTION OF A TRANSFER WIRE SUPPORT AND / OR SUPPORT FOUNDATION TERM
PL05813208T PL1812667T3 (en) 2004-11-11 2005-11-11 Modular system for the construction of overhead wire support and/or supporting pile foundations
EP05813208A EP1812667B1 (en) 2004-11-11 2005-11-11 Modular system for the construction of overhead wire support and/or supporting pile foundations
BRPI0517482-1A BRPI0517482A (en) 2004-11-11 2005-11-11 modular system for the construction of overhead cable support and / or support pillar foundations
US11/719,188 US20090074515A1 (en) 2004-11-11 2005-11-11 Modular System for the Construction of Overhead Wire Support and/or Supporting Pile foundations
JP2007540841A JP2008519924A (en) 2004-11-11 2005-11-11 Modular system for construction of overhead wire supports and / or support pile foundations
HR20080387T HRP20080387T3 (en) 2004-11-11 2008-08-11 Modular system for the construction of overhead wire support and/or supporting pile foundations

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
ITCZ2004A000018 2004-11-11
IT000018A ITCZ20040018A1 (en) 2004-11-11 2004-11-11 MODULAR SYSTEM FOR THE FOUNDATION CONSTRUCTION FOR SUPPORT OF AIR LINES AND / OR SUPPORT POLES

Publications (1)

Publication Number Publication Date
WO2006051575A1 true WO2006051575A1 (en) 2006-05-18

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ID=35788171

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Application Number Title Priority Date Filing Date
PCT/IT2005/000658 WO2006051575A1 (en) 2004-11-11 2005-11-11 Modular system for the construction of overhead wire support and/or supporting pile foundations

Country Status (12)

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US (1) US20090074515A1 (en)
EP (1) EP1812667B1 (en)
JP (1) JP2008519924A (en)
CN (1) CN100529312C (en)
AT (1) ATE395485T1 (en)
BR (1) BRPI0517482A (en)
DE (1) DE602005006833D1 (en)
HR (1) HRP20080387T3 (en)
IT (1) ITCZ20040018A1 (en)
PL (1) PL1812667T3 (en)
RU (1) RU2353740C2 (en)
WO (1) WO2006051575A1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2007110892A2 (en) * 2006-03-28 2007-10-04 Co.Ge.P.I. S.R.L. Modular system for the realization of foundations for supports of overhead lines and/or support piles
CN103195078A (en) * 2012-01-04 2013-07-10 赵正义 Module positioning structure of vertical connection bolt

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MD4096C1 (en) * 2009-06-01 2011-09-30 Институт Энергетики Академии Наук Молдовы Portable foundation device
KR101002234B1 (en) 2010-06-24 2010-12-20 이진영 Anchor-box for pillar of guide plate and installation method thereof
JP5484288B2 (en) * 2010-10-22 2014-05-07 株式会社Ｌｉｘｉｌ Column foundations such as carports and terraces, column foundation construction methods and precast concrete blocks
TW201247971A (en) * 2011-05-24 2012-12-01 Dehan Intellectual Technology Co Ltd Building fundamental pile and construction method thereof
DE102013216343A1 (en) * 2013-08-19 2015-02-19 Wobben Properties Gmbh Wind turbine foundation and wind turbine
IT201700037472A1 (en) * 2017-04-05 2018-10-05 Metalco Active S R L HEXAGONAL PLATFORM READY TO USE REVERSIBLY INSTALLABLE FOR ANY MODULAR GYM.
CN108914718B (en) * 2018-06-07 2023-11-17 中铁二院工程集团有限责任公司 Construction method for foundation preformed hole structure of high-speed railway reinforced earth retaining wall subgrade contact net
CN108951687A (en) * 2018-08-06 2018-12-07 国网上海市电力公司 A kind of removable pole-foundation component
CN111945769B (en) * 2018-08-08 2022-08-09 河南沪江电缆有限公司 Pile foundation fixing device for civil construction
RU203692U1 (en) * 2020-07-22 2021-04-15 Андрей Сергеевич Шелахаев Pin base

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Publication number Priority date Publication date Assignee Title
WO2007110892A2 (en) * 2006-03-28 2007-10-04 Co.Ge.P.I. S.R.L. Modular system for the realization of foundations for supports of overhead lines and/or support piles
WO2007110892A3 (en) * 2006-03-28 2007-11-22 Co Ge P I S R L Modular system for the realization of foundations for supports of overhead lines and/or support piles
CN103195078A (en) * 2012-01-04 2013-07-10 赵正义 Module positioning structure of vertical connection bolt
CN103195078B (en) * 2012-01-04 2015-11-25 赵正义 The module locating structure of vertical connecting bolt

Also Published As

Publication number Publication date
HRP20080387T3 (en) 2008-11-30
EP1812667B1 (en) 2008-05-14
CN100529312C (en) 2009-08-19
RU2353740C2 (en) 2009-04-27
RU2007121699A (en) 2008-12-20
ITCZ20040018A1 (en) 2005-02-11
BRPI0517482A (en) 2008-10-14
DE602005006833D1 (en) 2008-06-26
CN101124380A (en) 2008-02-13
US20090074515A1 (en) 2009-03-19
EP1812667A1 (en) 2007-08-01
PL1812667T3 (en) 2008-12-31
ATE395485T1 (en) 2008-05-15
JP2008519924A (en) 2008-06-12

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