CN2795286Y - Expansion engaged body pile extension buckle and fabricated member - Google Patents
Expansion engaged body pile extension buckle and fabricated member Download PDFInfo
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- CN2795286Y CN2795286Y CN 200520019579 CN200520019579U CN2795286Y CN 2795286 Y CN2795286 Y CN 2795286Y CN 200520019579 CN200520019579 CN 200520019579 CN 200520019579 U CN200520019579 U CN 200520019579U CN 2795286 Y CN2795286 Y CN 2795286Y
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Abstract
The utility model relates to a pipe pile buckle, a precast member composed by adopting a precast member interface and the connecting structure between a precast member and a precast member belonging to the precast member buckle and the precast member manufacture field. An expansion engaging body pile splicing buckle is composed of a rising drawing cap nut, an expansion engaging screw and a lift draw cap nut. The rising drawing cap nut is screwed and jointed at the screw section of the expansion engaging screw. An engaging tooth sheath is equipped in the expansion chamber of the lift draw cap nut. When end-to-end jointing, the expansion tooth section of the expansion engaging screw is expanded and engaged in the engaging tooth sheath of the lift draw cap nut under the function of the expansion pin. The expansion engaging body pile splicing buckle forms a precast member. The rising drawing cap nut and the lift draw cap nut are equipped in both ends of the precast member. Headings at both ends of a plurality of longitudinal bars in the precast member are respectively clamped and jointed on the clamping table of the bar heading in the rising drawing cap nut and the lift draw cap nut. The expansion engaging screw is used for jointing two precast members.
Description
Technical field:
The utility model relates to a kind of pile tube and connects button, precast plate and connect that button, bridge pier connect button, bridge connects button and electric pole interface and prefabricated component thereof, and adopt pile tube to connect button, precast plate to connect button, bridge pier and connect button, bridge and connect syndeton between being connected between being connected between being connected between pile tube that button and electric pole interface constitutes and pile tube and pile tube, precast plate and precast plate, bridge pier and bridge pier, electric pole preform rod and preform rod, the genus prefabricated component connects to be detained and prefabricated component manufacturing field.
Background technology:
Notice of authorization CN2495685Y, title " concrete tubular pile snap joint ", this joint comprises respectively with last, stake is plugged into and is held two affixed end plates, connecting pin, offer screwed hole in the end plate of last stake, connecting pin one end is threaded and can cooperates with the screwed hole of last stake end plate, the other end is square, and both sides have to stagger closes tooth, the end plate below of following stake is embedded with connector box, between two ends of connector box and two pin plates compression spring is housed, the square hole that one end of connecting pin band engaging tooth can pass down on the end plate of stake inserts between two pin plates, on it engaging tooth can be meshing with each other with the tooth of pin plate one side.Its weak point: the one, because following end plate only depends on 6 connector boxs, last stake only depends on volume less than the termination of connector box and the concrete setting in the pile tube together, and can't be connected as a single entity with the longitudinal reinforcement in the pile tube, can't constitute overall structure with the cage of reinforcement in the pile tube, it connects suitable intensity initiative and reliability can't guarantee at all, particularly when connector box and termination are subjected to external impacts, its connector box produces with concrete inevitably with the termination and separates, can't guarantee to go up stake and following reliable the butt joint, this is present present technique field one of insurmountable technical barrier so far; The 2nd, the compression spring in the connector box in the pile crown plate up and down, after pile tube in depth touches underground water down, produce corrosion inevitably, As time goes on the elasticity of its compression spring will progressively disappear, the pile extension fracture takes place at last inevitably, seriously have influence on the safety factor and the safety of the building of building, this not only exists in the docking of the pile tube of this structure and pile tube, and in the docking of the pile tube of other tube pile structure and pile tube, seriously exist, be the present technique field so far still unsolved technical barrier two; The 3rd, when prefabricated, can't solve up and down pile crown plate and concrete and between the crackle that produced and the spillage phenomenon that caused of pile crown plate up and down, therefore reduced concrete intensity, easily pile breaking phenomenon taken place, this be the present technique field so far still unsolved technical barrier three; The 4th, the skirtboard that had of pile crown plate up and down, the circumferential reinforcement that pilespacing head plate place preceding 5～6 is enclosed can't be put and be welded on the longitudinal reinforcement, therefore the length that the reinforcing bar longitudinal extension is produced when haling longitudinal reinforcement, make before the pile crown plate place on several meters to tens of meters the longitudinal reinforcement acyclic at all to reinforcing bar, prefabricated pile tube, fragmentation takes place in its one inevitably, gently then influence piling quality, heavy then cause piling failure, this is that present present technique field is wanted to solve, but so far four of still unsolved technical barrier; The 5th, can't solve some longitudinal reinforcement longitudinal extension uniformity in the pile tube, can't realize that standardization hales the purpose of reinforcing bar, the bad aftereffect that is produced is: can't guarantee pile tube intensity, can't guarantee the uniformity of some pile tube inherent qualities, be that present present technique field is wanted to solve, but so far five of still unsolved technical barrier; The 6th, cost expense height, the fabricating cost of every block of pile crown plate up to 300 yuan about, increased construction costs widely.
