CN100537906C - Modular construction system - Google Patents
Modular construction system Download PDFInfo
- Publication number
- CN100537906C CN100537906C CNB2003801080662A CN200380108066A CN100537906C CN 100537906 C CN100537906 C CN 100537906C CN B2003801080662 A CNB2003801080662 A CN B2003801080662A CN 200380108066 A CN200380108066 A CN 200380108066A CN 100537906 C CN100537906 C CN 100537906C
- Authority
- CN
- China
- Prior art keywords
- pipe
- modular construction
- truss
- connector
- pond
- 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.)
- Expired - Fee Related
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/22—Sockets or holders for poles or posts
- E04H12/2207—Sockets or holders for poles or posts not used
- E04H12/2215—Sockets or holders for poles or posts not used driven into the ground
- E04H12/2223—Sockets or holders for poles or posts not used driven into the ground by screwing
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Road Paving Structures (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Revetment (AREA)
- Piles And Underground Anchors (AREA)
- Sewage (AREA)
- Tents Or Canopies (AREA)
- Joints Allowing Movement (AREA)
Abstract
A kind of modular construction, especially pond construction and other garden members, wherein said member supporting is in subsoil, and comprise: at least two pipes (2), first distal process of the general hollow of wherein said pipe reaches in the subsoil, and screw thread-shaped flanges (3) is arranged on described pipe (2) and goes up and supporting in subsoil and managing.Described member also comprises at least two connectors (5) and is connected truss (7) on the connector (5) that wherein each described connector axially can freedom be bearing on second end of respective tube (2) at least pivotally during constructing.
Description
The present invention relates to a kind of modular construction, especially relate to pond construction or other garden members, described member is supported in the subsoil.
For the purpose of cultivating the garden, the pond is built, and arranged ornamental element, for example frame and other garden furniture.Usually have only one or people seldom to use light relatively material and simple tools to build above-mentioned member.
For example, in well-known pond construction, timber is partly squeezed in the subsoil, and is furnished with sheet wall or sheet material screen to form the edge, pond.Because timber is inserted in the subsoil and is supported thereon, they are supporting sheet wall.Here, described wall is connected in the stake, thereby makes the top edge level generally of wall (it is designed to truss alternatively).Yet timber has such defective, and promptly after the several years, they can rot gradually.And, for example can cause such unwanted results, promptly near the pavement the edge, pond can sink.In addition, when timber is inserted into subsoil, be difficult to change again the slope that is bearing in the truss on the timber.This is because of the adhesion stress owing to soil, and stake is difficult to upwards be extracted.In addition, if reset timber, its stability will reduce.In order when the height of truss and timber (its upper support truss) is inconsistent, still to produce the orientation of this truss, have to by means of the auxiliary part of complexity.
Equally, in known pond construction, the edge is made of the member with stone or concrete element, as disclosed among the patent documentation JP1998000259194.In the pond construction that contains stone and concrete element, described element has formed at least a portion at member substrate and edge, pond.Although can set the orientation of truss, in the process of constructing and be not easy to adjust.In concrete component, concrete is poured in the formwork, and wherein under the situation that does not influence concrete quality, described formwork can't be adjusted backward.For the stone member, during constructing, can not easily adjust the orientation of the truss longitudinal axis, because ground is set up at that time, and the size of stone is difficult to change.In addition, build such member and must need manpower usually.Owing to relate to cost, for the finishing garden, this is not attractive.
An object of the present invention is to provide a kind of light modular construction, wherein during constructing, can more easily adjust the longitudinal axis orientation of truss with respect to ground line.For this reason, described modular construction is characterised in that it comprises: at least two pipes, and first distal process of the general hollow of wherein said pipe reaches in the subsoil, and screw thread-shaped flanges is arranged on supporting on the described pipe and in subsoil and manages; At least two connectors, wherein each described connector axially can free be bearing on second end of each pipe at least during constructing pivotally and be connected truss on the described connector.
By supporting element being designed to have the pipe of general hollow end,, can more easily regulating height setting and do not reduce stability and load-carrying properties than using solid pile to compare.Described height setting has been determined the orientation of the truss longitudinal axis, and wherein this truss is by the head of connector supporting at pipe.In addition, the hollow end of pipe has such advantage: compare with solid pile, the constructor only needs power still less just pipe can be inserted ground.
