WO2005010290A1 - Formwork - Google Patents
Formwork Download PDFInfo
- Publication number
- WO2005010290A1 WO2005010290A1 PCT/AU2004/000981 AU2004000981W WO2005010290A1 WO 2005010290 A1 WO2005010290 A1 WO 2005010290A1 AU 2004000981 W AU2004000981 W AU 2004000981W WO 2005010290 A1 WO2005010290 A1 WO 2005010290A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- formboards
- opposed
- blocks
- formboard
- adjacent
- Prior art date
Links
Classifications
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/28—Climbing forms, i.e. forms which are not in contact with the poured concrete during lifting from layer to layer and which are anchored in the hardened concrete
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/062—Forms for curved walls
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
- E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
- E04G11/14—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements with beams arranged in alignment with and between the elements and form also the shuttering face
-
- 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
- E04G17/02—Connecting or fastening means for non-metallic forming or stiffening elements
-
- 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
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
- E04G17/042—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements being tensioned by threaded elements
-
- 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
- E04G17/04—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements
- E04G17/047—Connecting or fastening means for metallic forming or stiffening elements, e.g. for connecting metallic elements to non-metallic elements simultaneously tying two facing forms
Definitions
- the present invention relates to form work partitioning systems for making bricks or blocks in situ, and in particular, to an improved form work partitioning system which combines the advantages of conventionally laid blocks and the advantages of cast walls.
- the system combines the advantages of conventionally laid blocks and the advantages of cast walls by confining the shrinkage cracks normally found in cast walls to mortar joints thereby enhancing the appearance of the wall. Shrinkage cracks usually found in cast walls are minimized by virtue of the fact that most of the shrinkage has taken place before the mortar is set.
- a moulding apparatus including a plurality of vertical formboards in a pair of opposed rows, each saido formboard being connected to an adjacent said formboard by clamping means and spaced apart from opposed said formboard by one of a plurality of partitions, each said partition being attached to both said opposed rows thereby spacing the opposed rows apart and forming a mould between a pair of adjacent partitions and a pair of opposed formboards, said partitioning apparatus being useable to cast blocks in a course by filling the moulds s with hardenable material, said partitioning apparatus being positionable above the previously moulded course of blocks, with the lower edges of said formboards overhanging the previously moulded course of blocks, wherein apparatus further includes an insulation insert which is adapted to be formed into said blocks in a course such that a wall formed by said multiple courses of blocks is continuous.
- the partitions include a partition body which is substantially wider in the center than at the either of the vertical edges and is slightly wider at the upper edge than the lower edge with curved outer surfaces.
- the surfaces of the insulation insert including the sheet and the stem thereof have surfaces adapted to correspond to the curved surfaces of the partition.
- the partitions are tapered, ie wider at the top than the lower edge, and therefore, the insulation insert has corresponding tapered surfaces.
- brick tie means are adapted to be associated with the insulation insert.
- a moulding apparatus including a.plurality of vertical formboards in a pair of opposed rows, each said formboard being connected to an adjacent said formboard by clamping means and spaced apart from opposed said formboard by one of a plurality of partitions, each said partition being attached to both said opposed rows thereby spacing the opposed rows apart and forming a mould between a pair of adjacent partitions and a pair of opposed formboards, said partitioning apparatus being useable to cast blocks in a course by filling the moulds with a hardenable material, said partitioning apparatus being positionable above the previously moulded course of blocks, with the lower edges of said formboards overhanging the previously moulded course of blocks, wherein the clamping means is disposed such as to clamp the vertical edges of two adjacent formboards with one of the vertical edges of the partition body, with the adjacent formboards being substantially end to end and said partition at substantially right angles line of said formboards, wherein said formboards have recesses adjacent said internal edges where an internal
- the external portion of the clamp means has protrusions which are adapted to be received within slots on outside of the formboards.
- the width of the internal portion of the clamp means is increased such as to change the orientation of the outer formboard line to thereby form a curved surface for the wall.