Summary of the invention:
Purpose of design: avoid the weak point in the background technology, designing a kind of one is to guarantee that the steel hoop on the pile tube skeleton not only can be around to pile tube skeleton two ends, and can guarantee that its point is welded on the longitudinal reinforcement of skeleton, guarantee the uniformity of pile tube intensity, the fracture of fundamentally avoiding pile tube is with broken; The 2nd, fundamentally solve some longitudinal reinforcement longitudinal extension uniformity in the pile tube, reinforcing bar is haled in the realization standardization, guarantees the uniformity of industrialized mass production pile tube inherent quality; The 4th, guaranteeing to reduce the cost of production of pile tube (bridge prefabrication plate, electric pole precast body etc.) widely under the pile tube butt joint reliable quality prerequisite.
Design scheme: in order to realize purpose of design of the present utility model, the utility model adopts the expansion theory of engagement to force the expansion engaging screw moment formation expansion engagement between the pile tube that needs pile extension to be docked.On structure design: 1, the design of drawing nut of rising is one of feature of the present utility model, and its major function is: the one, and rise and draw the screw thread in the nut and the screw of expansion engaging screw body section to spin, work to hale reinforcing bar, pile extension; The 2nd, have a reinforced hole at the bottom of the cap of nut, the periphery of reinforced hole is reinforcing bar heading Ka Tai, this reinforcing bar heading card platform can be stuck in the reinforcing bar heading that will connect firmly to rise and draw in the nut.2, to draw the design of nut be two of feature of the present utility model on the top, and its major function is: the one, hale the longitudinal reinforcement in the pile tube; The 2nd, be prefabricated component with prefabricated component between (being connected between being connected between pile tube and pile tube, between precast plate and precast plate, bridge pier and bridge pier, electric pole preform rod with between preform rod) when docking, the expansion of expansion meshing-body is engaged on that the top is drawn in the nut in the expansion chamber and forms expansion and combine with the pawl of shifter collar in its expansion chamber in the expansion engaging screw; The 3rd, the top is provided with a reinforced hole at the bottom of drawing the cap of nut, and the periphery of reinforced hole is reinforcing bar heading Ka Tai, and this reinforcing bar heading card platform can be stuck in the reinforcing bar heading that will connect firmly to rise and draw in the nut.Haling longitudinal reinforcement is meant: the top draw nut with rise draw nut to be through the longitudinal reinforcement of pile tube after, heading is upset at the two ends of its longitudinal reinforcement, its heading is connected to the top firmly and draws nut and rise on the reinforcing bar heading Ka Tai that draws nut, rising this moment draws an end of nut to fix, the top is haled screw and can be realized haling the purpose that longitudinal reinforcement extends after drawing the screw thread in the nut and hale screw and spinning; The 4th, the design that has the tapering expansion chamber in the nut is drawn on the top, can satisfy the expansion engagement needs of the expansion tooth section of expansion engaging screw, and can make expansion meshing-body in the expansion engaging screw after expansion firmly with expansion chamber in shifter collar form the hook drawknot and close.3, the design of expansion engaging screw is three of a feature of the present utility model, its major function is: the one, and the expansion tooth section in the expansion engaging screw is drawn in the nut behind the shifter collar in the expansion chamber on the top of inserting by force of the pin that is subjected to expanding, can instantaneous expansion distortion in shifter collar in the nut is drawn on the top, and the expansion tooth section after the dilatancy can be fixed in the shifter collar of expansion chamber by hook lock firmly; The 2nd, the screw section in the expansion engaging screw with rise draw nut to spin after, can moment draw nut to realize that plug-in type expands to mesh and dock with the top, thus can be with docking between pile tube and pile tube with expansion ways of connecting permanent finishing of moment.The bloated pin of expansion engaging screw expansion tooth section end be expansion tooth section be able to that instantaneous expansion struts basic, it is similar to, and taper-----point is gone up thick down, after inserting expansion tooth section, expansion tooth section can be strutted, produces permanent deformation, permanent locking in the expansion chamber of nut is drawn on the top along its guiding wire casing moment of expanding.
