CN201627282U - Integrated prefabricating thermal insulation wall by pillar, girder and wall - Google Patents
Integrated prefabricating thermal insulation wall by pillar, girder and wall Download PDFInfo
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- CN201627282U CN201627282U CN2009202827530U CN200920282753U CN201627282U CN 201627282 U CN201627282 U CN 201627282U CN 2009202827530 U CN2009202827530 U CN 2009202827530U CN 200920282753 U CN200920282753 U CN 200920282753U CN 201627282 U CN201627282 U CN 201627282U
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- 238000009413 insulation Methods 0.000 title claims abstract description 48
- 239000004567 concrete Substances 0.000 claims abstract description 36
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 15
- 239000010959 steel Substances 0.000 claims abstract description 15
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 239000000835 fiber Substances 0.000 claims description 2
- 239000012744 reinforcing agent Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 11
- 238000004519 manufacturing process Methods 0.000 abstract description 5
- 239000011150 reinforced concrete Substances 0.000 abstract description 5
- 238000005034 decoration Methods 0.000 abstract description 4
- 239000003973 paint Substances 0.000 abstract 1
- 230000002787 reinforcement Effects 0.000 description 7
- 239000000463 material Substances 0.000 description 6
- 238000000465 moulding Methods 0.000 description 6
- 238000004321 preservation Methods 0.000 description 4
- 238000010923 batch production Methods 0.000 description 3
- 230000007812 deficiency Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 239000002699 waste material Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 206010019233 Headaches Diseases 0.000 description 1
- 239000000654 additive Substances 0.000 description 1
- 230000000996 additive effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 210000003195 fascia Anatomy 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 231100000869 headache Toxicity 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 229920006327 polystyrene foam Polymers 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000000275 quality assurance Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
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Abstract
The utility model discloses the improvement of combined building thermal insulation wall and is characterized in that the inner bearing construction members of the concrete of the upper edge, the lower edge, the left edge and the right edge (four edges) of the wall are respectively configured according to the requirement of the girder and the pillar; a connection bearing construction member extends out of the upper end and the lower end of the side pillar of two sides; two sides of an upper girder and/ or lower girder are respectively provided with projecting steel structure connecting pieces; the upper and/ or lower vertical assembling surface is precast with a height elevation adjusting device, and two-side corner of at least one vertical upper and/ or lower end of the wall is provided with a concave un-filled concrete area. The assembled construction does not need to manufacture the stand column and the beam on site, construction speed is high, and the trouble for manufacturing pillars and girders and shortages can be omitted. The thermal insulation wall is prefabricated by factories, surface is flat and does not need to paint, outer wall decoration is combined with the wall in factory, and the outer wall decoration engineering is simplified. After assembled, integrity is considerable with the cast-in-place reinforced concrete frame structure, and the thermal insulation wall can be directly used in various buildings with more than 20 layers. If the bearing construction member of the pillar position is matched with a stiff steel tube, the bearing construction member can be suitable for higher buildings.
Description
Technical field
Utility model relates to a kind of assembly type building heat preservation body of wall, especially about clustered column, beam, wall in the prefabricated inside heat insulation wall body of one, be used in particular for complete assembled architecture.
Background technology
In the frame-type building structure, post, beam all adopt the molded-in-place cast, recharge body of wall and do insulation.This method not only need be with a large amount of templates and support, and long construction period, and cast one deck need maintain certain hour and wait for concrete strength, could continue up to construct; Secondly, cast-in-site one is that the constructional materials waste is bigger, and very easily produces the mould that expands, and has not only increased the concrete consumption, but also has increased follow-up patch work amount; Cast-in-site most serious of all needs a large amount of constructional materialss are transported to the job site, carries out scene wire-tie cage, stirring concrete cast again, and the building site environment is very poor, and is easy to generate security incident, and this has a headache the most in urban architecture.
