CN201007100Y - Building shock-proof device - Google Patents
Building shock-proof device Download PDFInfo
- Publication number
- CN201007100Y CN201007100Y CNU2007200021770U CN200720002177U CN201007100Y CN 201007100 Y CN201007100 Y CN 201007100Y CN U2007200021770 U CNU2007200021770 U CN U2007200021770U CN 200720002177 U CN200720002177 U CN 200720002177U CN 201007100 Y CN201007100 Y CN 201007100Y
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- shock
- absorbing
- building
- wire rod
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Abstract
An architectural shockproof protecting device comprises a plurality of wire supporting devices and a plurality of shockproof wires corresponding to the wire supporting devices; wherein the bottom of each wire supporting device is a fixing end for being fixed on the top layer of the building; the top surface of the wire supporting device is rotationally provided with at least two pulleys for equipping the shockproof wires and make the shockproof wires to relatively slide on the pulleys; and one end of the shockproof wire is fixed on the building through a buffer, and the other end can be fixedly disposed on one earth surface near the building, thereby, utilizing the self-tension of the shockproof wires can share the outside force of the building endured when being attacked by the earthquake or the strong wind, and the buffer can release the strenuous shaking.
Description
Technical field
The utility model system relates to a kind of shock absorbing apparatus, especially refer to a kind of being applied in the heavy construction, use when earthquake or high wind act on building, but absorbing vibration and the energy that rocks and slow down the amplitude that building rocks can be avoided the building outer wall corroded by external force such as wind and rain simultaneously and damage so that peel off ceramic tile or concrete building shock-absorbing protector.
Background technology
Modern building system is a skeleton with reinforcing bar or reinforcing bar, and material-pavings such as cooperation cement go out floor, interior wall and the outer wall of each floor gap, forms at building ornaments such as building surface laying ceramic tiles at last.
System position, Taiwan is in the frequent tomography junctional area of earthquake, and social now high building stands in great numbers, and seems important extraordinarily for the precautions against earthquakes of high building.
Existing building, its agent structure is mainly reinforcing bar, reinforcing bar and concrete and constitutes, if building is in being subjected to that external force such as earthquake or high wind attack and when producing vibrations, the reinforcing bar of agent structure, reinforcing bar and concrete can sustain vibration energy influence, and then building can be avoided its agent structure to be damaged even cause the consequence of building collapse.
The vibrations preventing and controlling of buildings in general, except the reinforcement of structure itself (promptly, the stress analysis work between the reinforcing bar of constructure body structure, reinforcing bar and concrete and the selection of constructional materials in advance) outside, how effectively slowing down the fabric structure body because of earthquake or vibration energy that high wind directly bore, also is another significant vibrations preventing and controlling method.
In addition, structure damage exposes the building of reinforcing bar or reinforcing bar as the ceramic tile of outer wall and impaired the peeling off of concrete, often when trimming, need set up scaffold, but scaffold also can't containment wall high wind, so must and on bolt, set firmly decoration plane material in destructive expandable implant bolt on the outer wall to keep out high wind, still yet the outer wall of uncertain its firm degree causes load to the weight of implantation of the destructiveness of bolt and decoration plane material to being wound, the outer wall that feasible basis has been wound continues to peel off ceramic tile and concrete, so not only cause the building degree that is wound constantly to worsen, ceramic tile that it peeled off and concrete probably have the lower of injuring by a crashing object building, pedestrian or other facilities, and cause incalculable damage.
The utility model content
So the design people strengthens its structural strength, and then designs a kind of building shock-absorbing protector according to the weakness of building itself.
The utility model main purpose system provides a kind of building shock-absorbing protector, it is when earthquake or high wind attack building, can absorb the part vibration energy that building bears, alleviate the external strength that building bears, slow down the purpose of the severe degree that building rocks and can reach.
Another purpose of the utility model is that a kind of building shock-absorbing protector mainly is provided, when it is applied to building structure damage and on the building that need study for a second time courses one has flunked the time, can avoid the high wind torrential rain directly to hit and corrode fabric structure and cause ceramic tile or concrete peeling off in the building structure, continue to worsen and avoid the spall of building to injure the purpose of lower building, pedestrian or other facilities by a crashing object to reach the structure of avoiding damage of building.
