GB2462830A - Insulated structural connection system - Google Patents
Insulated structural connection system Download PDFInfo
- Publication number
- GB2462830A GB2462830A GB0815145A GB0815145A GB2462830A GB 2462830 A GB2462830 A GB 2462830A GB 0815145 A GB0815145 A GB 0815145A GB 0815145 A GB0815145 A GB 0815145A GB 2462830 A GB2462830 A GB 2462830A
- Authority
- GB
- United Kingdom
- Prior art keywords
- building
- elongate metal
- external
- cantilever
- thermal break
- 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.)
- Withdrawn
Links
- 239000002184 metal Substances 0.000 claims abstract description 50
- 239000011810 insulating material Substances 0.000 claims abstract description 17
- 239000011152 fibreglass Substances 0.000 claims abstract description 4
- 239000004677 Nylon Substances 0.000 claims abstract 2
- 239000004743 Polypropylene Substances 0.000 claims abstract 2
- 229920001778 nylon Polymers 0.000 claims abstract 2
- -1 polypropylene Polymers 0.000 claims abstract 2
- 229920001155 polypropylene Polymers 0.000 claims abstract 2
- 239000000463 material Substances 0.000 claims description 14
- 238000000034 method Methods 0.000 claims description 9
- 230000004888 barrier function Effects 0.000 claims description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000004033 plastic Substances 0.000 claims description 4
- 229920003023 plastic Polymers 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 238000011065 in-situ storage Methods 0.000 claims description 2
- 239000002023 wood Substances 0.000 claims description 2
- 238000005253 cladding Methods 0.000 claims 1
- 238000004140 cleaning Methods 0.000 claims 1
- 238000009422 external insulation Methods 0.000 claims 1
- 239000004567 concrete Substances 0.000 description 6
- 238000009413 insulation Methods 0.000 description 6
- 238000005266 casting Methods 0.000 description 3
- 239000004744 fabric Substances 0.000 description 3
- 239000011150 reinforced concrete Substances 0.000 description 3
- 230000002730 additional effect Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 230000000704 physical effect Effects 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 241000871495 Heeria argentea Species 0.000 description 1
- 238000009414 blockwork Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 229920005749 polyurethane resin Polymers 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000000758 substrate Substances 0.000 description 1
- 238000002834 transmittance Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/003—Balconies; Decks
- E04B1/0038—Anchoring devices specially adapted therefor with means for preventing cold bridging
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B30/00—Energy efficient heating, ventilation or air conditioning [HVAC]
- Y02B30/90—Passive houses; Double facade technology
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Building Environments (AREA)
Abstract
The connection system 10, primarily for providing a thermal break between external structures such as balconies, walkways, flagpoles and the like and the building's internal structure to which they are connected, comprises an internal and external metal plate 8,9 bolted to opposite flanges of an I beam section formed from a thermally insulating material. The I beam is preferably formed from a glass reinforced plastic and may be formed from nylon or polypropylene. The plates are preferably bolted to the I beam by bolts which are fitted with collars and caps of an insulating material. The connection is preferably located within an insulating cavity with the wall or other structure through which the system passes.
Description
Building With thermally broke External Lateral Projections This invention relates to a thermal break connection for external projections from buildings and internal connections within the fabric of the buildings which require a thermal break.
1, This invention is concerned with buildings with external lateral projections.
both vertical and horizontal In particular, though not exclusively, this invention is concerned with the provision of external lateral projections on buildings which comprise a structural framework and internal and external walls defining a thermally insulating cavity around the structural framework and or a structural frame work which could be timber or concrete or block work or any combination of same with a thermal insulating outer skin of insulation material which in turn may be boarded and rendered or finished in a varity of materials to suit the environment.
2, To improve the desirability of high-rise living, many apartment blocks these days are provided with out door living space in the form of roof gardens, balconies, external walk ways which is often used as an extension of a living room, dining room or bedroom. Typically, the balcony or roof garden will be of sufficient size for the resident to provide a comfortable sitting area for two or more people or possibly to provide an additional dining and socialising area.