Assembled architecture, building unit adopt batch production prefabricated, only need be transported to assembled on site, and not only the constructional materials materials are economized, and quality is guaranteed, and has purified the project site environment greatly, save template, thereby obtain paying attention to and promoting.Prior art only has precast wall body, for example Chinese patent CN2527620, CN2527621, CN2152650, CN2918579, CN201106234, CN201125468, and the assembling inside heat insulation wall body of applicant's exploitation, as Chinese patent CN101280612, CN201162304, CN201169863, CN201351326.Aforementioned prefabrication body of wall or heat-preserving wall, can only singlely use as the assembling body of wall, when the assembling building, at least also need the scene to water building structure (as steel column or reinforced concrete pile and beam) separately, by fixed connecting piece prefabricated heat preservation wall body is fixed on the column again.Therefore the full batch production of inreal realization building is prefabricated, complete field-installed assembled architecture.
The disclosed shell external wall of beam column of Chinese patent CN2898157 structure, precasting thin shell column limit face lateral border, extend precasting and have certain thickness side fascia, make it the to become one single-blade of moulding or the shell external wall of beam column structure of double-vane form, the external wall of beam column face of formation continuous whole.Though it has the wall column integrative-structure, thin shell structures can not be directly used in the assembled architecture body of wall, thereby can not directly use as the building bearing structure.
Above-mentioned deficiency still has is worth improved place.
The utility model content
The utility model purpose is to overcome the deficiency of above-mentioned prior art, and a kind of scene construction building structure separately that do not need is provided, and can be directly used in post, beam, the prefabricated inside heat insulation wall body of wall one of building load-bearing assembling.
The utility model purpose realizes, main improvement is both sides up and down and the right and left at prefabricated inside heat insulation wall body, press beam, post requires the configuration primary structure member, reinforcing cage for example, the stiffness steel pipe, make clustered column, beam, the prefabricated inside heat insulation wall body of wall one, the hollow belt that promptly is prefabricated in the factory is interior to be incubated in the steel bar concrete body of wall, wallboard is by wall requirement configuration reinforcement, both sides are by load bearing beam requirement configuration primary structure member up and down, post load bearing requirements configuration primary structure member is pressed in the left and right sides, make prefabricated reinforced concrete band inside heat insulation wall body different parts like this, form body of wall requirement (central region) respectively, beam requires (both sides up and down), post requires (dual-side), thereby formation post, beam, the prefabricated inside heat insulation wall body of wall one, overcome the deficiency of the single body of wall of prior art prefabrication, realize the utility model purpose.Specifically, the utility model post, beam, the prefabricated inside heat insulation wall body of wall one, comprise that the cross section is the hollow reinforcing bar concrete wall of horizontal H type force structure, stuffed heat insulated layer constitutes inside heat insulation wall body in the hollow bulb, it is characterized in that body of wall reaches primary structure member in limit, left and right sides portion (four limits) concrete up and down, press beam and column designing requirement configuration respectively, side column position, wall both sides upper and lower side has the connection of stretching out primary structure member, there is the steel structure connecting member of protrusion upper beam and/or both sides, underbeam position, above and/or under vertical assembly unit face be embedded with the lift in height adjustment part, there was not filling concrete district of indent at least one end dual-side bight above and/or under body of wall was vertical.
In the utility model
The cross section is the hollow reinforcing bar concrete wall of horizontal H type force structure, and its form of structure such as applicant formerly apply for a patent (for example 200710132534.X, 200820033303.3,200920038302.2,200920046133.7) described structure concrete inside heat insulation wall body.In addition, metope can design as required reserves various building doors and windowss hole and moulding, plate etc., for example about the window, about the bridging piece that protrudes, wall decoration lines, balcony face or the like.
Side column position, wall both sides upper and lower side stretches out the connection primary structure member, is mainly used in to realize that the assembling of going up wainscot sheathing connects, and makes it to become and is used to the through post structure up and down.It can be the continuity of post arrangement of reinforcement, and a kind of better mode is stretched out the reinforcing bar structure that is dislocation arrangement for two ends up and down, and when going up wainscot sheathing like this and assembling, the reinforcing bar mutual dislocation can conveniently be docked welding.
The steel structure connecting member that protrude both sides, beam position is mainly used in that connection box is set a roof beam in place or is connected with adjacent post, beam, the prefabricated inside heat insulation wall body beam of wall one, can adopt pre-buried steel structural member form.