By pipe with screw thread-shaped flanges (described pipe by this flange bearing in subsoil) is provided, in absolute terms, by the described pipe that pivots, each pipe can be set each other preferably mutually.
Because connector axially can free be bearing in second end of pipe pivotally during constructing, thereby the constructor can not need to influence the axial orientation of more easily setting connector under the pipe situation highly.Because the axial orientation of connector is irrelevant with the axial location of pipe, so the axial location that does not need to change connector equally just can be set the height of pipe.Make like this, during constructing, be bearing in Guan Shanghou equally, still can regulate the upright position of truss relatively simply at truss.
Because it is have the aforementioned tube of local hollow design and supporting the connector that axially can freely pivot of truss, modular construction provides such flexibility, feasible even can set up light relatively system by a people.Here, there is no need finally to set at once all.As described, this system provides possibility completely, to change height setting during constructing.
Should be pointed out that and disclose a kind of pile element that is used to make up relatively large hydraulic engineering among the patent documentation US4405262.Described stake utilizes the end of sealing and downward orientation to be driven in the subsoil.In addition, linkage is resisted against on the sand bed, and described sand bed is located on the dividing plate in the described stake.
According to the present invention and especially can be used among the embodiment of pond construction, thin layer is clamped in truss and carries out between the clamping section of clamping around truss.Like this, the thin layer that covers the pond bathtub construction is secured on the truss.
In according to another embodiment of the present invention, modular construction is the pier member that is arranged in the pond.
In according to another embodiment of the present invention, modular construction is a set member.
The present invention also relates to a kind of modular construction system that is used for above-mentioned member.
In a preferred embodiment according to the present invention, pipe, connector and truss are roughly made by steel and/or plastics.The described member of Sheng Chaning is light and durable like this.
By making hollow tube near head, be provided with the joint element of cooperating mutually, when rostrum stretches into ground, can be convenient to the pivot of pipe with driving element (it is used to be applying torque to pipe).Especially when setting the height of single pipe, and come pivot tube to compare with hand grip, this can produce sizable advantage.Joint element is positioned near the head, but preferably locate from the head to remove, so that after positioning link, joint element still can be approaching, thus still pipe can be set the more simply height of (also comprising connector and optional mounted truss).
Preferably, be formed with the side cut section bar at the general hollow end place of pipe, thereby when pipe is inserted into subsoil, suffer less resistance.
The invention still further relates to a kind of method that makes up modular construction, especially make up the method for pond construction or other garden members, may further comprise the steps: the rotation of two ends at least that will be arranged at least two respective tube, general hollow designs is inserted in the subsoil, is arranged on the screw thread-shaped flanges contact subsoil on the described pipe outside simultaneously; Described connector (it can freely pivot in building process vertically) slides on each head of being located at each pipe other end place; By the described pipe of axial pivot its height is set; By the described connector that pivots with respect to each pipe, set the axial orientation of each connector; And truss is connected on the described connector.
In the preferred embodiment of the method according to this invention, this method is used to make up pond construction, it is characterized in that after above-mentioned steps further comprising the steps of: the bathtub construction that excavates the pond; Thin layer is laid in the bathtub construction in pond; With thin layer is connected on the truss.
Thin layer by using modular construction system and being covered with the pond bathtub construction only need dig out bathtub construction.Like this, can realize keeping intact, and it is opposite to have the pond construction (therein, the space that is used for sheet pile also needs to dig out) of timber around the soil texture at edge, pond.
Other preferred embodiments of the present invention will obtain explanation in the dependent claims.
Specific embodiment below with reference to shown in the accompanying drawing is further detailed the present invention, wherein:
Fig. 1 shows the schematic diagram according to modular construction of the present invention;
Fig. 2 shows the perspective diagram according to hollow tube of the present invention;
Fig. 3 shows the perspective diagram according to connector of the present invention;
Fig. 4 shows the perspective diagram according to different connectors of the present invention;
Fig. 5 shows the perspective diagram that has the modular construction system of section bar truss according to the present invention;
Fig. 6 shows the lateral view that has the modular construction system of truss (it is designed to flexible pipe) according to the present invention;
Fig. 7 shows the schematic side view that has the clamping section of flange edge according to the present invention;
Fig. 8 shows the schematic side view of clamping section among Fig. 7, and wherein flange edge is with respect to the ground line oblique bending;
Fig. 9 shows according to modular construction system of the present invention, and wherein sheet elements is connected on the described modular construction system;
Figure 10 shows the pond with pier; With
Figure 11 shows according to modular construction system of the present invention.
