CN1294649A - Support member - Google Patents
Support member Download PDFInfo
- Publication number
- CN1294649A CN1294649A CN98814072A CN98814072A CN1294649A CN 1294649 A CN1294649 A CN 1294649A CN 98814072 A CN98814072 A CN 98814072A CN 98814072 A CN98814072 A CN 98814072A CN 1294649 A CN1294649 A CN 1294649A
- Authority
- CN
- China
- Prior art keywords
- supporting member
- sidewall
- elongated member
- ribs
- aforementioned
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 claims description 5
- 239000011449 brick Substances 0.000 description 22
- 239000004568 cement Substances 0.000 description 17
- 238000000354 decomposition reaction Methods 0.000 description 7
- 230000003321 amplification Effects 0.000 description 6
- 238000003199 nucleic acid amplification method Methods 0.000 description 6
- 238000003780 insertion Methods 0.000 description 4
- 230000037431 insertion Effects 0.000 description 4
- 239000002184 metal Substances 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 230000001105 regulatory effect Effects 0.000 description 3
- 238000005452 bending Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 239000011469 building brick Substances 0.000 description 1
- 239000002360 explosive Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Images
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
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
- E04B1/4178—Masonry wall ties
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
- E04B1/5831—Connections for building structures in general of bar-shaped building elements with a closed cross-section of substantially rectangular form
-
- 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
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
- E04B1/5825—Connections for building structures in general of bar-shaped building elements with a closed cross-section
- E04B2001/5856—Connections for building structures in general of bar-shaped building elements with a closed cross-section using the innerside thereof
Abstract
A support member includes an elongate member being a side wall adapted to be located adjacent an end of a structure to be supported. The said wall includes a number of engagement means which permit a tie member to be mounted on the side wall. The tie member has a portion projecting from the side wall to engage with the structure to be supported.
Description
The present invention relates to a kind of supporting member, particularly a kind of being used for is the supporting member that part is used to support a wall at least.
The wall of being built by brick has one not need additional support with the bending that prevents wall and maximum length of caving in and height.Routinely, brick wall is by flatly and vertically supporting this brick wall along this brick wall with determining deviation installation cement supporting member.Because brick wall need be mechanically connected on the cement supporting member, conventional practice is with the Metallic rod that is fixed on brick wall cement products and the cement supporting member brick wall and cement supporting member to be coupled together.
But a shortcoming of this conventional method is that the construction of cement supporting member and use are not only time-consuming but also require great effort.In order to make the cement supporting member, must build the template that is used to seal institute's casting cement volume.Template is made by plank usually, and need build template with a cabinet maker.In addition, in the template manufacture process, must pass the sidewall of template, insert the Metallic rod that is used to connect brick wall and cement supporting member, Metallic rod is stretched out outside the template, and stretch into the position in the inner cement to be cast of template.This just needs a bar bender to come bending as required and Metallic rod is installed.
When template is made and after Metallic rod inserts, cement casting hardened in template and before pulling down template.After pulling down template, Metallic rod is connected on the cement, and brick wall is connected on the cement supporting member by Metallic rod.
Therefore, the method that conventional use cement supporting member supports brick wall is time-consuming but also effort not only, and except that the bricklayer of building brick wall self, also needs to use three kinds of different skilled workers (cabinet maker, bar bender and cement casting worker).
According to the present invention, a kind of supporting member, comprise an elongated member, this elongated member has a sidewall, and this sidewall is suitable in abutting connection with the location, end for the treatment of supporting construction, in the use, this sidewall comprises a plurality of adapting devices, this adapting device is installed on the sidewall a connection piece, and this connector has a part of stretching out from this sidewall, and this extension cooperates with treating supporting construction.
Preferably, this elongated member is a hollow.And usually, have one and be the cross section of rectangle substantially.
Preferably, this supporting member also comprises the end, and this end is suitable for cooperating with the area supported at this place, elongated member two ends, thereby this elongated member is bearing between the area supported.
Preferably, be provided with a plurality of adapting devices, thereby the position of this connector can be regulated along a plurality of discrete positions on this elongated member sidewall.
Usually, this adapting device comprises groove, and this groove preferably is basically parallel to the central longitudinal axis of this elongated member.
Preferably, this adapting device is arranged on the opposite side of this elongated member, is preferably placed on whole four sides of this elongated member.Its advantage is, if this elongated member has a square-section, then allows to use two kinds of different wall thickness of this elongated member supporting.