3, A high-rise apartment block is typically constructed from a steel /timber / concrete structural framework, comprising timber or concrete reinforced floors, surrounded by internal and external walls which define a thermally insulating cavity, which cavity may be filled with a thermally insulating material such as Rockwood.
4, In a traditional method of constructing balustrade on the roof area of a building there would be a need to bolt the base plate of the baluster post directly to the reinforced concrete roof or the structural frame or the building using mechanical anchors or chemical fix anchors. Insulation would then be
I
required to be installed on to the roof (200mm or 300mm and increasing) and then a waterproof membrane would then be installed on the insulation followed by a hard surface i.e. wood decking or concrete tiles etc. infill panels would then be fitting between the vertical balustrade posts to form the balustrade or barrier. This method of installing the baluster post would form a cold bridge through the insulation layer.
5, In recent years, for example as a consequence of obligations imposed on counties as a result of their ratification of the Kyoto treaty on climate change, various countries have adopted legislation regarding construction of new buildings. Within this new legislation, regulations have been placed limiting thermal bridging in buildings. For example, in the United Kingdom, Part Li of the Building Regulations 2002 states in paragraph 1.30 that "The building fabric should be constructed so that there are no significant thermal bridges or gaps in the insulation layer(s) within the various elements of the fabric.".
6, With the above regulations in mind, architects have been looking to provide means for attaching Balconies, Balustrade, Brise Soleil Canopies requiring any lateral or vertical protrusion from the building in a manner which does not breach the building regulations.
7, The present invention may be applicable to any external lateral or vertical projection or internal application preferably, the external lateral projection is a balcony, a canopy, an external walkway, a solar shade, a veranda, a sun shield, a fire escape or a rail from which a maintenance-gondola may be suspended, or it may be a decorative structure or sculpture. More preferably, the external lateral projection is a balcony, a canopy or a veranda. Most preferably, the external lateral projection is a balcony and the vertical projection is a balustrade post.
8, In a particular embodiment of the present invention, the base flange of the thermal break connection (10) is connected to the frame or structure( the reinforced concrete roof) (22) of the building by mechanical anchors or chemical fix anchors the nut or bolt heads of these fixings with in the frog of the thermal break these are then fitted with insulated nut cap (12) after being fully tightened, this is to halt radiated heat energy or cold from the fixing entering the insulated frog of the thermal break. On completion of the installation a thermal jacket is fitted within the frog (23) of the thermal break (this has been omitted from the diagram in figure 4 to aid clarity) 9) In a futher embodiment of the present invention the body of the thermal break (please see figure 2 item 10), would be a type pultruded eye beam section, of G.R.P. glass reinforced plastic or similar material or section which is non conductive.
The baluster post base plate (22) and the top flange (23) of the thermal break are connected to together with a fastener, a nut (20), washer (17) and bolt (10) arrangement.
Preferably, the joint further comprises at least (please see figure 4) four other fastener for securely connecting said flanges and said thermal break. The fastener may be a nut and bolt arrangement, wherein the shaft of the bolt passes through the opposing apertures in the first post base plate and the top flange of the thermal break and wherein the nut and bolt arrangement is fitted with at least one collar (18) of insulating material which thermally insulates the shaft of the bolt from the metal post base plate. The nut within the frog of the thermal break (please see figure 4) would receive a non-conductive and insulated Nut cap (12) to reduce radiated heat or cold within the frog as the frog forms part of the insulated cavity.
10) As well as connecting the post base plate to the building structure the connection used in the present invention provides a barrier between the post base plate and the building structure which significantly reduces the flow of thermal energy between the members. Such a barrier is known in the art as a thermal break. The provision of a thermal break in the insulated cavity between the post base plate and the building structure isolates the post base plate from the building structure halting the conduction of heat energy and cold.
