US20170121987A1 - Building structural connector and the method of erecting walls - Google Patents

Building structural connector and the method of erecting walls Download PDF

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Publication number
US20170121987A1
US20170121987A1 US15/335,486 US201615335486A US2017121987A1 US 20170121987 A1 US20170121987 A1 US 20170121987A1 US 201615335486 A US201615335486 A US 201615335486A US 2017121987 A1 US2017121987 A1 US 2017121987A1
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United States
Prior art keywords
distancing
panels
shuttering
plates
walls
Prior art date
Legal status (The legal status 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 status listed.)
Abandoned
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US15/335,486
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English (en)
Inventor
Mariusz Androsiuk
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Andervision Sp Z OO
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Andervision Sp Z OO
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Publication date
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Publication of US20170121987A1 publication Critical patent/US20170121987A1/en
Abandoned legal-status Critical Current

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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8652—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties located in the joints of the forms
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
    • E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
    • E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E04G17/0655—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
    • E04G17/0658—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts remaining completely or partially embedded in the cast material
    • E04B1/40—
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84—Walls made by casting, pouring, or tamping in situ
    • E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms

Definitions

  • the invention concerns a building structural connector and a method of erecting walls using the building structural connector which is intended for use in building concrete walls, especially when shuttering panels of foamed polystyrene are applied.
  • building structural connectors of different types designated for joining panels which form the shuttering for the erected walls and for ensuring an appropriate distance between the parallel panels forming the shuttering.
  • the structure of the connectors is adjusted to the specific application and depends, in particular, on the type of the material of which shuttering panels are made and on whether the shuttering is removed once the wall is erected or left to serve as e.g. insulation layer or cladding, etc.
  • the connectors used in the so-called ICF (Insulating Concrete Forms) systems i.e. technologies of erecting concrete walls in a shuttering made of interconnected Styrofoam profiles, represent a specific group of connectors. These connectors are either integrated with the shuttering panels or constitute separate elements slipped into the dedicated openings in the connected panels.
  • erecting walls there is a method which consists in filling the space between the shuttering walls with liquid concrete mix, particularly when the shuttering is assembled of Styrofoam panels.
  • the shuttering walls are formed by connecting individual panels one to another using the tong-and-groove connections formed therein and/or using connectors integrated with the panels, or slipped into the dedicated openings formed in the panels.
  • the methods used to stabilize the vertical shuttering walls and protect them against being pushed apart include dismountable external reinforcing elements of different kinds, supports, and bracings, such as planks, poles, bolts, or props.
  • the erected shuttering walls differ in height, and the space between them is filled either in a single concrete pouring operation; alternatively, the subsequent layers of shuttering and concrete are erected only once the preceding layer of the concrete mix has set.
  • the shuttering panels and their connectors can be left as a stay-in-place formwork to serve as an insulating layer on the wall which can then be covered with plaster, cladding, etc.
  • EPS expanded polystyrene
  • the single connecting member takes the form of a longitudinal structural element fitted with fixing plate elements on its ends, having at least one transverse narrowing and axial fixing and guiding protrusions located on the external sides of the fixing plate elements, where the protrusions may have longitudinal openings reaching down to the transverse narrowings.
  • Disclosed in American patent application No. U.S. Pat. No. 3,985,329 is a folded shuttering and special connectors therefor.
  • the proposed connector has a distancing member at the ends of which holders are fixed on flexible hinges, where the holders have plates which rest on the shuttering panels, as well as longitudinal fixing elements which reach outside the shuttering through the openings in the panels and are fitted with threaded nuts.
  • U.S. Pat. No. 4,765,109 is an adjustable connector designated for joining parallel shuttering panels to each other.
  • the connector consists of two separate longitudinal elements which are connected to each other on one side with pegs and the corresponding holes arranged alternatingly on their contacting surfaces so that the length of this part of the connector is adjustable. Every other end of the longitudinal element is fitted with two vertical plates, an inner one and an outer one, positioned perpendicular to the longitudinal axis of the connector, set at a distance from each another and connected to each other with at least two arms.
  • the arms between the inner plate and the outer plate can be combined of two parts connected to each other with pegs and the corresponding holes arranged alternatingly.
  • the connectors are slipped into the dedicated slots in the shuttering panels so that the external plate finds itself on the external panel wall, and the internal plate on the internal panel wall. If it is necessary to remove the shuttering panels once the building wall is complete, the external plates of the connectors must be cut off, following which it may be necessary to remove any protruding arms and internal plates.