The vertical pre-buried lift in height adjustment part of assembly unit face, body of wall level top is adjusted when being mainly used in up and down wall assembly, guarantees to assemble the vertical and horizontal of building.A kind of internal and external threads fitted shaft that the most simply adopts is to the adjustable bolt assembly, by helical rotation lift adjustment top, adjusts the body of wall level, after the leveling welding simultaneously up and down body of wall connect primary structure member and adjustment part is fixed.A kind of being preferably of lift in height adjustment part is arranged at styletable face position, not only can increase post intensity, and can also use as the body of wall lifting part.Pre-buried set bolt or cooperate adjustable bolt to be provided with hole for hoist with pre-buried set bolt spiral or hang button loop is used for lifting is installed, and it is shared to reach lifting/leveling.
At least one end dual-side bight above and/or under body of wall is vertical (stretch out and connect the primary structure member zone) indent is filling concrete district not, is mainly used in the butt joint of lower prop position and connects combination back filling concrete, connects complete no stitch cylinder to form primary structure member.For watering filling concrete bonding strength after guaranteeing, the concrete of better employing of concrete and the high grade label of former precast wall body concrete is mended in the back, forms strong node, for guaranteeing the seamless link of rear pouring concrete and prefabricated units, preferably be added with micro-expanding agent in the rear pouring concrete, eliminate the concrete seam by microdilatancy and shrink.
For making post, beam, the prefabricated inside heat insulation wall body of wall one, can satisfy highrise building post load bearing requirements, and/or about connect to need, the post position of body of wall both sides can become special-shape column greater than thickness of wall body according to the designing requirement needs.Post position cross section structure form can have multiple, such as but not limited to as L shaped, is used for the bight body of wall; T shape is used for three directions and connects body of wall; Cross is used for four direction and connects body of wall; Z-shaped, be used to have concavo-convex position body of wall or the like, look the place wall displacement, the column section structure is determined in design.
Utility model post, beam, the prefabricated inside heat insulation wall body of wall one, with respect to the single prefabricated inside heat insulation wall body of applicant's first to file patent again, since with beam, column combination around prefabricated heat preservation wall body, make the assembling body of wall possess beam, rod structure simultaneously, no longer field fabrication column and crossbeam are directly assembled with this patent body of wall.Not only to have rate of progress of the construction faster, omitted the trouble of field fabrication post, beam, and the drawback of bringing thus, for example reduces formwork erection, save constructional materials, do not produce building waste, structural strength such as do not need, short construction period, and quality assurance is good, and dismounting can recycle.Simultaneously full batch production is prefabricated, and surfacing can not whitewashed separately, not only saves constructional materials, and need not set up and whitewash scaffold, can also simplify the decoration of exterior wall engineering especially with decorative exterior wall in factory and body of wall combination.In addition, because of post in body of wall, field fabrication column corner be can't see post, and is elegant in appearance.Utility model post, beam, the prefabricated inside heat insulation wall body of wall one, assembling back globality is suitable with the cast-in-situ reinforced concrete frame construction, can be directly used in floor height 20 layers with interior various buildings, if post position primary structure member is equipped with the stiffness steel pipe, go for more highrise building.Cooperate another pre-cast building steel bar concrete cushion cap basic patent of applicant, can realize the full assembling of median low structure.
Below in conjunction with several specific embodiments; utility model is further understood in exemplary illustration and help; but the embodiment detail only is for utility model is described; do not represent utility model design whole technical schemes down; therefore should not be construed as the total technical scheme of utility model is limited; some are In the view of the technician; the unsubstantiality that does not depart from the utility model design increases and/or change; for example change or replace, all truely use novel protected scope so that technical characterictic with same or similar technique effect is simple.
Description of drawings
Fig. 1 is the prefabricated inside heat insulation wall body stereogram of post, beam, plate one of bandwidth door.
Fig. 2, Fig. 3 are respectively Fig. 1 upper and lower end face figure.
Fig. 4 is Fig. 1 elevation.
Fig. 5 is the prefabricated inside heat insulation wall body stereogram of post, beam, plate one of band window opening and side plate.
Fig. 6 is Fig. 5 end view.
Fig. 7 is Fig. 5 elevation.
Fig. 8 is the prefabricated inside heat insulation wall body stereogram of post, beam, plate one of band window.