These figure summary have rightly represented the preferred embodiments of the present invention.In these figure, identical components list is shown identical Reference numeral.
Fig. 1 shows modular construction 1, wherein manages 2 and is bearing in the subsoil 4.Connector 5 at pipe 2 upper supports, and connector 5 is supporting truss 7 successively.
Fig. 2 shows hollow tube 2, and the one end has and has head 6, and ends at most advanced and sophisticated 12 at the other end.Arranged outside at hollow tube 2 has screw thread-shaped flanges 3.Hollow tube 2 is preferably made by metal or plastics.By on pipe 2, applying downward power, hollow tube 2 is inserted in the subsoil, wherein said pipe 2 is by most advanced and sophisticated 12 guiding downwards.In case screw thread-shaped flanges 3 contacts with subsoil 4, downward power can be combined with passive axial moment simultaneously, enters subsoil 4 thereby flange 3 drives hollow tube 2.At this moment, downward power even can fully phase out.For the ease of applying axial moment, pipe 2 is provided with joint element in head 6 vicinity, two openings that oppositely are provided with for example, or ledge or recess.Pin can slide in the opening, thereby moment or moment of torsion are passed to pipe.Utilize ledge or recess, for example can use open-end wrench or collet head spanner to apply moment.In heavier embodiment, be connected on the electric driver joint element closing type.Like this, utilize 3, one people of screw thread-shaped flanges just relative heavier pipe 2 can be inserted in the subsoil 4 relatively simply.
Fig. 3 and 4 shows two embodiment of the connector 5 that can freely pivot vertically, and it comprises pipe 22 and the support sections 23 that is connected on the pipe.Pipe can be designed to circle, but also can be designed to for example square.In Fig. 3, it is straight section bar that support sections 23 is configured as.Other shape also is fine.For example, in Fig. 4, support sections is shaped as has the section bar that is approximately 90 ° of acute angles.
In different embodiment, connector 5 comprises pipe 22, and described pipe 22 is provided with the supporting arrangement on the head that is supported in hollow tube 2, for example is positioned at the flange of pipe 22 outer walls or is positioned at the confining surface of managing 22 inside.Pipe 22 at one end is provided with recess (groove that for example is used for lattice 7), and wherein truss 7 can flatly slip over the recess of pipe 22 in assembling process.
Fig. 5 and 6 shows modular construction system 1, and wherein hollow tube 2 has been inserted in the subsoil.The pipe 22 of connector 5 slips over the top of the head 6 of hollow tube 2.In addition, also can for example pipe 22 be slided in the hollow tube 2, connector 5 is installed.In both of these case, connector 5 is bearing in the head 6 of hollow tube 2, is used to support the thin-walled girder 7 that is connected on the support sections 23.This truss 7 can be designed to opening section bar (Fig. 5), for example U-shaped section bar or I shape section bar, or flexible pipe (Fig. 6).Also other situations can be arranged, for example adopt tabular or closed profiles, for example box truss.This truss can be made up of the truss sections, and wherein this truss sections is realized interconnection by linkage (for example locating regular isolated hole in the truss end).Be covered with thin layer 11 in truss 7 (its alternatively on top edge place be provided with the preventing rubber section bar) top, wherein described thin layer 11 be clamped on the truss 7, to obtain lasting clamp structure by clamping section 10.Thin layer serves as the pond in the bathtub construction 18 in pond 24 at the bottom of.In order to make up pond 24 with edge, Any shape pond 20, preferably with plate or flexible pipe as truss 7, because plate or flexible pipe can be made required shape on the spot.Can flexible pipe be strengthened internally by a section bar (for example being clamped in the vertical strip in the pipe).Because the bending of pipe, strip is in vertical position, thereby does not need to fix.