- the clamping means is adapted to join adjacent formboards together without the use of a partition, to provide a larger block size using modular sized formboards.
- a moulding apparatus including a plurality of vertical formboards in a pair of opposed rows, each said formboard being connected to an adjacent said formboard by clamping means and spaced apart from opposed said formboard by at least one space means, each said spacer means being attached to both said opposed rows thereby spacing the opposed rows apart and forming a formwork for a monolithic wall, wherein the clamping means is disposed such as to clamp the vertical edges of two adjacent formboards being substantially end to end and, wherein said formboards have recesses adjacent said internal edges where an internal portion of clamp means is adapted to be received.
- an external portion of the clamping means is adapted to overlap the upper and lower rows of formboards, BRIEF DESCRIPTIONS OF THE DRAWINGS
- Fig. 1 is a schematic plan view of a partitioning system of one embodiment of the present invention
- Fig.2 is a perspective view of an insulation insert used in the embodiment of Fig. 1
- Fig. 3 is a schematic plan view of the partitioning system of Fig. 1 being adapted to form curved walls
- Fig. 4 is a side and rear view of a connecting clamp for use with the embodiment of Fig. l;
- Fig. 5 is a cutaway plan view of the connecting clamp shown in use
- Fig. 6 is a perspective view of the formwork arrangement of Fig. 1 including a connecting clamp of Fig. 4 and 5;
- Fig. 7 is a cutaway perspective view of formwork adapted to form a monolithic concrete wall according to another embodiment of the present invention.
- Fig. 8 is a cutaway plan view of the formwork of Fig. 7;
- Fig. 9 is a outside view of formwork setup ready for a monolithic concrete pour.
- the formwork system is use to construct walls or like structures by forming blocks or monolithic walls of hardenable material in situ.
- block forming a foundation is laid onto which the construction is to be positioned and a first course of blocks is formed by setting up the formwork system onto the foundation.
- the formwork system is then filled with the hardenable material which is allowed to set inside the formwork. Once the material has set to a certain extent the fo ⁇ nwork is removed thus allowing the material to dry and harden into the first course of blocks. After the blocks have hardened the fo ⁇ nwork is then placed on top of the blocks ready for use to form the next course.
- the material of the "next course of blocks is preferably allowed to form in the gaps left by the removal of the partitions thus increasing tensile strength of the wall. This process is continued until the wall is completed by the use and construction of blocks in situ in the manner described in WO/88/02802.
- FIG. 1 to 3 One example of a fo ⁇ nwork system which is used to construct the wall is illustrated in Figs. 1 to 3.
- the system 10 making up the formwork includes a number of formboards 11 which are formed in two opposing rows 12 and 13.
- the rows 12 and 13 are spaced apart by a partition 14 which also connects adjacent formboards 11 in the same row 12 or 13 together.
- the partition 14 consists of a body 15 having a pair of projecting bolts 16 at each of its ends.
- a pair of clamps 17 each having a corresponding pair of holes 21 for fitting over the bolts 16 are used together with wing nuts 18 to clamp the system 10 together.
- a pair of adjacent formboards 11 having a rebate 19 at each end on the internal side 20 of the formboards 11 are adapted to receive an inner portion 21 of the clamps 17, while rounded slots 22 on the external side 23 are adapted to receive corresponding rounded beads 24 formed on the outer portion 25 of the clamps 17.
- the wing nuts 18 are used to clamp the partition 14 and the adj cent formboards 11 together.
- edges 26 of the partitions 14 are narrow and the fact that the internal portion 21 of the clamps 17 are rebated into the surface of the formboards 11, the joint between each block formed in the formwork system 10 narrow in a similar manner to those of stone walls.
- This is an improvement over the existing formwork systems.
- the narrow j oint also has the advantage that when using thin mixes of sand and cement as the material for the blocks, the tendency for the mixture to escape out between wider joints is virtually eliminated.