Technical scheme 1: expansion meshing-body pile extension button draws nut (3), expansion engaging screw (4) and top to draw nut (5) to constitute by rising, rise and draw nut (3) to be screwed in the screw section of expansion engaging screw (4), shifter collar (19) is positioned at the top and draws nut (5) expansion chamber (10), during butt joint, the expansion tooth section of expansion engaging screw (4) expands to be engaged under the effect of the pin (6) that expands and pushes up in the shifter collar that draws in the nut (5).
Technical scheme 2: the prefabricated component that constitutes by expansion meshing-body pile extension button, prefabricated component (17) two ends are built-in with respectively to rise draws nut (3) and top to draw nut (5), the heading (2) at some longitudinal reinforcements (18) two ends is connected to respectively to rise and draws nut (3) and top to draw reinforcing bar heading Ka Tai (8 in the nut (5) in the prefabricated component (17), 11) on, expansion engaging screw (4) is used for docking between prefabricated component and prefabricated component.
Technical scheme 3: prefabricated component that constitutes by expansion meshing-body pile extension button and the docking structure between prefabricated component, the end of two prefabricated components that dock is respectively that several rise and draw nut and top to draw nut, the screw section of expansion engaging screw is screwed in to rise and draws in the screw thread of nut, the expansion section of nibbling of expansion engaging screw is inserted the top and is drawn in the nut and expand in the shifter collar of nut is drawn on the top in the shifter collar and under the pin effect of expanding, and finishes docking between prefabricated component and prefabricated component.
Technical scheme 4: the preparation method of making prefabricated component by expansion meshing-body pile extension button, the heading of some longitudinal reinforcements is stuck in to rise and draws nut and top to draw the heading Ka Tai of nut to go up and put it in the shaping mould in the reinforcing cage, hale simultaneously rising of prefabricated component die cavity one end draw expansion nut to the power that sets, force some reinforcing bars to extend to the length that sets synchronously after, centrifugal casting or vibration foundry goods, get promptly that having rises and draw the prefabricated component of expansion nut structure, expansion engaging screw and be used for docking between prefabricated component and prefabricated component.
The utility model is compared with background technology, and the one, the defective that the pipe pile reinforcing bar skeleton that does not fundamentally exist background technology to exist separates with pile tube end plate two; The 2nd, the pile extension phenomenon of rupture takes place when fundamentally avoiding present all pile tubes and pile tube pile extension or behind the pile extension, guaranteed the safety factor and the safety of piling quality, fundamentally guaranteed building, particularly the reliability of high-rise building foundation quality; The 3rd, the application is not owing to exist up and down pile crown plate, therefore do not have the crackle that produced between pile crown end plate and the concrete and the spillage phenomenon that caused of pile crown plate up and down, guaranteed pile tube globality and intensity, eliminated the pile breaking phenomenon of background technology existence; The 4th, because the skirtboard that the application does not exist pile crown plate up and down to be had, therefore can make circumferential reinforcement spot weld the longitudinal reinforcement two ends, do not exist to leak to weld and punctuate, when haling longitudinal reinforcement, steel hoop on the longitudinal reinforcement can extend with the extension of longitudinal reinforcement synchronously, guaranteed the uniformity and the globality of pipe pile reinforcing bar skeleton quality, has fundamentally solved piling that background technology exists when stressed, its pile tube fragmentation, the fracture defective; The 5th, expansion meshing-body draws the pawl of expansion chamber wall in the nut to form expansion hook drawknot with the top to close, guaranteed the reliable connection between pile tube and pile tube in the expansion engaging screw; The 6th, solve the problem that some longitudinal reinforcements in the pile tube can't the standardization longitudinal extension, realized the uniformity of pile tube intensity, pile tube inherent quality; The 6th, reduced the cost of production of pile tube widely, only remove one of tubular pile head end plate, only domestic annual demand is saved about 30 yuan of cost for every more than 100,000,000, can produce unexpected economic benefit and social benefit every year for saving RMB more than 3,000,000,000 yuan; The 7th, start made between pile tube and pile tube, the novel docking structure between precast plate and precast plate, between bridge pier and bridge pier, between electric pole preform rod and preform rod.