Under the current UK Building Regulations, it is necessary to ensure the LiU across the cavity is no more 0.35 W/m2K. A joint that connects the first and second elongate metal members of the cantilever or a joint that connects the metal base plate of a balustrade post to the frame of the building in such a manner that the coefficient of conductivity between the post base plate and the building structure is no more than 0.35 W/mK should be considered as providing an appropriate thermal break. Preferably, the coefficient of thermal conductivity between the post base plate and the building structure is no more than 0.3W/mK, more preferably it is no more than 0.25 W/mK.
11) A thermal break may be provided between the elongate metal members of the cantilever by connecting the members through a thermal break connection suitable insulating materials are well known in the art. Preferably, the thermally insulating material has a coefficient of thermal conductivity of 0.35 W/mK or less, preferably 0.3 W/mK or less, and more preferably 0.25 W/mK or less. But does not exclude material with less a conductive value relative to it's surrounding substrate. And includes any material which provides a thermal transmittance u value of 1.2w/m2K or below.
12, In addition to its thermal insulation properties, it will be appreciated by those skilled in the art that the thermally insulating material must be fit for purpose. In this regard, it is obvious that the material should possess a number of additional physical properties. For example, the material should preferably be resistant to flow or to fracture under relevant compressive forces and at relevant temperatures, it should preferably be moisture and water-resistant, and it should also preferably be sufficiently elastic to resist fracture due to flexural movement e.g. between the external lateral or vertical projection and the building framework. It will also be appreciated by those skilled in the art that the above additional properties will vary depending e.g. upon the nature or type of external lateral projection to be supported by the cantilever. A water-insoluble plastics material, e.g. Glass reinforced plastic, and a coefficient of thermal conductivity of less than 0.35 W/mK, e.g. 0.25 W/mK, provides a very suitable insulating material when the cantilever is intended to support a balustrade post balcony, veranda or canopy or Brise Soleil connection 13, The present invention may be applicable to any external lateral projection. Preferably, the external lateral projection is a balcony, a canopy, an external walkway, a solar shade, a veranda, a sun shield, a fire escape or a rail from which a maintenance-gondola may be suspended, or it may be a decorative structure or sculpture. And the vertical projection could be a balustrade post a flag pole base, a fixing point for access stairs, man safe anchor points, satellite dish. More preferably, the external lateral projection is a balcony, a canopy or a veranda. Most preferably, the external lateral projection is a balcony.
14, In a particular embodiment of the present invention, (see figure 1) the joint (10) which connects the first (9) and second (10) elongate metal members comprises (see figure 2) a first flange (9) connected to the joint end of the first elongate metal member, (9a) a second flange (8) connected to the joint end of the second elongate metal member (8a), and a thermal break connection wherein the first and second flanges are connected to and thermally isolated from each other by said thermal connection. Preferably, the joint further comprises at least four fastener for each flange securely connecting said flanges and said thermal break. The fastener may be a nut and bolt arrangement, (as shown in figure 2,3,4,) wherein the shaft of the bolt (19) passes through opposing apertures in the first (10) and second (9) flanges, and wherein the nut (19) and bolt (20) arrangement is fitted with at least one collar (18) of insulating material which thermally insulates it from the metal flange The nut within the frog of the thermal break would receive a non conductive and insulated Nut cap (12) to reduce radiated heat or cold within the frog which would form part of the insulated cavity. As well as joining the first and second elongate metal members of the cantilever, the joint used in the present invention provides a barrier between the first (8) and second (9) elongate metal members of the cantilever which significantly reduces the flow of thermal energy between the members.