Preferably, this supporting member is used to support whole brick wall or stone walling, and in the use, this connector cooperates with brick that forms wall or the cement between the stone.
Usually, this connector has one and is the shape of " L " shape substantially, and this L shaped part cooperates with adapting device on the sidewall, and this L shaped another part cooperates with wall that will supporting.
Preferably, this supporting member is suitable for being under the vertical substantially state or basic horizontal state lower support one wall at this supporting member.
Usually, this elongated member is made as steel by metal.
Be described now with reference to the example of accompanying drawing supporting member of the present invention, wherein:
Fig. 1 is the stereogram of whole brick wall, and this brick wall has and vertically is used to support this wall with ribs level;
Fig. 2 is the amplification decomposition view of regional A among Fig. 1, represents the upper end of this vertical ribs;
Fig. 3 is the amplification decomposition view of area B among Fig. 1, represents being connected of a connecting rod and this vertical ribs;
Fig. 4 is the amplification decomposition view of zone C among Fig. 1, and expression is used to connect the connector of stringer and vertical ribs;
Fig. 5 is the amplification decomposition view of region D among Fig. 1, represents the lower end of vertical ribs;
Fig. 6 is the stereogram of connecting rod shown in Figure 3; And
Fig. 7 is the stereogram of a gusset piece, and this gusset piece uses with connector shown in Figure 4.
Fig. 1 represents the part of wall 1, and this wall 1 is by a plurality of vertical ribs 2 (only illustrating) supporting, and these a plurality of vertical ribs 2 are coupled to each other by a plurality of stringers 3 (only illustrating two).As shown in Figure 1, three parts 4,5,6 of vertical ribs 2 supporting walls 1, and the vertical edge near vertical ribs 2 connects with ribs 2 by a plurality of connecting rods 7 on the part 4,5,6.
Each vertical and stringer 2,3 comprises the rectangular box part of a hollow that is limited by sidewall 30,31.Usually, the width of sidewall 30 is about half of sidewall 31 width.Sidewall 30,31 has a plurality of grooves 22,24 respectively, and these a plurality of grooves 22,24 extend along the direction that is basically parallel to ribs 2,3 longitudinal axis.Each groove 22,24 also has a corresponding hole 45,46.
Show in detail the decomposition zoomed-in view of place, vertical ribs 2 top and bottom connector 10 among Fig. 2 and 5.Connector 10 comprises the box part 12 of a hollow that is limited by two sidewalls 17, sidewall 18 and two partial sidewall 40,41.Extend a bend 13 from sidewall 18, extend bend 14 from two partial sidewall 40,41.Bend 13,14 can slide a plate 15 between the end 16 of bend 13,14 and sidewall 17.Sidewall 17 and the width of sidewall 18 are less than or equal to the inside dimension of vertical ribs 2, thereby box part 12 can be inserted the top and bottom of vertical ribs 2.
Shown in Fig. 2 and 5, plate 15 has two pairs of holes 19, and machanical fastener 42 can pass these hole 19 insertions and plate 15 is connected to the bottom side on upper support surface 8 and the top side of lower support surface 9.Machanical fastener 42 preferably drives the securing member of (powder actuated) by explosive force, but replacedly, can be the securing member that any kind is fit to, as nail, brick nail or bolt.
The amplification decomposition view of area B among Fig. 1 has been shown among Fig. 3, wherein can have seen, connecting rod 7 comprises a planar section 20, forms two lugs 21 thereon.This lug can insert and cooperates with groove 22,24 in ribs 2 sidewalls by hole 45,46, thereby connecting rod 7 is connected on the sidewall 30.The length of groove 22,24 is moved to allow connecting rod 7 greater than the length of lug 21, and therefore allows connecting rod 7 is regulated with respect to the position of sidewall 30.The planar section 20 of connecting rod 7 connects with a rib shape part 23.This rib shape part 23 has a rib structure 25.20 one-tenth one about angles of 90 ° of this rib shape part 23 and planar section, when in lug 21 insertion grooves 22, the sidewall 30 that the rib shape part 23 of connecting rod 7 is basically perpendicular to ribs 2 extends like this.The rear perspective view of connecting rod 7 has been shown among Fig. 6, wherein can have seen, lug 21 extends backward and to planar section 20.