Description of drawings:
Fig. 1 is the structural representation of expansion meshing-body pile extension button.
Fig. 2 rises to draw the structural representation of nut.
Fig. 3 is the structural representation that nut is drawn on the top.
Fig. 4 expansion tooth section end construction schematic diagram in the engaging screw that expands.
Fig. 5 is an expansion engaging screw master TV structure schematic diagram.
Fig. 6 is the structural representation that expands and sell.
Fig. 7 is the structural representation of pile tube.
Fig. 8 is the pile tube of expansion meshing-body pile extension button formation and the pile extension structural representation between pile tube or bridge pier and bridge pier or electric pole and electric pole.
Fig. 9 is the precast plate of expansion meshing-body pile extension button formation and the pile extension structural representation between precast plate.
Figure 10 is the partial structurtes schematic diagram of pile tube moulding.
The specific embodiment:
Embodiment 1: with reference to accompanying drawing 1～6.Expansion meshing-body pile extension button draws nut 3, expansion engaging screw 4 and top to draw nut 5 to constitute by rising, rise and draw nut 3 to be screwed in the screw section of expansion engaging screw 4, expansion engaging tooth 19 is positioned at the top and draws nut 5 expansion chambers 10, during butt joint, the expansion tooth section of expansion engaging screw 4 expands to be engaged under the effect of the pin 6 that expands and pushes up in the shifter collar that draws in the nut 5, sees accompanying drawing 1.Rise and draw nut 3 to adopt metal (as steel, stainless steel, alloy steel etc.) or nonmetals (as plastics, synthetic plastic, pottery etc.) by existing casting or injection moulding or ceramic sintering or machining technique making, the center at the bottom of the cap that draws nut that rises has reinforced hole 7, the periphery of reinforced hole 7 is a reinforcing bar heading card platform 8, rise and draw the screw thread in the nut 3 to hale reinforcing bar, pile extension effect, see accompanying drawing 2 for haling the pile extension screw thread, plaing; The top draws nut 5 to adopt metal (as steel, stainless steel, alloy steel etc.) or nonmetals (as plastics, synthetic plastic, pottery etc.) by existing casting or injection moulding or ceramic sintering or machining technique making; The top draw nut 5 tops for hale screw thread 9, the bottom is an expansion chamber 10, shifter collar 19 is positioned in expansion chamber 10, the center at the bottom of the cap of nut 5 of drawing, top has reinforced hole 12, the periphery of reinforced hole is a reinforcing bar heading card platform 11, it is greatly upward little down that expansion chamber is; The top draws the screw thread 9 on nut 5 tops for haling screw thread, rises and hales action of steel bars.Push up in the expansion chamber 10 that draws in the nut for the ease of the expansion tooth section 16 moments insertion in the expansion engaging screw 4, draw the entrance point of haling screw thread of nut that one circle enlarging is arranged on the top, see accompanying drawing 3.Expansion engaging screw 4 adopts metal (as steel, stainless steel, alloy steel etc.) or nonmetals (as plastics, synthetic plastic etc.) by existing casting or injection moulding or machining technique making, expansion engaging screw 4 is by the pin 6 that expands, expansion meshing-body 16 and screw 15 constitute, expansion meshing-body 16 and screw 15 are overall structure, the wall of expansion engaging screw is along toothing and draws in the nut 5 shifter collar 21 pawls to form expansion with the top and combines, the wall of expansion engaging screw is along toothing and draws in the nut 5 shifter collar 19 pawls to form expansion with the top and combines, the head of swollen pin 6 is inserted in the expansion meshing-body upper end centre pilot passage 13, vertically have 1 or 2 or many guiding wire casing 14 that expands on the wall of guide channel, push up in the expansion chamber 10 that draws in the nut for the ease of the expansion tooth section 16 moments insertion in the expansion engaging screw 4, the arm of angle that connects of the end of the expansion tooth section of expansion engaging screw 4 is outwelled a circle, see attached Figure 4 and 5.