15, Such a barrier is known in the art as a thermal break. The provision of a thermal break (10) in the joint that connects the first (8) and second (9) elongate metal members of the cantilever effectively thermally isolates the first and second elongate metal members from each other. Under the current UK Building Regulations, it is necessary to ensure the U across the cavity is no more 0.35 W/m2K. A joint that connects the first and second elongate metal members of the cantilever in such a manner that the coefficient of thermal conductivity between the first and second elongate metal members is no more than 0.35 W/mK should be considered as providing an appropriate thermal break. Preferably, the coefficient of thermal conductivity between the first and second elongate metal members is no more than 0.3W/mK, more preferably it is no more than 025 W/mK 16, A thermal break may be provided between the elongate metal members of the cantilever by connecting the members through a thermal break connection suitable insulating materials are well known in the art. Preferably, the thermally insulating material has a coefficient of thermal conductivity of 0.35 W/mK or less, preferably 0.3 W/mK or less, and more preferably 0.25 WImK or less.
In addition to its thermal insulation properties, it will be appreciated by those skilled in the art that the thermally insulating material must be fit for purpose.
In this regard, it is obvious that the material should possess a number of additional physical properties. For example, the material should preferably be resistant to flow or to fracture under relevant compressive forces and at relevant temperatures, it should preferably be moisture and water-resistant, and it should also preferably be sufficiently elastic to resist fracture due to flexural movement e.g. between the external lateral projection and the building framework. It will also be appreciated by those skilled in the art that the above additional properties will vary depending e.g. upon the nature or type of external lateral projection to be supported by the cantilever. A water-insoluble plastics material, e.g. polyurethane resin, with a Shore D hardness of at least 50 (ASTM D2240) , e.g. 60 Shore D, and a coefficient of thermal conductivity of less than 0.35 W/mK, e.g. 0.25 W/mK, provides a very suitable insulating material when the cantilever is intended to support a balcony, veranda or canopy.
17, In one embodiment of the present invention, the first elongate metal member (please see figure 2) of the cantilever is fixed to the structural framework of a building by casting the metal member (11) rebar's, reinforcing bars or could be a metal sub frame connected to elongated plate (8) in the concrete at the same time as the relevant reinforced concrete floor is cast in the building: this is known as in-situ casting. The thermal break has been pre-assembled to the metal member (11)(8) before the insitu casting and is inline with the building insulated cavity. (first fix) This embodiment of the present invention allows the construction of the building to progress with out any external lateral projections being connected to the building at this stage of the build programme.
18.ln another embodiment, it allows the external lateral projections to be manufactured off site and attached (2 fix) much later in the build programme when the external envelope has been completed this affords the building contractor many benefits in completing the external envelope of the building.
19.ln another embodiment of this invention is of providing a thermal break through a facard were there is no internal and external walls to form an insulated cavity the web of the eye beam section of the thermal break pass through the vertical mullion of the façade and one flage of the eye beam connects to the internal secondary steel work and the other flange connects to any type of lateral projection ie solar on the outside of the façade.
A specific embodiment of the invention will now be described by way of example with reference to the accompanying drawing in which: Figure 1. shows in perspective, a Balcony being connected to the building via a thermal break connection located within the insulated cavity.
Figure 2. shows a thermal break connection between two elongated metal members.
Figure 3. shows a cross section detail of the isolated metal nut and bolt connection of the flanges.
Figure 4. shows a connection detail of the thermal break connected direct to a concrete roof structure and a balustrade post base plate.
Claims (15)
- Claims 1. A building comprising a structural framework, internal and external walls defining a thermally insulating cavity around the structural framework, also a building comprising a structural framework, internal walls and external insulation defining a thermal barrier around the structural framework and has a skin of board and or render or metal or wood cladding.A cantilever supporting an external lateral projection either horizontal or vertical on the building, wherein the fixed end of the cantilever is fixed to the structural framework, wherein the cantilever passes through or from the face of the internal wall, through the insulating cavity and the external wall or skin, and wherein the free end of the cantilever is located a distance beyond the external wall, or on the surface of the external wall or skin and or in the vertical i.e. the roof wherein the cantilever comprises first and second elongate metal members connected by a joint intermediate of the fixed end and free end of the cantilever, wherein the first and second elongate metal members extend away from each other and the joint connecting them, characterized in that: 1.said joint provides a thermal break positioned within the insulating cavity between the two elongate metal members or a metal member being the attachment for a balcony member or a baluster base plate or connection to Brise Soleil or any form of metal connection or support to the outer envelope of the building.