When building modular construction 1, the constructor is following to carry out.At first, at least two hollow tubes 2 insert in the subsoil 4 as described above.Then, connector 5 slides on each hollow tube 2, to set axial orientation.Linkage 12 (for example holding screw) is used for truss 7 is connected to connector 5.Afterwards, in order to adjust the longitudinal axis orientation of truss 7, set the last height of supporting hollow tube 2 by axial pivot hollow tube 2 with respect to ground line.Like this might not need consider connected truss 7, because connector 5 is axially pivotable.After setting at last, lock connector 5 with locking device 13.These locking devices for example comprise screw bolt and nut.Also can provide to have the pipe 22 that off-centre is provided with the connector 5 in hole, wherein said hole has screw thread to be locked by fastening bolt.
In a distortion according to the present invention, be used for the clamping section 10 of clamping thin layer 11, side is provided with flange 15 in the pond of member.As shown in Figure 7, flange 15 is arranged on the sidewall of clamping section 10, for example is positioned at the below of the subsoil place horizontal plane of the below of top edge place horizontal plane of section bar 10 and pavement 27.Flange 15 is used for supporting a row stone 17, and the end face of described stone 17 is lower than the end face of pavement 27 alternatively.As shown in Figure 8, flange edge is crooked with respect to the ground line ground that is inclined upwardly equally, thereby ground line 28 can farthest remain on the horizontal plane 14 in the pond 24.
As shown in Figure 9, for decorating and the purpose of protection pond construction 24, hollow tube 2 further is provided with for example regular isolated linkage 9, is used for junction plate profile elements 8, for example profile material or natural stone, or revetment (not shown).Plate shape element 8 not only can be arranged on pond one side, and can be arranged to be positioned at ground line one side or exceed ground line.This member can be used to stablize various differences in height.About revetment, the avris section bar panel of various materials can vertically position, and strengthens mutually by auxiliary profile alternatively.Equally, the avris panel can utilize auxiliary profile to interconnect.
Other truss can be positioned on the truss 7 by support sections (it comprises two U-shaped section bars), and described two U-shaped section bars are connected to each other by the side separately (being the accumbency side) that it does not have the end, thus but two U-shaped section bars clamping truss all.The mutual bearings of U-shaped section bar (for example laterally) has been determined the orientation of the truss of above-mentioned connection.
The present invention is not limited to specific embodiment as described herein.Many distortion can be arranged.For example, modular construction system 1 similarly can be used for the substrate of pier member 19 as shown in Figure 10, perhaps is used for the substrate of set member 21, perhaps is used for other garden furniture members as shown in Figure 11.
This distortion is clearly for a person skilled in the art, and can be regarded as and fall in the illustrated scope of the invention of following claim.
Claims (19)
1. a modular construction (1), described modular construction can be built by a people, and wherein said modular construction (1) is bearing in the subsoil (4), and comprises:
At least two pipes (2), first end (12) of the hollow of wherein said pipe projects in the subsoil (4), and screw thread-shaped flanges (3) is arranged on described pipe (2) and goes up and supporting pipe (2) in subsoil (4), and comes that by the described pipe of axial pivot described pipe (2) is carried out height and regulate;
At least two connectors (5), wherein each described connector axially can freedom be bearing on second end (6) of respective tube (2) during constructing at least pivotally; And
Be connected the truss (7) on the described connector (5).
2. modular construction as claimed in claim 1 (1) is characterized in that: described pipe (2) is provided with the joint element (29) of cooperating mutually with driving element near head (6), described driving element is used to be applying torque to described pipe (2).
3. modular construction as claimed in claim 1 or 2 (1) is characterized in that, also comprises thin layer (11) and clamping section (10), wherein by clamping section thin layer (11) is clamped on the truss (7).
4. modular construction as claimed in claim 1 (1) is characterized in that: described member is a floating platform.
5. modular construction as claimed in claim 1 (1) is characterized in that, described member is set member (21).
6. modular construction as claimed in claim 1 (1) is characterized in that: described modular construction is pond construction or other garden members.
7. modular construction device that is used for according to the described member of claim 1, it comprises:
At least two pipes (2), each pipe have first end (12) of hollow, and wherein screw thread-shaped flanges (3) is arranged on the described pipe (2);
At least two connectors (5), it is assemblied on second end (6) of described pipe (2), is used for axially can freedom being bearing in described second end (6) pivotally during constructing; With
Be connected the truss (7) on the described connector (5).