  • Building structural connector having at least one longitudinal two-part distancing member fitted with technical measures allowing to adjust its length, as well as fixing members connected thereto on both sides for the fixing of the connector to the shuttering panels, as well as fitted with vertical plates perpendicular to the longitudinal axis of the connector, characterized in that the entire distancing member is placed between the inner surfaces of the shuttering panels and ends on its both ends with distancing plates having sockets with a thread corresponding to the threaded end of the fixing member inserted therein, where the fixing member ends on its other end with the limiting plate and takes the form of a rod slipped into the ducts of the shuttering panel.
  • the limiting plates on the external wall have at least two regularly arranged convex elements, and on the wall of the distancing plates on the side of the fixing member there are concave spots corresponding to the convex elements.
  • the connector consists of two identical distancing members and three identical fixing members.
  • the connector consists of a single distancing member and two identical fixing members.
  • the distancing member takes the form of two identical flat elements connected together with alternatingly arranged pegs and holes, and the axis of the socket in each of the distancing plates runs along the plane of contact of the flat elements.
  • the distancing member takes the form of two identical flat elements connected together with alternatingly placed groove-and-tongue connections, and the axis of the socket in each of the distancing plates runs along the plane of contact of the flat elements.
  • the sockets in the distancing plates extend into the flat elements.
  • the inner sides of the distancing plates fit tightly to the walls of the flat elements.
  • the sockets have at least one narrowing, the outer diameter of which is smaller than or equal to the inner diameter of the socket in the section which connects the distancing plate with the wall of the flat element, where the narrowing enables cutting the distancing plate off the flat element of the distancing member of the connector in the finished concrete wall by inserting a bore the diameter of which is larger than the diameter of the narrowing into the socket in the distancing plate and reaming the narrowing so as to detach the elements.
  • the opening left after removing the distancing plate from the concrete wall can be filled with a filling material such as concrete which allows to obtain a smooth finish of the erected building wall.
  • the longitudinal groove which reaches up to the threaded part of the socket in the distancing plate and accumulates any potential moisture undesirable in the concrete wall.
  • water vapor which permeates through the wall can condensate.
  • the longitudinal groove enable to inspect the wall for moisture content by inserting a probe into the groove through the socket in the distancing plate. It is also possible to connect longitudinal grooves in a two-segment distancing member by making a hole in the corresponding pair of the fixing devices (peg and hole or tongue and groove). In this way it is possible to obtain an air duct going all across the concrete wall.
  • the convex elements of the limiting plates and concave spots of the distancing plates are cylindrical in shape.
  • the convex elements end with a flange formed thereon, and the concave spots have a corresponding scoop, thus forming a clasp connection.
  • the grooves in the distancing plates make it also possible to attach an additional spatial element between the distancing plate and the shuttering wall, as well as an element which would be removed after the concrete in the erected wall has set, thus facilitating the forming of e.g. installation ducts.
  • the additional spatial element may take the form of a strip with carves for the threaded end of the fixing member to pass through, as well as protruding elements to be connected with the distancing plate wall.
  • a different spatial element may be used in a similar way, where the element takes the form of a stencil for making indented patterns on the concrete finishing layer in a simple and cost-effective way.
  • the method of erecting walls using the building structural connector which consists in drawing the line along which the building wall will run on the floor and then on erecting parallel vertical shuttering panel walls on both sides of the line, where the panels are connected to one another with connectors, stabilized, and braced using known technical measures, and where the space between the panels is filled with liquid concrete mix, and where, once the mix has set, the shuttering panels are either left in place or removed, according to the invention is characterized in that in the preparation phase there are at least two carves made in each shuttering panel in one of its horizontal edges, where the carves form ducts perpendicular to the line of the erected building wall, the depth of which is at least equal to the diameter of the rods of the fixing members of the building structural connector, the structure of which is described in claims 1 to 3 , where the connectors are assembled by joining together elements of the distancing members so that the length of each of the two distancing members corresponds with the designed thickness of the concrete layers.
  • the limiting plate of the central fixing member is connected with the adjacent distancing plate of the distancing member, following which the fixing members are pre-screwed to the distancing members. Then, three rows of the shuttering panels are erected parallel to each other along the line of the designed building wall at pre-determined distances, and oriented so that their ducts run in their horizontal top edges aligned along common lines, whereupon rods of the fixing members are slipped into the ducts of the shuttering panels layer one so that that the distancing plates of the distancing members are adjacent to the internal walls of the shuttering panels, and the limiting plates of the external fixing members are adjacent to the external walls of the external shuttering panels.
  • a subsequent layer of shuttering panels is arranged and positioned so that their ducts run in their top horizontal edge, whereupon the fixing members of the connector slipped into the ducts of the lower layer are screwed tight so that the distancing plates and the limiting plates overlap the side surfaces of the shuttering panels of the upper layer and fit closely to them.
  • the rods of the external fixing members of the building structural connectors are screwed out and the external shuttering panels are removed.