For reaching above-mentioned purpose, the utility model system provides a kind of building shock-absorbing protector, and it includes:
Several wire rod bearing devices, wherein the bottom of each wire rod bearing device is a fixed end, the top is provided with at least two pulleys rotationally;
Several shock-absorbing wire rods, its correspond to each wire rod bearing device and respectively pivot stride the pulley on it and relatively slide, be installed with a ground hookup mechanism on one end of each shock-absorbing wire rod, for linking with ground, it is held in addition then and links with a building hookup mechanism and building top layer ground;
Several snubbers are to be located at respectively between the end in addition and its building hookup mechanism of aforementioned each shock-absorbing wire rod.
By above-mentioned technological means; when the utility model building shock-absorbing protector is applied on the building; can use the wire rod bearing device of sufficient amount to be fixedly arranged on the end face periphery of building both sides respectively with symmetrical arrangement mode; the one end system of each shock-absorbing wire rod is fixedly arranged on the top layer ground of building by snubber; the other end of each shock-absorbing wire rod then is fixedly arranged on the corresponding ground with sagging naturally direction; thus; need not set up scaffold or destructive expandable implant bolt on outer wall; and can be when earthquake or high wind attack structure trunk; the tension principle of utilization shock-absorbing wire rod; allow vertical vibrations and the horizontal rolling power that structure trunk bore disperse to each shock-absorbing wire rod; and by the snubber moving and rolling power of bradyseism of relaxing; alleviate the external strength that building is born to reach, slow down the purpose of the severe degree that building rocks.
Aforesaid building shock-absorbing protector further includes several and is arranged at guard screen between the wantonly two adjacent shock-absorbing wire rods and several disassembledly and is arranged at window shielded frame between wantonly two adjacent shock-absorbing wire rods disassembledly.
By above-mentioned technological means, can utilize guard screen to be covered in outside the building sidewall and can avoid the high wind torrential rain directly to hit corroding fabric structure and cause on the building ceramic tile or concretely peel off and avoid spall directly to fall to lower, continue to worsen and avoid the spall of building to injure the purpose of lower building, pedestrian or other facilities by a crashing object to reach the structure of avoiding damage of building.
Description of drawings
Fig. 1 is applied to the enforcement state diagram of a building for the utility model.
Fig. 2 is applied to the section plan of a building for the utility model.
Fig. 3 is a section plan of the present utility model.
Fig. 4 is the plan view of guard assembly among the utility model first embodiment.
Fig. 5 is the side sectional view of guard assembly among the utility model first embodiment.
Fig. 6 is the plan view of guard assembly among the utility model second embodiment.
Fig. 7 is the side sectional view of guard assembly among the utility model second embodiment.
Fig. 8 is the stereo appearance figure of the utility model the 3rd embodiment.
Fig. 9 is the stereo appearance figure of the utility model the 4th embodiment.
Figure 10 is that the utility model the 5th embodiment is applied to the section plan on the building.
Figure 11 is that the utility model the 6th embodiment is applied to the section plan on the building.
Figure 12 is the stereo appearance figure of tension force stiffener assembly among the utility model the 6th embodiment.
The element conventional letter
10 building shock-absorbing protectors, 20 wire rod bearing devices
21 support columns, 22 holders
23 cross bars, 24 pulleys
30 shock-absorbing wire rods, 32 shock-absorbing line segments
32a) shock-absorbing line segment 33 non-circular nuts
331 screws, 332 screw rods
34 ground hookup mechanisms, 35 metal tubes
36 snubbers, 37 expanders
371 recessed edge 38 building hookup mechanisms
40 guard assemblies, 41 guard screens
41a) guard screen 411 Partition board frames
412 louvre blades, 42 window shielded frames
441 perforation of 44 link piece
451 perforation of 45U shape bar
452 nuts, 90 buildings
92 end faces, 93 sidewalls
94 windows
The specific embodiment
Please refer to Fig. 1, the utility model building shock-absorbing protector 10 is can be arranged on the building on 90 the end face 92 and set firmly with near the building 90 ground epiphase, and this building 90 includes the window 94 of four sides sidewall 93 and several sidewalls 93 located therein in addition.