8. modular construction device as claimed in claim 7 is characterized in that: pipe (2), connector (5) and truss (7) are made by steel and/or plastics.
9. as claim 7 or 8 described modular construction devices, it is characterized in that described pipe (2) is provided with the joint element (29) of cooperating mutually with driving element near head (6), described driving element is used to be applying torque to described pipe (2).
10. modular construction device as claimed in claim 7 is characterized in that, the side cut section bar is formed on first end (12) of the hollow of described pipe (2).
11. modular construction device as claimed in claim 7 is characterized in that, described construction system is provided with clamping section (10), so that thin layer (11) is clamped between truss (7) and the clamping section (10).
12. modular construction device as claimed in claim 11 is characterized in that, described truss (7) or clamping section (10) are provided with flange (15), are used to support the edge, pond.
13. modular construction device as claimed in claim 12, it is characterized in that, described truss (7) or clamping section (10) are provided with the side part that is used to contact connector (5), wherein said flange (15) departs from out described side part and oblique bending, thereby flange (15) allows ground line to continue to extend to the horizontal plane (14) that is higher than pond (24).
14. modular construction device as claimed in claim 7 is characterized in that, described pipe (2) is provided with linkage, is used for junction plate profile elements and/or revetment.
15. modular construction device as claimed in claim 7 is characterized in that, described truss (7) is designed to plate or pipe.
16. a method that makes up modular construction (1), wherein this modular construction can be built by a people, and the method for described structure modular construction (1) may further comprise the steps:
At least two pipes (2) rotations is inserted in the subsoil (4), and wherein each pipe side of inserting subsoil in rotation is provided with the end (12) of hollow, and described pipe (2) is provided with screw thread-shaped flanges (3), to support in subsoil (4);
By the described pipe of axial pivot (2) its height is set;
Slip is arranged at the connector (5) on second end (6) of each pipe (2), and wherein said connector (5) axially can freedom be bearing on second end (6) during constructing pivotally;
By coming hinge connector (5), set the axial orientation of described connector (5) with respect to each pipe (2); With
Truss (7) is connected on the described connector (5).
17. the method for structure modular construction according to claim 16, it is characterized in that, described method further may further comprise the steps: at the height of setting described pipe (2) with after setting the axial orientation of described connector (5), lock described connector (5) vertically with respect to described pipe (2).
18. the method for structure modular construction according to claim 16 is characterized in that: the method for described structure modular construction is used as structure pond construction or other garden members.
19. one kind makes up the method for pond construction according to claim 16 or 17 described methods, it is characterized in that, further implements following steps after described step:
Excavate the bathtub construction in pond;
Thin layer is laid in the bathtub construction in pond; With
Thin layer (11) is connected on the truss (7).
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| NL1021783 | 2002-10-30 | ||
| NL1021783A NL1021783C2 (en) | 2002-10-30 | 2002-10-30 | Modular construction system. |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN1732316A CN1732316A (en) | 2006-02-08 |
| CN100537906C true CN100537906C (en) | 2009-09-09 |
Family
ID=32227853
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNB2003801080662A Expired - Fee Related CN100537906C (en) | 2002-10-30 | 2003-10-30 | Modular construction system |
Country Status (10)
| Country | Link |
|---|---|
| US (1) | US20060096184A1 (en) |