The amplification decomposition view of zone C among Fig. 1 wherein shows in detail connector 11 shown in Fig. 4.This connector 11 comprises a box part 12, and box part 12 used in this box part 12 and the connector 10 is identical.But connector 11 has a plate 26 that is inserted between sweep 13,14 (not shown among Fig. 4) and sidewall 17 ends 16.This plate 26 has four lugs 27,28 that cooperate with groove 24,22 in vertical ribs 2 sidewalls 30 respectively.Box part 12 is assembled to the end of stringer 3, thereby connector 11 is connected to stringer 3 on the vertical ribs 2.
Show in detail plate 26 among Fig. 7.Can see that plate 26 is around the center of passing plate 26 and perpendicular to 180 ° of rotation symmetries of an axis of plate 26.Lug the 28, the 27th, the part by punching press ejecting plate 26 forms, and lug 28,27 extends back in plate 26 back.This is placed to regard to the back side that allows plate 26 on the external surface that is pressed against wall 30, and lug 28,27 passes hole 45,46 respectively and inserts and be engaged in each groove 22,24 on the wall 30, thereby plate 26 (and connector 11) is connected on the vertical ribs 2.
In the use, ribs 2,3 is installed by vertical ribs 2 at first is installed.Vertical ribs 2 is to install by connector 10 is inserted the upper and lower end of ribs 2 and ribs 2 is placed on the desired position.After ribs 2 is in the tram, securing member 42 is passed hole 19 in the plate 15, connector 10 is fixed on the upper and lower area supported 8,9, thereby vertical ribs 2 is fixed on the tram.
Usually, nominally the length of vertical ribs 2 is chosen as the height of the vertical interval that must assemble less than ribs, and the degree of depth of box part 12 is convenient to regulate, and extends to upper support surface 8 with the combination of guaranteeing connector 10 and ribs 2 from lower support surface 9.Be positioned at the upper end that the box part 12 on the upper link 10 needn't all be inserted ribs 2, the upper end of the part insertion ribs 2 of box part 12 is just enough.Therefore, this facilitates the height of regulating ribs 2 according to the design size of wall 1 and the difference between the real size and tolerance.
After vertical ribs 2 is installed, wall 1 is built and connecting rod 7 is installed on the sidewall 30 of vertical ribs 2 with suitable spacing (generally being per three layers or four layers of brick), by be arranged on rib shape part 23 between the brick layer and by the cemented between the layer with rib shape part 23 mechanical interlockings on wall 1.When bottom 4,5 was building up on the height that needs stringer 2, except that two end bricks of contiguous vertical ribs 2, last one deck brick was finished.Connector 11 inserts each end of a stringer 3, in the groove 22,24 on the sidewall 30 of the vertical ribs 2 that the lug insertion in the plate 26 of connector 11 is contiguous, thereby stringer is installed on last one deck brick.Place each end brick then at two ends.By being structured in, wall part 6 continues on stringer 3, to make up wall 1 above the ribs 3 then, and connecting rod 7 inserts with suitable spacing along the sidepiece 30 of ribs 2, be engaged between the adjacent brick layer, thereby wall part 6 is connected on the vertical ribs 2.
Therefore, the invention has the advantages that a kind of metal ribs is provided, and connecting rod is installed on this metal ribs, make the installation of ribs 2,3 more direct than the conventional method of using the cement ribs.Another advantage is not need many different skilled workers to build and install this ribs.
Use the advantage of groove 22,24 to be, allow connecting rod 7 to carry out vertical adjusting, and stringer 3 carries out vertical adjusting with respect to vertical ribs 2 with respect to ribs 2,3.Further strengthened this adjusting by a plurality of grooves 22,24 of the surface distributed of striding sidewall 30,31.
In addition, because the width of sidewall 31 is the twice of sidewall 30,, allow to use rib 2,3 to support a thicker wall by on sidewall 31, using connecting rod 7.Therefore, ribs 2,3 can be used to support two different wall thickness degree.
The groove additional advantage is, helps mortar is connected on the metal surface, thereby helps mortar is adhered on the ribs 2,3.In addition, by making interval between the two side 30 less than the width of sidewall 31, and make sidewall 30 have a recessed structure, this also helps mortar is smeared on the sidewall 30.This is not critical for sidewall 31, because sidewall 31 relative narrower.But also can make sidewall 31 recessed if desired.