The utility model building shock-absorbing protector 10 includes the shock-absorbing wire rod 30 and a guard assembly 40 of several wire rod bearing devices 20, several corresponding each wire rod bearing devices 20.
Please refer to Fig. 2 and Fig. 3, each wire rod bearing device 20 is that to make a support column 21 bottoms be a fixed end, be installed with a holder 22 that is fixedly arranged on building 90 end faces 92 on this fixed end, be installed with a cross bar 23 on these support column 21 tops, can relatively rotate on this cross bar 23 and be provided with at least two pulleys 24, wherein two pulleys 24 are to be hubbed at respectively on cross bar 23 two ends.
Shock-absorbing wire rod 30 is crossed over all pulleys 24 and pulley 24 slips relatively on each wire rod bearing device 20 respectively, be installed with a ground hookup mechanism 34 that closely is fixedly arranged near the faces of land building 90 on one end of each shock-absorbing wire rod 24, the other end is provided with a snubber 36, but snubber 36 is to can be absorbing vibration energy such as spring and change elastic component from body contour, and an end of these snubber 36 relative shock-absorbing wire rods 30 is provided with a building hookup mechanism 38 that closely is fixedly arranged on building 90 top layer ground 92.
Please refer to Fig. 4 and Fig. 5, guard assembly 40 is to be arranged between each shock-absorbing wire rod 30 and to be covered in outside the building sidewall 93, and it includes several guard screens 41 and several window shielded frames 42.
Window shielded frame 42 is with a light material manufacturing, it is arranged at the window place of corresponding building 90 between each shock-absorbing wire rod 30, its rear end is close proximity to building 90 windows 94, the size of each window shielded frame 42 and can be ordered work according to the actual size of building 90 windows 92 especially except that the distance in response to 30 in two adjacent shock-absorbing wire rods in fact; Window shielded frame 42 is that the spall that can avoid building 90 is dropped by the window top and accidentally injures the resident who stretches out window in the building 90.
Please again with reference to Fig. 4 and Fig. 5, among the utility model one embodiment, be to be provided with several pod apertures 413 on the guard screen 41, the direction of each pod apertures 413 is the oblique front lowers that are through to of back side eminence by guard screen 41 relative building 90 sidewalls 93, and pod apertures 413 is that the rainwater at guard screen 41 back sides can be flowed out to guard screen 41 fronts along pod apertures 413.
Please refer to Fig. 6 and Fig. 7, among another embodiment of the utility model, guard screen 41a is stacked with several mutually by a Partition board frame 411 and the louvre blades 412 that are arranged in the Partition board frame 411 are formed, and wherein the section of each louvre blade 412 is by the oblique front of framework 411 back side eminences lower; The arrangement mode of louvre blade 412 also can make the rainwater between building 90 and guard screen 41a flow out from wantonly two adjacent louvre blade 412 gaps.
Please refer to Fig. 8, in another embodiment of the utility model, the structure that shock-absorbing wire rod 30 is formed in one; Four corners are respectively equipped with two perforation 451 that run through guard screen 41, Partition board frame 411 or window shielded frame 42 on each guard screen 41, Partition board frame 411 or the window shielded frame 42, be equipped with a U-shaped bar 45 that is centered around outside the shock-absorbing wire rod 30 respectively in two perforation 451 in each corner, wherein U-shaped bar 45 two ends are passed corresponding perforation 451 and are screwed with a nut 452 respectively so that shock-absorbing wire rod 30 is fastened with guard screen 41, and guard screen 41 and window shielded frame 42 can be fixedly arranged on the shock-absorbing wire rod 30 thus.