Fig. 9 is Fig. 8 end view.
Figure 10 is Fig. 8 elevation.
Figure 11 is the prefabricated inside heat insulation wall body stereogram of post, beam, plate one of band door and balcony.
Figure 12, Figure 14 are respectively Figure 11 upper and lower end face figure.
Figure 13 Figure 11 is an elevation.
Figure 15 is the prefabricated inside heat insulation wall body stereogram of post, beam, plate one of band window and moulding.
Figure 16 is Figure 15 end view.
Figure 17 is Figure 15 elevation.
Figure 18 is the prefabricated inside heat insulation wall body stereogram of post, beam, plate one of band door and corner post.
Figure 19, Figure 21 are respectively Figure 18 upper and lower end face figure.
Figure 21 is Figure 18 elevation.
The specific embodiment
Basic embodiment: prefabricated reinforced concrete hollow inside heat insulation wall body: by forming the hollow, rectangular body by building wall designing requirement steel bar stress and distribution reinforcement, it is 30-60mm concrete shell metope (the reinforcing cage primary structure member is all arranged in the interior wall face) that the two sides is cast with thickness respectively.Hollow width (filling insulation layer thickness) 40-500mm, the 50-400mm of being separated by between two metopes has width 40-80mm steel bar concrete to connect the connector of interior wall face, connector two ends and metope connecting portion have expansion back taper (it is stressed to help improving metope), make the concrete wall cross section be horizontal H combining structure, be filled with polystyrene foam insulating board (also can be its light heat insulation material) between two wallboards and connector, the precast reinforced substantially concrete inside heat insulation wall body of insulation layer, body of wall gross thickness 100-620mm is arranged in the middle of constituting.More detailed can formerly applying for a patent referring to the applicant, as 200710132534.X, 200820033303.3,200920038302.2,200920046133.7 is described.
Wherein beam designing requirement arrangement of reinforcement is pressed on the both sides up and down of wall; Vertical dual-side is by building column design requirement arrangement of reinforcement, makes that both sides and dual-side become crossbeam and column respectively about the body of wall, thereby becomes post, beam, the prefabricated inside heat insulation wall body of plate one.
Below, further specify respectively, wherein common ground such as above-mentioned basic embodiment by several posts commonly used, beam, the prefabricated inside heat insulation wall body of plate one.
Embodiment 1: referring to Fig. 1-4, as described above, bandwidth garage door opening post, beam, the prefabricated inside heat insulation wall body 1 of plate one, dual-side portion is the upright A of living in L shaped cross section, interior load reinforcing bar is by the configuration of assembling building general height post reinforcing bar, respectively there is the connecting reinforcement 2.1 and 2.2 that stretches out and be dislocation up and down at two ends up and down, and beam design configurations reinforcing bar is pressed in the top, becomes crossbeam B.Cylinder position, upper end is embedded with the cooperation of band screw thread bolt, the axial lift adjustment part 3 that screw rod built-in fitting and threaded engagement band internal thread bolt constitute, the upper end bolt is useful on the lifting hole(eyelet) of lifting or hangs button loop, upper end two cylinders respectively have indent not water the indent 4 of concrete, behind top body of wall leveling assembling welded reinforcement location, a high grade concrete that is mixed with micro-expanding agent is filled in cast.There is the steel structure connecting member 5 that protrudes concrete the bottom end rail position.
Embodiment 2: referring to Fig. 5-7, as described above, and the prefabricated inside heat insulation wall body 6 of post, beam, plate one of band reveal plate, metope leaves window opening 7 by design, and there is the side plate 8 of protrusion on the window opening both sides.Biside plate is arranged at about the window opening, promptly becomes post, beam, the plate one prefabricated heat preservation wall body of band bridging piece.
Embodiment 3: referring to Fig. 8-10, as described above, and the prefabricated inside heat insulation wall body 9 of post, beam, plate one of band window opening, metope leaves window opening 7 by design.
Embodiment 4: referring to Figure 11-14, as described above, and the prefabricated inside heat insulation wall body 10 of post, beam, plate one of band door opening and balcony, metope leaves door opening 12 by design, and there is balcony face 11 upper end, and both sides side column A is Z-shaped setting.