  • the narrowing in the socket is reamed and the distancing plate with the cut-off fragment of the socket is removed. Removal of the distancing plate with a fragment of the socket opens access to the tunnel in the distancing member and enables inserting the probe to measure moisture content inside the finished concrete wall.
  • indentations are formed under any known method to the predetermined pattern in the selected walls of the shuttering panels which will adhere to the external concrete wall surfaces.
  • Rectangular panels of expanded or extruded polystyrene are used as shuttering panels, and the ducts are formed in the panels under the thermal cutting method.
  • a tongue formed along the top edge of the rectangular panel of expanded or extruded polystyrene which serve as the shuttering panels, and a corresponding groove along the bottom edge, where the ducts are formed by making in-depth cuts under the thermal cutting method.
  • the advantage of the solution according to the invention lies in the universality of the building structural connector which can be used in both the stay-in-place formwork technologies, and those in which the shuttering panels are removed.
  • the connector structure according to the invention makes it possible to erect both the typical building walls consisting of a single layer of concrete, as well as three-layer walls under the method according to the invention.
  • the solution according to the invention makes it possible to build typical walls using the existing panels of expanded polystyrene (EPS) and extruded polystyrene (XPS) without the need to produce dedicated panels, and enables re-using the removed panels and the connector fixing elements.
  • EPS expanded polystyrene
  • XPS extruded polystyrene
  • FIG. 1 shows the connector in the first exemplary embodiment in a perspective view
  • FIG. 2 depicts the connector in the second exemplary embodiment in a perspective view
  • FIG. 3 shows the perspective view of the shuttering with connectors for a three-layer wall.
  • the building structural connector is made of rigid plastic and is composed of a single distancing member 1 and two fixing members 2 connected thereto on its both ends.
  • the distancing member 1 takes the form of two identical longitudinal flat elements, where there are cylindrical pegs 3 and cylindrical holes 4 corresponding thereto arranged alternatingly on one of the walls of the longitudinal flat elements, and where the two elements of the distancing member are joined together with the pegs 3 and holes 4 .
  • At the opposite ends of the distancing member 1 there are vertical circular distancing plates 5 with a threaded socket 6 on their external walls, where the axis of the socket is aligned with the longitudinal axis of the connector and runs along the plane of contact of its flat elements.
  • Socket 6 extends into the longitudinal element of the distancing member 1 , in which it takes the form of a semi-circular threaded scoop in the internal wall of the flat element.
  • the adjustable total length of the distancing member 1 is fixed by connecting together the longitudinal flat elements with pegs 3 and holes 4 so that the total length of the distancing member is equal to the distance between two parallel shuttering panels 9 , i.e. the planned thickness of the concrete layer of the building wall, in other words so that the entire distancing member 1 is placed between the shuttering panels 9 with its distancing plates 5 fitting tightly to the panels.
  • the connector has two identical fixing members 2 , each in the form of a rod with a threaded end 10 on one side, screwed into the socket 6 in the distancing plate 5 of the distancing member 1 .
  • a limiting plate 11 Fixed to the opposite end of the rod of the fixing member 2 there is a limiting plate 11 in the shape of a disc perpendicular to the connector axis.
  • the length of the fixing member 2 depends on the thickness of the shuttering panels 9 which the connector is intended to join. The length is selected so that once the end of the rod is screwed into the distancing member 1 the limiting plate 11 fits tightly to the external surface of the shuttering panel 9 .
  • the rods of the fixing members are slipped into the transverse ducts 12 made in the top edges of the shuttering panels 9 arranged parallel to each other.
  • the depth and width of the ducts correspond with the diameter of the fixing member rod selected so that the rod does not protrude above the top edge of the panel.
  • the space between the parallel shuttering panels 9 is filled under known method with concrete mix, and once it sets the shuttering panels and the connectors are either left on the concrete layer of the building wall or removed, depending on the selected technology. If the shuttering panels are left in place to serve as e.g.
  • the limiting plates 11 can be used to fix the finishing elements.
  • the shuttering panels are removed by screwing the rods of the fixing members 2 out of the sockets 6 in the distancing plates 5 .
  • the process does not damage the shuttering panels 9 or the fixing members 2 of the building structural connector, thanks to which they can be re-used.
  • none of the elements of the distancing members 1 left in the wall protrudes from the building wall face, thanks to which no further operations are necessary to obtain a smooth wall surface.
  • the only elements left in the face of the concrete building wall are the visible distancing plates 5 which can be used to fix other external structural elements or removed by inserting a drill in their socket 6 and reaming the narrowing 7 , whereupon the distancing plate 5 is removed with a fragment of the socket 6 .
  • the hollows thus formed in the wall face can be filled with e.g. concrete mix in the color matching the external finish of the entire wall.
  • its distancing member 1 can consist of two identical elements of different shapes joined together, where the elements are fitted with different known technical measures which enable setting those elements together and adjusting their total length.
  • the measures can take the form of flat longitudinal elements with formed locking or wedging devices etc.
  • the distancing member 1 is ended with the distancing plates 5 on its both ends, where the inner sides of the plates fit tightly to the walls of the longitudinal member elements, and their outer walls fit tightly, once the connector is placed in the shuttering panels, to the external walls of the shuttering.
  • an additional spatial element to the distancing plate 5 between the plate and the shuttering panel 9 to form installation ducts or other indentations in the concrete finish.
  • the building structural connector consists of two identical distancing members 1 and three identical fixing members 2 .