- the improved clamping arrangement on either sides 20 and 23 of the formboards 11 also ensures straight true walls.
- curved walls are able to be constructed using the formwork system of the present invention as the outer portions 25 of the clamps 17 can be reversed and the width of the inner portion 21 can be increased thus allowing one of the rows 13 is curved.
- the other row 12 is preferably the same arrangement as described above.
- insulating inserts 27 made from foam insulating material.
- the inserts 27 are preferably about 50mm thick and are adapted to form a continuous sheet of insulating material within the wall.
- the inserts 27 are preferably inserted in the middle portion of the wall but can be insert closer to either outer side of the wall if so desired.
- the inserts 27 are preferably the full width and height of the blocks formed within the formwork system 10 with a stem 28 being adapted to fit into the gap left by the partition of the lower course of blocks.
- the stem is preferably tapered and convex as required to fit into the gap left by the convex and tapered partition 14.
- the N-shape of the stem 28 assists in it being wedged into position.
- the inserts 27 are also tapered with a concave surface so as to fit against the surface of the partition 14. This taper is opposite to the taper of the stem 28.
- Brick ties are preferably adapted to be embedded in the inserts 27 in such a way to be able to easily straighten to extend outwardly from the inserts 27.
- slots 29 can be formed in the inserts to receive brick ties.
- Connecting clamps 30 are illustrated in Figs. 4 to 6. These clamps 30 are used when it is desirable to join two or more formboards 11 together and to avoid joints or bolt holes.
- the clamps 30 are similar to the aforedescribed clamps 17 without the bolts associated with the partitions 14.
- the connecting clamps 30 include an inner portion 31 and an outer portion 32 connected by bolts 33.
- the formboards 11 are adapted to be received between the two portions 31 and 32 with wingnuts 34 being used to tighten the clamp 30.
- the clamps 30 are space from the lower edge of the formboards 11 as they are to rest on the lower course of blocks and the formboards are adapted to overlap the lower course of blocks in a similar manner to the system described in WO/88/02802.
- the formwork system 40 includes formboards 41, clamps 42 and conduits 43.
- the formboards 41 and clamps 42 are similar to those already described with reference to the other embodiments with the difference that the partitions are replaced by conduits 43 in which the bolts are located.
- the conduits will remain in the wall once the formwork has been removed.
- the inner portions 44 of the clamps 42 correspond in height to the height of the formboards 41 while the height of the outer portions 45 of the clamps 42 is greater as the outer portions are adapted to overlap and engage with the outer side of the formboards 41 as seen in Fig. 9. It is noted that the bead is not present at the overlapping parts of the outer portion 45 of the clamps 42 as there are not slots to engage.
- the monolithic wall can be curved in a similar manner to the wall formed of blocks by using the same technique of reversing the outer portion 45 of the clamp 42.
- All parts of the partitioning systems are made of hard durable water resistant materials.
- the main material to be envisaged is wooden form work.