- 2.A building as claimed in claim 1, wherein the joint comprises a first flange connected to the connecting end of the first elongate metal member, a second flange connected to the connecting end of the second elongate metal member, and a thermally insulating material, or section a pultruded eye beam wherein the end of the first elongate metal member and first flange are connected to but thermally insulated from the second elongate metal member and second flange by said thermally insulating material as a GRP pultruded eye beam.
- 3. A building as claimed in claim 2, wherein said joint further comprises at least one fastening means for securely connecting said flanges and said thermally insulating material together of section similar to and including an eye beam section, said fastening means being thermally separated from said flanges and said two elongate metal members.
- 4. A building as claimed in claim 1, 2 and 3, wherein the fastening means is a nut and bolt arrangement, wherein the shaft of the bolt passes through opposing apertures in the first and second flanges, and wherein the nut and bolt arrangement is fitted with at least one collar of insulating material which thermally insulates the shaft of the bolt from the flanges and a washer of the same insulated material to insulated the nut and bolt heads from the flanges and the head of the nut and bolt have fitted, when fully tightened, fully insulated nut caps are fitted.
- 5. A building as claimed in any one of claims 2 to 4, wherein the thermal break connection having a coefficient of thermal conductivity of less than 0.35 W/mK.
- 6. A building as claimed in claim 5, wherein the plastics material has a coefficient of thermal conductivity of 0.25 W/mK or less.
- 7. A building as claimed in claim 5 or claim 6, wherein the plastics material is nylon or polypropylene or Glass reinforced plastic or any insulative material.
- 8. A building as claimed in any one of the preceding claims, wherein the joint is positioned entirely within the insulating cavity.
- 9. A building as claimed in any one of the preceding claims, wherein the external lateral projection is a balcony, canopy, external walkway, solar shade, veranda, sun shield, gondola rail, fire escape or a decorative structure or sculpture, balustrade, post, access stair, man safe anchor point, satellite dish, plant room structure and services, gantry access equipment to maintain the elevations of the building including window cleaning.
- 10. A building as claimed in any one of the preceding claims, wherein the external lateral projection is a balcony.
- 11. A method of providing a support for an external lateral projection on a building comprising a structural framework and internal and external walls defining a thermally insulating cavity, the method comprising: fixing one end of a cantilever to the structural framework of the building, wherein after fixing the cantilever passes through the internal wall, the insulating cavity and or the external wall or skin, wherein the free end of the cantilever is located a distance beyond the external wall, wherein each cantilever comprises first and second elongate metal members connected by a joint intermediate of the fixed end and free end of the cantUever, and wherein the first and second elongate metal members extend away from each other and the joint connecting them, characterized in that the method further comprises providing a thermal break in the joint between the two elongate metal members, and positioning the thermal break within the insulating cavity.
- 12. A method of supporting an external lateral projection on a building, wherein the building comprises a structural framework and internal and external walls defining a thermally insulating cavity around the structural framework, wherein the external lateral projection comprises a plurality of cantilevers for supporting it on the building, wherein each cantilever comprises first and second elongate metal members connected by a joint intermediate of the fixed end and free end of the cantilever, and wherein the first and second elongate metal members extend away from each other and the joint connecting them, the method comprising: First fix, fixing one end of each first elongate metal member to the structural framework of the building such that the other end of the elongate metal member extends beyond the framework but has the thermal break assembled to the first elongated member and the thermal break is inline with the insulated cavity of the building But not joining the free end of the first elongate metal member and thermal break to an end of the second elongate metal member to form the joint, untill the external envelope of the building is complete or very neariy conmplete This allows the factory assemby of the other components on the second elongate metal member as necessary to form the external lateral projection characterized in that when fully assembled one end of each first elongate metal member (cast in situ) to the structural framework of the building such that the other end of the elongate metal member extends beyond the framework and the thermal break extends little further than into the insulating cavity,sufficent to allow a connection to a externalmetal member after the external envelope has been completed.