Please refer to Fig. 9, among the another embodiment of the utility model, shock-absorbing wire rod 30 is linked mutually and is formed by several length and guard screen 41,41a and window shielded frame 42 corresponding shock-absorbing line segments 32, wherein be installed with a non-circular nut 33 respectively on each shock-absorbing line segment 32 2 end, wherein be formed with a screw 331 that is arranged with in shock-absorbing line segment 32 on the non-circular nut 33, extend on another non-circular nut 33 be provided with one with screw 331 corresponding screw rods 332; Four corners are respectively equipped with one in two link piece 44 that link to each other between the shock-absorbing line segment 32 non-circular nuts 33 on each guard screen 41, Partition board frame 411 or window shielded frame 42 sides, be formed with one on this link piece 44 and run through link piece 44 and the perforation 441 of passing for the screw rod 332 of shock-absorbing line segment 32, same anti-link piece 44 perforation 441 every backplate 41, Partition board frame 411 or window shielded frame both sides about in the of 42 are to align, and guard screen 41 and window shielded frame 42 can be fixedly arranged on the shock-absorbing wire rod 30 thus.
Please refer to Figure 10, on the shock-absorbing wire rod 30 at least one section metal tube 35 can be set further, these metal tube 35 density can increase the weight of the averag density of shock-absorbing wire rod 30 greater than the density of shock-absorbing wire rod 30, so that when bearing external force such as high wind when guard screen 41, be unlikely to shock-absorbing wire rod 30 is pullled distortion.
Please refer to Figure 11 and Figure 12, on the shock-absorbing wire rod 30 a tension force stiffener assembly can be set further, this assembly includes a shock-absorbing line segment 32a who is fixedly arranged on the shock-absorbing wire rod 30) and one be arranged at shock-absorbing line segment 32a) and shock-absorbing wire rod 30 between expander 37; Be formed with one on these expander 37 both sides respectively for shock-absorbing line segment 32a) the recessed edge 371 that is set in respectively with shock-absorbing wire rod 30; Strut shock-absorbing line segment 32 and shock-absorbing wire rod 30 by expander 37, shock-absorbing line segment 30 can be tightened, thus, when bearing external force such as high wind when guard screen 41, be unlikely to shock-absorbing wire rod 30 is pullled distortion to improve its tension force.
Please again with reference to Fig. 1, on reality is used, the utility model can be considered the intensity of the size of building 90 and building structure thereof and determine the quantity of the wire rod bearing device 20 and the corresponding shock-absorbing wire rod 30 of required installing, its better embodiment system is provided with symmetrical wire rod bearing device 20 and corresponding shock-absorbing wire rod 30 to the position that is less than the main pillar in building 90 both sides, when producing earthquake or high wind attack building 90, the tension force of shock-absorbing wire rod 30 self can bear the strength that building fluctuates or swing and be damaged because of excessive waving to avoid building 90 structures, 30 buffer can appropriateness absorb external force that building structure is born on the shock-absorbing wire rod, and slows down the severe degree that building 90 waves.
This guard assembly 40 is that to can be applicable to building structure or outer wall impaired and need carry out in building 90 1 places of maintenance works again, wherein guard screen 91 can be avoided the lasting destruction of high wind torrential rain to building 90 impaired places, and pedestrian or other facilities that can make the ceramic tile that peels off on the sidewall 93 or concrete drop and injure lower by a crashing object to avoid dropping to lower in the gap of guard screen 41 and building 90, and the pod apertures 413 of guard screen 41 or the gap between the louvre blade 412 can cause sidewall 93 or impaired place to suffer rain erosion from discharging between building 90 and the guard assembly 40 to avoid generation seeping phenomenon between guard screen 41 and the building 90 rainwater; Stop high wind torrential rain sunshine and avoid spall to injure other people except aforementioned, guard screen 41 more can block the outward appearance at building 90 impaired places, even can be on guard screen 41 surface lacquers and the suitable character pattern of building 90 appearance styles, the outward appearance of beautifying constructure makes building 90 have novel outward appearance again.
By above-mentioned technological means, the utility model can reach following effect:
1. use the wire rod bearing device 20 of sufficient amount, shock-absorbing wire rod 30 and snubber 36 thereof are in the place, pillar place of building, thus, need not set up scaffold or destructive expandable implant bolt on outer wall, and can be when earthquake or high wind attack structure trunk, the tension principle of utilization shock-absorbing wire rod 30, allow vertical vibrations and the horizontal rolling power that structure trunk bore disperse to each shock-absorbing wire rod 30, and by snubber 36 releive vibrations and the rolling power, alleviate the external strength that building is born to reach to reach, slow down the purpose person of the severe degree that building rocks.