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
Description
Claims
Priority Applications (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2004259779A AU2004259779A1 (en) | 2003-07-23 | 2004-07-23 | Formwork |
US11/337,873 US20060179756A1 (en) | 2003-07-23 | 2006-01-23 | Formwork |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
AU2003903822 | 2003-07-23 | ||
AU2003903822A AU2003903822A0 (en) | 2003-07-23 | 2003-07-23 | A formwork |
Related Child Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
US11/337,873 Continuation US20060179756A1 (en) | 2003-07-23 | 2006-01-23 | Formwork |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2005010290A1 true WO2005010290A1 (en) | 2005-02-03 |
Family
ID=31983453
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/AU2004/000981 WO2005010290A1 (en) | 2003-07-23 | 2004-07-23 | Formwork |
Country Status (3)
Country | Link |
---|---|
US (1) | US20060179756A1 (en) |
AU (1) | AU2003903822A0 (en) |
WO (1) | WO2005010290A1 (en) |
Cited By (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2009084935A1 (en) * | 2008-01-03 | 2009-07-09 | Korean Peninsula Ltd. | Concrete form |
CN104179351A (en) * | 2014-08-20 | 2014-12-03 | 杭州固华复合材料科技有限公司 | Durable reinforcing bar type permanent formwork, concrete structure member and design and manufacturing method |
CN104358412A (en) * | 2014-12-01 | 2015-02-18 | 福建海源新材料科技有限公司 | Method for preventing composite material building template from leaking slurry |
WO2020186757A1 (en) * | 2019-03-21 | 2020-09-24 | 华南理工大学 | Ultra-high-performance concrete combined permanent template and application thereof |
CN112112421A (en) * | 2020-09-14 | 2020-12-22 | 中国五冶集团有限公司 | Civil building house template mosaic structure |
WO2022175978A1 (en) * | 2021-02-17 | 2022-08-25 | Peri Se | A clamp for formwork panels |
Families Citing this family (10)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US8011637B2 (en) * | 2007-06-15 | 2011-09-06 | Precise Forms, Inc. | Concrete form system for low-clearance applications |
DE102010013960A1 (en) * | 2010-04-06 | 2011-10-06 | Peri Gmbh | Paneelschalungssystem |
CN102561683A (en) * | 2012-02-14 | 2012-07-11 | 江苏江中集团有限公司 | Joint device for large steel forms |
US10724232B2 (en) * | 2016-03-22 | 2020-07-28 | Glavloc Build Systems Limited | Construction system |
CN108729663B (en) * | 2018-05-28 | 2020-07-10 | 中国化学工程第六建设有限公司 | Concrete plastering-free construction process |
US10704257B1 (en) * | 2019-01-15 | 2020-07-07 | James Moran | Foam block and poured concrete wall system |
PL4087992T3 (en) * | 2020-01-08 | 2024-01-03 | Simem S.P.A. | A climbing formwork system for mass concrete construction, in particular for building a dam or for hydropower industry, and a method for building a mass concrete construction |
CN112177189A (en) * | 2020-09-25 | 2021-01-05 | 石月(天津)云科技有限公司 | Reinforced integrated wallboard and construction method thereof |
CN112854741A (en) * | 2021-03-15 | 2021-05-28 | 山西三建集团有限公司 | Convenient construction method of concrete pouring template system with built-in heat insulation board outer wall |
CN114517574B (en) * | 2022-03-01 | 2024-06-25 | 南京兴荣晨信息技术有限公司 | Archaizing fence ramming device for scenic spot |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5029804A (en) * | 1986-10-16 | 1991-07-09 | Mcgregor Stephen Peter | In situ brick or block making formwork |
US6212845B1 (en) * | 1996-02-29 | 2001-04-10 | Royal Building Systems (Cdw) Limited | Insulated wall and components therefor |
US6351918B1 (en) * | 1997-09-29 | 2002-03-05 | Albert P. Westra | Insulated concrete wall |
WO2002038878A1 (en) * | 2000-11-13 | 2002-05-16 | Coffor Internacional Exploracão De Patentes Lda | Concrete formwork wall serving also as reinforcement |
WO2003010397A1 (en) * | 2001-07-24 | 2003-02-06 | Coffor Internacional Exploração De Patentes Lda | Reinforced concrete wall produced with expendable form |
Family Cites Families (15)