- 13. A kit of parts for assembly into an external lateral projection for a building, the building comprising a structural framework, internal and external walls defining a thermally insulating cavity around the structural framework, wherein the kit comprises a plurality of cantilevers and such other components necessary for assembly into the desired external lateral projection, wherein each cantilever comprises first and second elongate metal members and means for joining said members to form the cantilever, characterized in that the means for joining said elongate metal members 4 or more nut bolts and washers of the required strength in use both connects the first and second elongate metal members and to the thermal break between the first and second elongate metal members.
- 14. A method of providing a thermal break as positioned as in claim 11.The first fix elongated member and thermal break can be fix back to the structural by mechanical anchors directly to a steel structure and can also be fixed to
- 15. A method of providing a thermal break through a facard were there is no internal and external walls to form an insulated cavity the web of the eye beam section of the thermal break pass through the vertical mullion of the façade and one flage of the eye beam connects to the internal secondary steel work and the other flange connects to any type of lateral projection ie solar on the outside of the façade.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB0815145A GB2462830A (en) | 2008-08-20 | 2008-08-20 | Insulated structural connection system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB0815145A GB2462830A (en) | 2008-08-20 | 2008-08-20 | Insulated structural connection system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| GB0815145D0 GB0815145D0 (en) | 2008-09-24 |
| GB2462830A true GB2462830A (en) | 2010-02-24 |
Family
ID=39812269
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| GB0815145A Withdrawn GB2462830A (en) | 2008-08-20 | 2008-08-20 | Insulated structural connection system |
Country Status (1)
| Country | Link |
|---|---|
| GB (1) | GB2462830A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2517893A (en) * | 2012-10-11 | 2015-03-11 | William Alexander Allen | Structural connector with interior insulated link |
| GB2563085A (en) * | 2017-06-03 | 2018-12-05 | Insula Ltd | Connection and alignment of building elements |
| CN110469104A (en) * | 2019-08-19 | 2019-11-19 | 重庆建工第三建设有限责任公司 | A kind of detachable anchor ring construction technology |
Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1467037A1 (en) * | 2003-04-10 | 2004-10-13 | Estudio Urgari, S.L. | Building system for balconies or terraces and balcony or terrace built according to this system |
| GB2434186A (en) * | 2006-01-11 | 2007-07-18 | William Alexander Allen | Structural connection having a thermal break |
-
2008
- 2008-08-20 GB GB0815145A patent/GB2462830A/en not_active Withdrawn
Patent Citations (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1467037A1 (en) * | 2003-04-10 | 2004-10-13 | Estudio Urgari, S.L. | Building system for balconies or terraces and balcony or terrace built according to this system |
| GB2434186A (en) * | 2006-01-11 | 2007-07-18 | William Alexander Allen | Structural connection having a thermal break |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB2517893A (en) * | 2012-10-11 | 2015-03-11 | William Alexander Allen | Structural connector with interior insulated link |
| GB2563085A (en) * | 2017-06-03 | 2018-12-05 | Insula Ltd | Connection and alignment of building elements |
| EP3409854A1 (en) * | 2017-06-03 | 2018-12-05 | Insula Limited | Connection and alignment of building elements |
| CN110469104A (en) * | 2019-08-19 | 2019-11-19 | 重庆建工第三建设有限责任公司 | A kind of detachable anchor ring construction technology |
| CN110469104B (en) * | 2019-08-19 | 2021-07-13 | 重庆建工第三建设有限责任公司 | Detachable anchor ring construction process |
Also Published As
| Publication number | Publication date |
|---|---|
| GB0815145D0 (en) | 2008-09-24 |
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