2. guard assembly 40 is applied to structure damage and need carry out on the building of maintenance works the time, wherein guard screen can be avoided the high wind torrential rain directly to hit the erosion fabric structure and cause ceramic tile or concrete peeling off on the building, and avoid spall directly to fall within lower, continue to worsen and avoid the spall of building to injure the purpose person of lower building, pedestrian, building or other facilities by a crashing object to reach the structure of avoiding damage of building.
3. guard screen 41 can be painted character pattern and reach the outward appearance that the building novelty is provided.
4. wire rod bearing device 20, shock-absorbing wire rod 30 and guard assembly 40 is simple in structure, cheap for manufacturing cost, and simply Fast Installation is on building, and maintenance is easy, and the practicality height is widely used on all kinds of buildings and can reach.
In sum, the utility model provides the device of an innovation with regard to the shock-absorbing protection function that promotes building, and than existing shock absorbing apparatus remarkable enhancement is also arranged on effect, so possessed significant practicality and progressive.
Claims (10)
1. a building shock-absorbing protector is characterized in that, includes
Several wire rod bearing devices, wherein the bottom of each wire rod bearing device is a fixed end, the top is provided with at least two pulleys rotationally;
Several shock-absorbing wire rods, its correspond to each wire rod bearing device and respectively pivot stride on it all pulleys and relatively pulley slide, being installed with a ground hookup mechanism on one end of each shock-absorbing wire rod, is to supply to link with ground, and it is held in addition then with a building hookup mechanism and the binding of building top layer ground; And
Several snubbers are to be located at respectively between the end in addition and its building hookup mechanism of aforementioned each shock-absorbing wire rod.
2. building shock-absorbing protector according to claim 1 is characterized in that, wire rod bearing device system includes:
One support column, its bottom is a fixed end, is installed with a holder on the fixed end; And
One cross bar is to be fixedly arranged on the support column top, and its two ends system is combined with pulley rotatably respectively.
3. building shock-absorbing protector according to claim 1 is characterized in that the structure that the shock-absorbing wire rod is formed in one.
4. building shock-absorbing protector according to claim 1, it is characterized in that, the shock-absorbing wire rod is linked mutually and is formed by number shock-absorbing line segment, be installed with a non-circular nut respectively on each shock-absorbing line segment two end, wherein be formed with a screw that is arranged with in the shock-absorbing line segment on the non-circular nut, extend on another non-circular nut be provided with one with the corresponding screw rod of screw.
5. according to each described building shock-absorbing protector in the claim 1 to 4, it is characterized in that further include a guard assembly that is arranged on each shock-absorbing wire rod, it includes:
Several are arranged at the guard screen between the wantonly two adjacent shock-absorbing wire rods disassembledly;
Several are arranged at the window shielded frame between wantonly two adjacent shock-absorbing wire rods disassembledly;
This shock-absorbing wire rod is provided with at least one section metal tube, and this metal tube density is greater than shock-absorbing wire rod density; And
Be installed with a shock-absorbing line segment on this shock-absorbing wire rod, be installed with an expander between this shock-absorbing line segment and the shock-absorbing wire rod, be formed with a recessed edge that supplies shock-absorbing line segment and shock-absorbing wire rod to be set in respectively on these expander both sides respectively.
6. building shock-absorbing protector according to claim 3 is characterized in that, further includes a guard assembly that is arranged on each shock-absorbing wire rod, and it includes:
Several are arranged at the guard screen between the wantonly two adjacent shock-absorbing wire rods disassembledly, four corners are respectively equipped with two perforation that run through guard screen on each guard screen, be equipped with one respectively in two perforation in each corner and be centered around the outer U-shaped bar of shock-absorbing wire rod, wherein U-shaped bar two ends are passed the guard screen perforation and are screwed with a nut respectively so that shock-absorbing wire rod and guard screen are fastened; And
Several are arranged at the window shielded frame between wantonly two adjacent shock-absorbing wire rods disassembledly, four corners are respectively equipped with two perforation that run through the window shielded frame on each window shielded frame, be equipped with one respectively in two perforation in each corner and be centered around the outer U-shaped bar of shock-absorbing wire rod, wherein U-shaped bar two ends are passed the perforation of window shielded frame and are screwed with a nut so that shock-absorbing wire rod and window shielded frame are fastened respectively.