  • Each distancing member 1 consists of two identical flat elements with cylindrical pegs 3 and the corresponding cylindrical holes 4 arranged alternatingly on one of its wall, where the pegs and holes are used to join the two elements of the distancing member 1 together.
  • At the opposite ends of the distancing member 1 there are vertical distancing discs 5 with a threaded socket 6 formed in their external walls, the axis of which is aligned with the longitudinal axis of the connector and runs along the plane of contact of its flat elements.
  • the tunnel 8 follows the axis of the pegs 3 and holes 4 so as to enable drilling an additional hole therein and link two tunnels 8 of two identical flat elements set together to form a single distancing member 1 .
  • Each fixing member 2 takes the form of a rod with a threaded end 10 on one side, screwed into the socket 6 in the distancing plate 5 of the distancing member 1 , while at the other end of the rod there is a limiting plate 11 in the shape of a disc perpendicular to the connector axis. Formed on the external wall of the limiting plate 11 are four regularly arranged convex elements 13 , and on the internal wall of the distancing plate 5 there are four corresponding concave spots 14 .
  • the convex elements 13 end with a resilient flange, and the concave spots 14 have an expanded scoop at their bottoms so that the convex elements 13 and the concave spots 14 form clasps.
  • the building structural connector in the exemplary embodiment shown on FIG. 2 is intended in particular for making stable connections of three rows of shuttering plates 9 erected when building concrete walls with an inner insulating layer. Elements of each of the distancing members 1 are set and connected together so that the distancing members 1 have the predetermined length equal to the thickness of the designed concrete layers.
  • the central fixing member 2 is connected to the first distancing member 1 with the threaded end inserted into the socket 6 of the distancing plate 1 , and on its other end to the other distancing member 1 by pressing the convex elements 13 of the limiting plate 11 into the concave spots 14 in the distancing plate 5 .
  • the threaded ends 10 of the external fixing members 2 are inserted into the socket 6 of the external distancing plates 5 .
  • the shuttering panels 9 Used as the shuttering panels 9 are rectangular polystyrene panels, especially typical panels with a tongue along the center line of one of the edges, and the corresponding grooves along the opposite edge, which facilitate erection and stabilize the subsequent layer of panels stacked on the lower layer.
  • identical and mutually parallel transverse carves are made in the top edge with the tongue of each of the shuttering panels 9 , where the carves serve as ducts 12 which go through the tongues and reach inside the panel.
  • the dimensions of the ducts 12 are selected so that the rods of the fixing members 2 of the building structural connector slipped inside do not protrude above the surface of the top edge wall of the shuttering panel 9 , and their limiting plates 11 do protrude above the edge.
  • the ducts 12 can be carved using any known method, the thermal cutting method in particular.
  • the number of ducts and the distance between them are selected individually and depend on the dimensions of the panels and connectors, their endurance parameters, etc.
  • Preliminary preparation of the building structural connector consists in pre-connecting its individual members together.
  • two elements of the distancing members 1 are set together so that their length is equal to the designed thickness of the concrete layers, whereupon one end of the central fixing member 2 is connected to one of the distancing members 1 by placing its threaded end 10 in the threaded hole in the distancing plate 5 , and on the other side it is connected to the second distancing member 1 by joining the limiting plate 11 with the distancing plate 5 by inserting the convex elements 13 into the concave spots 14 .
  • the external ends of the distancing members 1 are connected to the external fixing members 2 be pre-screwing the threaded ends 10 into the sockets 6 of the distancing plates 5 .
  • Erection of a building wall starts from drawing the wall line on the prepared and even floor, along which three parallel rows of the first layer of the shuttering panels 9 are arranged at the distances determined by the designed thickness of the wall, so that the edge with the tongues and transverse ducts aligned across the three rows of the panels is on the top.
  • the building structural connectors are put in place by inserting the rods of the fixing members 2 into the ducts 12 pre-formed in the shuttering panels.
  • another layer of the shuttering panels 9 is arranged on the first layer, where the tongues of the lower layer go into the grooves in the upper layer.
  • the distancing plates 5 on the concrete surfaces with concave spots 14 on their outer surfaces can be used for fixing finishing elements. It is also possible to take off the distancing plates 5 from the concrete finishing layer by reaming the narrowings 7 in the sockets 6 and removing the plates from the concrete wall. Moreover, it is possible to measure moisture content in the concrete wall by inserting a probe into the tunnel 8 in the distancing member 1 , and fill the openings in the wall with e.g. a concrete mix.
  • the method enables erection of the entire building floor in a single operation in the form a stable shuttering which is braced on the outside for rigidity and its chambers are filled with concrete mix, or erection of the shuttering walls up to a certain height, filling the shuttering with a concrete mix and arranging subsequent shuttering layers once the mix has set.
  • Erection of building walls under the described method involving the use of the building structural connector according to the invention does not require forming any special openings, locks, etc.
  • the building structural connector finds universal applications, with the possibility of connecting together different numbers of its members, depending on the needs, where in any case the entire connector consists of two repeating types of members.
  • An extra advantage is the possibility to re-use one of the connector members because it gets neither damaged, nor deformed when being removed.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Mechanical Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
US15/335,486 2015-10-31 2016-10-27 Building structural connector and the method of erecting walls Abandoned US20170121987A1 (en)