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US1292986A (en) * | 1919-02-04 | Uniform Company | Apparatus for constructing concrete floors and walls. | |
US1323557A (en) * | 1919-12-02 | Mold fob concrete wall | ||
US1250032A (en) * | 1917-03-13 | 1917-12-11 | Charles H Schub | Sectional mold for concrete construction. |
US1516760A (en) * | 1923-08-17 | 1924-11-25 | Clemens Sitterle | Form for concrete |
US1702671A (en) * | 1927-11-22 | 1929-02-19 | Toogood Henry Herbert | Apparatus for constructing concrete forms |
US1970547A (en) * | 1933-02-11 | 1934-08-21 | Macgregor S Anderson | Wall form |
FR1088156A (en) * | 1953-02-03 | 1955-03-03 | Improvements to building elements and the like | |
US3163911A (en) * | 1961-11-16 | 1965-01-05 | William H Kenney | Wall form system |
US3327986A (en) * | 1962-02-19 | 1967-06-27 | Matthew C Thompson | Concrete form systems and hardware useful therewith |
US4148166A (en) * | 1978-03-03 | 1979-04-10 | Toone Charles A | Insulated construction block |
US4426061A (en) * | 1980-08-04 | 1984-01-17 | Taggart John R | Method and apparatus for forming insulated walls |
US4905439A (en) * | 1983-01-28 | 1990-03-06 | Sparfil International, Inc. | Structural building elements |
US5582388A (en) * | 1994-03-24 | 1996-12-10 | Baxter; Kenneth I. | Insulated concrete wall tie system |
US5651910A (en) * | 1995-11-02 | 1997-07-29 | Dallas E. Myers | Concrete wall form and tie system |
US6513293B2 (en) * | 1999-03-23 | 2003-02-04 | Dennis Miller | Insulated cementaceous building block |
-
2003
- 2003-07-23 AU AU2003903822A patent/AU2003903822A0/en not_active Abandoned
-
2004
- 2004-07-23 WO PCT/AU2004/000981 patent/WO2005010290A1/en active Application Filing
-
2006
- 2006-01-23 US US11/337,873 patent/US20060179756A1/en not_active Abandoned
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5029804A (en) * | 1986-10-16 | 1991-07-09 | Mcgregor Stephen Peter | In situ brick or block making formwork |
US6212845B1 (en) * | 1996-02-29 | 2001-04-10 | Royal Building Systems (Cdw) Limited | Insulated wall and components therefor |
US6351918B1 (en) * | 1997-09-29 | 2002-03-05 | Albert P. Westra | Insulated concrete wall |
WO2002038878A1 (en) * | 2000-11-13 | 2002-05-16 | Coffor Internacional Exploracão De Patentes Lda | Concrete formwork wall serving also as reinforcement |
WO2003010397A1 (en) * | 2001-07-24 | 2003-02-06 | Coffor Internacional Exploração De Patentes Lda | Reinforced concrete wall produced with expendable form |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2009084935A1 (en) * | 2008-01-03 | 2009-07-09 | Korean Peninsula Ltd. | Concrete form |
CN104179351A (en) * | 2014-08-20 | 2014-12-03 | 杭州固华复合材料科技有限公司 | Durable reinforcing bar type permanent formwork, concrete structure member and design and manufacturing method |
CN104179351B (en) * | 2014-08-20 | 2016-08-17 | 杭州固华复合材料科技有限公司 | A kind of high-durability arrangement of reinforcement formula permanent formwork, concrete structure member and design, manufacture method |
CN104358412A (en) * | 2014-12-01 | 2015-02-18 | 福建海源新材料科技有限公司 | Method for preventing composite material building template from leaking slurry |
CN104358412B (en) * | 2014-12-01 | 2016-09-14 | 福建海源新材料科技有限公司 | A kind of method of composite material building mould board mortar leakage prevention |
WO2020186757A1 (en) * | 2019-03-21 | 2020-09-24 | 华南理工大学 | Ultra-high-performance concrete combined permanent template and application thereof |
CN112112421A (en) * | 2020-09-14 | 2020-12-22 | 中国五冶集团有限公司 | Civil building house template mosaic structure |
CN112112421B (en) * | 2020-09-14 | 2022-02-25 | 中国五冶集团有限公司 | Civil building house template mosaic structure |
WO2022175978A1 (en) * | 2021-02-17 | 2022-08-25 | Peri Se | A clamp for formwork panels |
Also Published As
Publication number | Publication date |
---|---|
AU2003903822A0 (en) | 2003-08-07 |
US20060179756A1 (en) | 2006-08-17 |
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