7. building shock-absorbing protector according to claim 4 is characterized in that, further includes a guard assembly that is arranged on each shock-absorbing wire rod, and it includes
Several are arranged at the guard screen between the wantonly two adjacent shock-absorbing wire rods disassembledly, four corners are respectively equipped with one in two link piece that link to each other between the non-circular nut of shock-absorbing line segment on each guard screen side, be formed with one on this link piece and run through link piece and the perforation of passing for shock-absorbing line segment screw rod, same anti-every backplate up and down the link piece perforation system of both sides align; And
Several are arranged at the window shielded frame between wantonly two adjacent shock-absorbing wire rods disassembledly, four corners are respectively equipped with one in two link piece that link to each other between the non-circular nut of shock-absorbing line segment on each window shielded frame side, be formed with one on this link piece and run through link piece and the perforation of passing for shock-absorbing line segment screw rod, the same guard screen link piece perforation system of both sides up and down aligns.
8. building shock-absorbing protector according to claim 5 is characterized in that guard screen is provided with several pod apertures, and the direction of each pod apertures is by the oblique front lower that is through to of guard screen back side eminence.
9. according to claim 6 or 7 described building shock-absorbing protectors, it is characterized in that,
Guard screen is fastened and is provided with several pod apertures, and the direction of each pod apertures is by the oblique front lower that is through to of guard screen back side eminence;
Include one or four corners on the guard screen and stacked mutually by this two Partition board frame of being run through of perforation and several and be arranged at louvre blade in the Partition board frame, wherein the section of each louvre blade is by the oblique front of eminence, Partition board frame back side lower.
10. building shock-absorbing protector according to claim 5 is characterized in that,
Guard screen system includes a Partition board frame, and several stack mutually and be arranged at louvre blade in the Partition board frame, and wherein the section of each louvre blade is by the oblique front of eminence, Partition board frame back side lower; And
This shock-absorbing wire rod is provided with at least one section metal tube, and this metal tube density is greater than shock-absorbing wire rod density.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200021770U CN201007100Y (en) | 2007-02-02 | 2007-02-02 | Building shock-proof device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200021770U CN201007100Y (en) | 2007-02-02 | 2007-02-02 | Building shock-proof device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201007100Y true CN201007100Y (en) | 2008-01-16 |
Family
ID=39003046
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200021770U Expired - Lifetime CN201007100Y (en) | 2007-02-02 | 2007-02-02 | Building shock-proof device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201007100Y (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GR1007296B (en) * | 2008-09-25 | 2011-06-03 | Νικολαος Γεωργιου Δρουγος | Aseismic structure-locking mechanism. |
| CN102433943A (en) * | 2011-10-12 | 2012-05-02 | 北京工业大学 | Sliding cabin type multilevel damper equipped with power consumption and tuning particles |
| CN103485462A (en) * | 2013-10-12 | 2014-01-01 | 广州大学 | Two-way walkway plate used in two adjacent seismic isolation structures |
-
2007
- 2007-02-02 CN CNU2007200021770U patent/CN201007100Y/en not_active Expired - Lifetime
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GR1007296B (en) * | 2008-09-25 | 2011-06-03 | Νικολαος Γεωργιου Δρουγος | Aseismic structure-locking mechanism. |
| CN102433943A (en) * | 2011-10-12 | 2012-05-02 | 北京工业大学 | Sliding cabin type multilevel damper equipped with power consumption and tuning particles |
| CN103485462A (en) * | 2013-10-12 | 2014-01-01 | 广州大学 | Two-way walkway plate used in two adjacent seismic isolation structures |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20080116 |
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| CX01 | Expiry of patent term |