Embodiment 2: with reference to accompanying drawing 7.On the basis of embodiment 1, the prefabricated component (pipe shape, square pipe pile etc.) that constitutes by expansion meshing-body pile extension button, prefabricated component 17 two ends are built-in with respectively to rise draws nut 3 and top to draw nut 5, the heading 2 at some longitudinal reinforcement 18 two ends is connected to respectively to rise and draws nut 3 and push up on the reinforcing bar heading card platform 8 and 11 that draws in the nut 5 in the prefabricated component 17, expansion engaging screw 4 is used for docking that (this expansion engaging screw 4 is when pile tube docks with pile tube, and the screw section of its expansion engaging screw is screwed in to rise and carries in the nut 3 between prefabricated component and prefabricated component; When pile tube did not dock with pile tube, its expansion engaging screw 4 drew nut 3 to separate with rising, separately keeping).
Embodiment 3: with reference to accompanying drawing 8.On the basis of embodiment 1 and 2, prefabricated component that constitutes by expansion meshing-body pile extension button and the docking structure between prefabricated component, the end of two prefabricated components that dock is respectively that several rise and draw nut and top to draw nut, the screw section of expansion engaging screw is screwed in to rise and draws in the screw thread of nut, the expansion section of nibbling of expansion engaging screw is inserted the top and is drawn in the nut and expand in the shifter collar of nut is drawn on the top in the shifter collar and under the pin effect of expanding, and finishes docking between prefabricated component and prefabricated component.
Embodiment 4: with reference to accompanying drawing 9.On the basis of embodiment 1 and 2, the docking structure of (between bridge board and bridge board, between electric pole and electric pole or the like) between the prefabricated component and prefabricated component that constitutes by expansion meshing-body pile extension button, the end of two prefabricated components that dock is respectively that several rise and draw nut and top to draw nut, the screw section of expansion engaging screw is screwed in to rise and draws in the screw thread of nut, the expansion section of nibbling of expansion engaging screw is inserted the top and is drawn in the nut and expand in the shifter collar of nut is drawn on the top in the shifter collar and under the pin effect of expanding, and finishes docking between prefabricated component and prefabricated component.
Embodiment 5: with reference to accompanying drawing 10.Make the preparation method of prefabricated component by expansion meshing-body pile extension button, the heading of some longitudinal reinforcements is stuck in to rise and draws nut and top to draw the heading Ka Tai of nut to go up and put it in the shaping mould in the reinforcing cage, hale simultaneously rising of prefabricated component die cavity one end draw expansion nut to the power that sets, force some reinforcing bars to extend to the length that sets synchronously after, centrifugal casting or vibration foundry goods, get promptly that having rises and draw the prefabricated component of expansion nut structure, expansion engaging screw and be used for docking between prefabricated component and prefabricated component.
What need understand is: though the foregoing description is to the utility model detailed explanation of contrasting; but these embodiment are just illustrative to the utility model; rather than to restriction of the present utility model; any innovation and creation that do not exceed in the utility model connotation all fall in the protection domain of the present utility model.
Claims (7)
1, a kind of expansion meshing-body pile extension button, its feature draws nut (3), expansion engaging screw (4) and top to draw nut (5) to constitute by rising, rise and draw nut (3) to be screwed in the screw section of expansion engaging screw (4), shifter collar (19) is positioned at the top and draws nut (5) expansion chamber (10), during butt joint, the expansion tooth section of expansion engaging screw (4) expands to be engaged under the effect of the pin (6) that expands and pushes up in the shifter collar that draws in the nut (5).
2, expansion meshing-body pile extension button according to claim 1, it is characterized in that: the center at the bottom of the cap that draws nut (3) that rises has reinforced hole (7), and the periphery of reinforced hole (7) is reinforcing bar heading Ka Tai (8); The top draw nut (5) top for hale screw thread (9), the bottom is expansion chamber (10), the center of pushing up at the bottom of the cap draw nut (5) has reinforced hole (12), the periphery of reinforced hole is reinforcing bar heading Ka Tai (11).