Claims (12)
1. supporting member, comprise an elongated member, this elongated member has a sidewall, this sidewall is suitable for the location, an end that adjacency one is treated supporting construction, in the use, this sidewall comprises a plurality of adapting devices, and this adapting device allows a connection piece to be installed on the sidewall, this connector has a part of stretching out from this sidewall, and this extension cooperates with treating supporting construction.
2. supporting member according to claim 1 is characterized in that this elongated member is a hollow.
3. supporting member according to claim 1 and 2 is characterized in that, this elongated member has one and is the cross section of rectangle substantially.
4. according to each described supporting member in the aforementioned claim, it is characterized in that, also comprise first end, this first end is suitable for cooperating with the area supported at this place, elongated member two ends, thereby in use this elongated member is bearing between the area supported.
5. according to each described supporting member in the aforementioned claim, it is characterized in that, along being provided with a plurality of adapting devices on a plurality of discrete positions on this sidewall.
6. according to each described supporting member in the aforementioned claim, it is characterized in that this adapting device comprises a groove.
7. supporting member according to claim 6 is characterized in that this groove is basically parallel to the central longitudinal axis of this elongated member.
8. according to each described supporting member in the aforementioned claim, it is characterized in that, this connector comprises first and second portion, this first is suitable for cooperating with this adapting device, and the sidewall from this elongated member when this second portion is suitable for cooperating with this adapting device in this first stretches out.
9. supporting member according to claim 8 is characterized in that, it is the shape of " L " shape substantially that this first and second part forms one.
10. according to claim 8 that is subordinated to claim 6 or claim 7 or the described supporting member of claim 9, it is characterized in that this first of this connector comprises that one is suitable for the structure that cooperates with this groove.
11., it is characterized in that this adapting device is arranged on each sidewall of this elongated member according to each described supporting member in the aforementioned claim.
12. according to each described a kind of first supporting member in 1 to 3 in the claim, it is characterized in that, also comprise the second end, this the second end is suitable for cooperating with this adapting device on each described one second supporting member in according to aforementioned claim, thereby in use, when this second supporting member is in basic vertical direction, at this first supporting member of a horizontal direction upper support.
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| PCT/SG1998/000030 WO1999055976A1 (en) | 1998-04-27 | 1998-04-27 | A support member |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1294649A true CN1294649A (en) | 2001-05-09 |
| CN1102689C CN1102689C (en) | 2003-03-05 |
Family
ID=20429851
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN98814072A Expired - Lifetime CN1102689C (en) | 1998-04-27 | 1998-04-27 | Support member |
Country Status (14)
| Country | Link |
|---|---|
| EP (1) | EP1075574B1 (en) |
| KR (1) | KR100607289B1 (en) |
| CN (1) | CN1102689C (en) |
| AT (1) | ATE307935T1 (en) |
| AU (1) | AU7356598A (en) |
| DE (1) | DE69832101T2 (en) |
| DK (1) | DK1075574T3 (en) |
| ES (1) | ES2252834T3 (en) |
| HK (1) | HK1035013A1 (en) |
| IL (2) | IL139255A0 (en) |
| MY (1) | MY126469A (en) |
| TR (1) | TR200003162T2 (en) |
| TW (1) | TW370584B (en) |
| WO (1) | WO1999055976A1 (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102535645A (en) * | 2012-01-17 | 2012-07-04 | 湖南省金为型材有限公司 | Connecting assembly for vertical column and cross beam |
| CN101278096B (en) * | 2005-09-16 | 2012-07-18 | 鼎达私人有限公司 | A support member assembly |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AU766390B2 (en) * | 2001-12-12 | 2003-10-16 | Steel Building Systems Australia Pty Ltd | Method of connecting brick tie to steel stud |