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Application Number Priority Date Filing Date Title
PLP414635 2015-10-31
PL414635A PL241926B1 (pl) 2015-10-31 2015-10-31 Sposób wznoszenia ścian budowlanych

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20160215511A1 (en) * 2013-08-15 2016-07-28 Incoform Ab Device and a procedure for cast-in-situ a wall or similar
CN108678369A (zh) * 2018-06-01 2018-10-19 中建二局第建筑工程有限公司 铝模体系下的预埋穿梁套管及其使用方法
CN109057059A (zh) * 2018-08-15 2018-12-21 徽都建设有限公司 一种建筑物外墙的保温施工工艺
US20220195732A1 (en) * 2020-12-22 2022-06-23 Mark WAAGE Variable spacer system of insulated concrete forms
CN117721975A (zh) * 2024-01-18 2024-03-19 中国十七冶集团有限公司 一种节能建筑现浇外墙保温结构及施工方法
US20240368878A1 (en) * 2021-07-23 2024-11-07 Cnqc Intelligent Construction (Hk) Limited Connection systems and methods for cubic structures

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20160215511A1 (en) * 2013-08-15 2016-07-28 Incoform Ab Device and a procedure for cast-in-situ a wall or similar
CN108678369A (zh) * 2018-06-01 2018-10-19 中建二局第建筑工程有限公司 铝模体系下的预埋穿梁套管及其使用方法
CN109057059A (zh) * 2018-08-15 2018-12-21 徽都建设有限公司 一种建筑物外墙的保温施工工艺
US20220195732A1 (en) * 2020-12-22 2022-06-23 Mark WAAGE Variable spacer system of insulated concrete forms
US12012758B2 (en) * 2020-12-22 2024-06-18 Mark WAAGE Variable spacer system of insulated concrete forms
US20240368878A1 (en) * 2021-07-23 2024-11-07 Cnqc Intelligent Construction (Hk) Limited Connection systems and methods for cubic structures
CN117721975A (zh) * 2024-01-18 2024-03-19 中国十七冶集团有限公司 一种节能建筑现浇外墙保温结构及施工方法

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PL414635A1 (pl) 2017-05-08

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