3, expansion meshing-body pile extension button according to claim 2 is characterized in that: the tooth in the shifter collar (19) in the expansion chamber (10) is the pawl structure, and expansion chamber (10) is big down little; The top draws the screw thread (9) on nut (5) top for haling screw thread.
4, expansion meshing-body pile extension button according to claim 1, it is characterized in that: expansion engaging screw (4) is made of expand pin (6), expansion meshing-body (16) and screw (15), expansion meshing-body (16) and screw (15) are overall structure, the expansion tooth Duan Chengshun toothing of expansion engaging screw and draw the engagement of the pawl in the shifter collar (21) in the nut (5) with the top, the head of swollen pin (6) is inserted in the expansion meshing-body upper end centre pilot passage (13), vertically has 1 or 2 or many guiding wire casing (14) that expands on the wall of guide channel.
5, expansion meshing-body pile extension button according to claim 1 is characterized in that: rise and draw screw thread in the nut (3) for haling the pile extension screw thread, play reinforcing bar, the pile extension effect of haling.
6, a kind of prefabricated component that constitutes by expansion meshing-body pile extension button, it is characterized in that: prefabricated component (17) two ends are built-in with respectively to rise draws nut (3) and top to draw nut (5), the heading (2) at some longitudinal reinforcements (18) two ends is connected to respectively to rise and draws nut (3) and top to draw reinforcing bar heading Ka Tai (8 in the nut (5) in the prefabricated component (17), 11) on, expansion engaging screw (4) is used for docking between prefabricated component and prefabricated component.
7, a kind of prefabricated component that constitutes by expansion meshing-body pile extension button and the docking structure between prefabricated component, it is characterized in that: the end of two prefabricated components that dock is respectively that several rise and draw nut and top to draw nut, the screw section of expansion engaging screw is screwed in to rise and draws in the screw thread of nut, the expansion section of nibbling of expansion engaging screw is inserted the top and is drawn in the nut and expand in the shifter collar of nut is drawn on the top in the shifter collar and under the pin effect of expanding, and finishes docking between prefabricated component and prefabricated component.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520019579 CN2795286Y (en) | 2005-05-17 | 2005-05-17 | Expansion engaged body pile extension buckle and fabricated member |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200520019579 CN2795286Y (en) | 2005-05-17 | 2005-05-17 | Expansion engaged body pile extension buckle and fabricated member |
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| Publication Number | Publication Date |
|---|---|
| CN2795286Y true CN2795286Y (en) | 2006-07-12 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200520019579 Expired - Fee Related CN2795286Y (en) | 2005-05-17 | 2005-05-17 | Expansion engaged body pile extension buckle and fabricated member |
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| Country | Link |
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| CN (1) | CN2795286Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100445474C (en) * | 2005-05-17 | 2008-12-24 | 周兆弟 | Expansion meshing body pile-connecting fastener and prefab |
-
2005
- 2005-05-17 CN CN 200520019579 patent/CN2795286Y/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100445474C (en) * | 2005-05-17 | 2008-12-24 | 周兆弟 | Expansion meshing body pile-connecting fastener and prefab |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| ASS | Succession or assignment of patent right |
Owner name: HANGZHOU TIANHAI METAL FACTORY Free format text: FORMER OWNER: ZHOU ZHAODI Effective date: 20060901 |
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| C41 | Transfer of patent application or patent right or utility model | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20060901 Address after: Xihu District Yuanpu Town Village in Hangzhou City, Zhejiang province 310024 laosha Patentee after: Hangzhou Tian Hai Hardware Factory Address before: Hangzhou Luyuan Ginkgo Garden Road is the 310017 city in Zhejiang province 5 unit 2002 room Patentee before: Zhou Zhaodi |
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| ASS | Succession or assignment of patent right |
Owner name: ZHEJIANG ZHAOHENG BUILDING MATERIALS CO., LTD. Free format text: FORMER OWNER: HANGZHOU TIANHAI METAL FACTORY Effective date: 20061103 |
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Effective date of registration: 20061103 Address after: 317000 Zhejiang Province Lin Yongquan Zhenjiang bin yuan Patentee after: Zhejiang Heng Heng Building Materials Co., Ltd. Address before: Xihu District Yuanpu Town Village in Hangzhou City, Zhejiang province 310024 laosha Patentee before: Hangzhou Tian Hai Hardware Factory |
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