| EP (1) | EP1565621B1 (en) |
| CN (1) | CN100537906C (en) |
| AT (1) | ATE503890T1 (en) |
| AU (1) | AU2003277740A1 (en) |
| CA (1) | CA2504441A1 (en) |
| DE (1) | DE60336578D1 (en) |
| DK (1) | DK1565621T3 (en) |
| NL (1) | NL1021783C2 (en) |
| WO (1) | WO2004040069A1 (en) |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US7900417B1 (en) * | 2004-04-22 | 2011-03-08 | Richard Leines | Pergola having posts, beams, joists, strips, clips, and internal support stiffeners |
| MD20090059A (en) * | 2009-06-01 | 2010-12-31 | Institutul De Energetica Al Academiei De Stiinte A Moldovei | Foundation device |
| MD348Z (en) * | 2009-06-01 | 2011-10-31 | Институт Энергетики Академии Наук Молдовы | Portable foundation device for the slope |
| GB2489966A (en) * | 2011-04-13 | 2012-10-17 | Ian Robert Price | Modular beam and pile foundation system |
| CN107700518B (en) * | 2011-06-28 | 2020-12-15 | 实步系统国际有限公司 | Improved footing plate |
| SE536504C2 (en) | 2012-01-19 | 2014-01-07 | Sture Kahlman | Pile device and use thereof |
| US10077893B1 (en) * | 2013-02-11 | 2018-09-18 | Philip Abraham | Removable anchoring system and uses thereof |
| CN110312840A (en) * | 2016-11-26 | 2019-10-08 | 阿莫沃尔集团私人有限公司 | A kind of improved building panel |
| US11066824B2 (en) | 2018-03-27 | 2021-07-20 | Ccs Contractor Equipment & Supply, Llc | Ground anchor bracket with simulated slab support for concrete wall braces |
Family Cites Families (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB386800A (en) * | 1932-02-02 | 1933-01-26 | Braithwaite And Company Engine | Beach traps or retainers for foreshore protection |
| FR2028116A1 (en) * | 1969-01-10 | 1970-10-09 | Brodrick Alan | |
| US4022437A (en) * | 1976-01-12 | 1977-05-10 | French Raymond L | Batter-board support |
| GB1552162A (en) * | 1977-11-17 | 1979-09-12 | Parry P J | Marine structures |
| JPS56100906A (en) * | 1980-01-08 | 1981-08-13 | Masaya Nagashima | Temporarily built bridge |
| JPH02103581A (en) | 1988-10-13 | 1990-04-16 | Canon Inc | Image forming device |
| US5515655A (en) * | 1994-09-08 | 1996-05-14 | Sloan Enterprises, Inc. | Adjustable, telescoping structural support system |
| DE29722836U1 (en) * | 1997-12-24 | 1999-04-22 | Wuelfing Und Hauck Gmbh & Co K | Cover for a swimming pool or the like. |
| DE19836369C1 (en) * | 1998-08-11 | 2000-05-11 | Krinner Klaus | Device and method for positioning and fixing beams with floor anchors |
| US6412235B1 (en) * | 2000-09-08 | 2002-07-02 | Joseph T. Pylant | Removable screw-type, in-ground anchor device |
| US6517442B1 (en) * | 2001-09-18 | 2003-02-11 | Robert E. Post | Portable ice skating rink enclosure |
| AU2003257241B2 (en) * | 2002-09-02 | 2004-10-21 | Colin William Francis | A pier |
-
2002
- 2002-10-30 NL NL1021783A patent/NL1021783C2/en not_active IP Right Cessation
-
2003
- 2003-10-30 EP EP03809888A patent/EP1565621B1/en not_active Expired - Lifetime
- 2003-10-30 US US10/533,243 patent/US20060096184A1/en not_active Abandoned
- 2003-10-30 AU AU2003277740A patent/AU2003277740A1/en not_active Abandoned
- 2003-10-30 CA CA002504441A patent/CA2504441A1/en not_active Abandoned
- 2003-10-30 DK DK03809888.5T patent/DK1565621T3/en active
- 2003-10-30 DE DE60336578T patent/DE60336578D1/en not_active Expired - Lifetime
- 2003-10-30 AT AT03809888T patent/ATE503890T1/en active
- 2003-10-30 CN CNB2003801080662A patent/CN100537906C/en not_active Expired - Fee Related
- 2003-10-30 WO PCT/NL2003/000744 patent/WO2004040069A1/en not_active Application Discontinuation
Also Published As
| Publication number | Publication date |
|---|---|
| WO2004040069A1 (en) | 2004-05-13 |
| CA2504441A1 (en) | 2004-05-13 |
| DK1565621T3 (en) | 2011-07-18 |
| EP1565621B1 (en) | 2011-03-30 |
| ATE503890T1 (en) | 2011-04-15 |
| AU2003277740A1 (en) | 2004-05-25 |
| DE60336578D1 (en) | 2011-05-12 |
| CN1732316A (en) | 2006-02-08 |
| US20060096184A1 (en) | 2006-05-11 |
| EP1565621A1 (en) | 2005-08-24 |
| NL1021783C2 (en) | 2004-05-11 |
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| JPH05113061A (en) | Temporary enclosure and footing therefor |
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