| SG10201508699YA (en) * | 2015-10-21 | 2017-05-30 | 2Elms Pte Ltd | Wall support apparatus and its components |
| DE102016214254A1 (en) * | 2016-08-02 | 2018-02-08 | Octanorm-Vertriebs-GmbH für Bauelemente | Interconnects |
| DE102016214246A1 (en) * | 2016-08-02 | 2018-02-08 | Octanorm-Vertriebs-GmbH für Bauelemente | System for building frames |
| KR101879291B1 (en) * | 2017-12-08 | 2018-07-18 | 동인구조기술주식회사 | Reinforcement module for preventing falling down of brick wall |
Family Cites Families (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| AT355760B (en) * | 1977-12-06 | 1980-03-25 | Schmiedtbauer & Strummer | PANEL WALL |
| NL191468C (en) * | 1985-12-02 | 1995-07-18 | Velings Jacobus J H G | Assembly for the manufacture of a wall. |
| DE3602308C2 (en) * | 1986-01-27 | 1994-06-16 | Modersohn Gmbh & Co Kg Wilh | Anchoring of the masonry in the attic area |
| GB8816340D0 (en) * | 1988-07-08 | 1988-08-10 | Heelan J | Method of & means for building |
-
1998
- 1998-04-27 TR TR2000/03162T patent/TR200003162T2/en unknown
- 1998-04-27 DE DE69832101T patent/DE69832101T2/en not_active Expired - Lifetime
- 1998-04-27 IL IL13925598A patent/IL139255A0/en active IP Right Grant
- 1998-04-27 KR KR1020007011898A patent/KR100607289B1/en not_active IP Right Cessation
- 1998-04-27 AT AT98920813T patent/ATE307935T1/en active
- 1998-04-27 ES ES98920813T patent/ES2252834T3/en not_active Expired - Lifetime
- 1998-04-27 AU AU73565/98A patent/AU7356598A/en not_active Abandoned
- 1998-04-27 EP EP98920813A patent/EP1075574B1/en not_active Expired - Lifetime
- 1998-04-27 CN CN98814072A patent/CN1102689C/en not_active Expired - Lifetime
- 1998-04-27 WO PCT/SG1998/000030 patent/WO1999055976A1/en active IP Right Grant
- 1998-04-27 DK DK98920813T patent/DK1075574T3/en active
- 1998-05-04 TW TW087106828A patent/TW370584B/en not_active IP Right Cessation
-
1999
- 1999-04-21 MY MYPI99001564A patent/MY126469A/en unknown
-
2000
- 2000-10-24 IL IL139255A patent/IL139255A/en not_active IP Right Cessation
-
2001
- 2001-08-09 HK HK01105534A patent/HK1035013A1/en not_active IP Right Cessation
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101278096B (en) * | 2005-09-16 | 2012-07-18 | 鼎达私人有限公司 | A support member assembly |
| CN102535645A (en) * | 2012-01-17 | 2012-07-04 | 湖南省金为型材有限公司 | Connecting assembly for vertical column and cross beam |
| CN102535645B (en) * | 2012-01-17 | 2014-07-09 | 湖南省金为型材有限公司 | Connecting assembly for vertical column and cross beam |
Also Published As
| Publication number | Publication date |
|---|---|
| WO1999055976A1 (en) | 1999-11-04 |
| CN1102689C (en) | 2003-03-05 |
| TW370584B (en) | 1999-09-21 |
| KR20010106108A (en) | 2001-11-29 |
| DE69832101T2 (en) | 2006-07-27 |
| DE69832101D1 (en) | 2005-12-01 |
| ATE307935T1 (en) | 2005-11-15 |
| EP1075574A1 (en) | 2001-02-14 |
| HK1035013A1 (en) | 2002-01-04 |
| MY126469A (en) | 2006-10-31 |
| IL139255A (en) | 2006-12-10 |
| DK1075574T3 (en) | 2006-03-20 |
| EP1075574B1 (en) | 2005-10-26 |
| KR100607289B1 (en) | 2006-07-28 |
| TR200003162T2 (en) | 2001-03-21 |
| IL139255A0 (en) | 2001-11-25 |
| ES2252834T3 (en) | 2006-05-16 |
| AU7356598A (en) | 1999-11-16 |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| BB1A | Publication of application | ||
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C53 | Correction of patent of invention or patent application | ||
| C56 | Change in the name or address of the patentee |
Owner name: DYNTEK PTE LTD. Free format text: FORMER NAME: DYNTEK PTE LTD. |
|
| CB03 | Change of inventor or designer information |
Inventor after: Huang Weiming Inventor after: Gary Donald Wyatt Inventor before: Wee Beng NG Inventor before: Gary Donald Wyatt |
|
| COR | Change of bibliographic data |
Free format text: CORRECT: INVENTOR; FROM: WEE BENG NG GARY DONALD WYATT TO: HUANG WEIMING GARY DONALD WYATT |
|
| CP01 | Change in the name or title of a patent holder |
Address after: Singapore City Patentee after: Dyntek Pte Ltd. Address before: Singapore City Patentee before: Dyntek PTE Ltd. |
|
| CX01 | Expiry of patent term |
Granted publication date: 20030305 |
|
| CX01 | Expiry of patent term |