Embodiment 5: referring to Figure 15-17, as described above, band protrudes the prefabricated inside heat insulation wall body 13 of post, beam, plate one of moulding, and metope leaves window opening 14 and moulding 15 (moulding also can be recessed) by design.
Embodiment 6: referring to Figure 18-21, as described above, and band door opening post, beam, the prefabricated inside heat insulation wall body 16 of plate one, metope leaves door opening 12 by design, and dual-side column A is Z-shaped setting, is used for recessed and protrusion connecting portion body of wall.
For further improving intensity, can also in pour concrete base material batching, add reinforcing agent and increase short fiber etc.
To those skilled in the art; under this patent design and specific embodiment enlightenment; some distortion that can directly derive or associate from this patent disclosure and general knowledge; those of ordinary skills will recognize also can adopt additive method; or the substituting of known technology commonly used in the prior art; and the mutual various combination between feature; for example body of wall is according to the change of building needs; load-carrying member is according to building height and the different configurations of load bearing requirements in the concrete; for example replace reinforcing cage with the stiffness steel pipe; or the like unsubstantiality change; can be employed equally; can both realize and basic identical function of the foregoing description and effect, launch for example no longer one by one to describe in detail, all belong to this patent protection domain.
Claims (8)
1. post, beam, the prefabricated inside heat insulation wall body of wall one, comprise that the cross section is the hollow reinforcing bar concrete wall of horizontal H type force structure, stuffed heat insulated layer constitutes inside heat insulation wall body in the hollow bulb, it is characterized in that body of wall reaches primary structure member in limit, left and right sides portion (four limits) concrete up and down, press beam and column designing requirement configuration respectively, side column position, wall both sides upper and lower side has the connection of stretching out primary structure member, there is the steel structure connecting member of protrusion upper beam and/or both sides, underbeam position, above and/or under vertical assembly unit face be embedded with the lift in height adjustment part, there was not filling concrete district of indent at least one end dual-side bight above and/or under body of wall was vertical.
2. according to the described post of claim 1, beam, the prefabricated inside heat insulation wall body of wall one, it is characterized in that side column position, wall both sides upper and lower side stretches out the connection primary structure member and is dislocation arrangement.
3. according to the described post of claim 1, beam, the prefabricated inside heat insulation wall body of wall one, it is characterized in that the lift in height adjustment part is that the internal and external threads fitted shaft is to the adjustable bolt assembly.
4. according to the described post of claim 3, beam, the prefabricated inside heat insulation wall body of wall one, it is characterized in that hole for hoist being arranged on the adjustable bolt assembly or hanging button loop.
5. according to claim 1,3 or 4 described posts, beam, the prefabricated inside heat insulation wall body of wall one, it is characterized in that the lift in height adjustment part is arranged at styletable face position.
6. according to the described post of claim 1, beam, the prefabricated inside heat insulation wall body of wall one, it is characterized in that the high grade label of the more prefabricated concrete of end face corner, both sides portion indent district filling concrete.
7. according to claim 1,2,3,4 or 6 described posts, beam, the prefabricated inside heat insulation wall body of wall one, it is characterized in that the body of wall two side columns is the special-shape column greater than thickness of wall body.
8. according to the described post of claim 7, beam, the prefabricated inside heat insulation wall body of wall one, it is characterized in that being added with in the concrete wall reinforcing agent and increase short fiber.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202827530U CN201627282U (en) | 2009-12-28 | 2009-12-28 | Integrated prefabricating thermal insulation wall by pillar, girder and wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009202827530U CN201627282U (en) | 2009-12-28 | 2009-12-28 | Integrated prefabricating thermal insulation wall by pillar, girder and wall |
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| Publication Number | Publication Date |
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| CN201627282U true CN201627282U (en) | 2010-11-10 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009202827530U Expired - Fee Related CN201627282U (en) | 2009-12-28 | 2009-12-28 | Integrated prefabricating thermal insulation wall by pillar, girder and wall |
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| Country | Link |
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| CN (1) | CN201627282U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101761174B (en) * | 2009-12-28 | 2012-02-15 | 张吉华 | Prefabricated interior thermal insulation wall body with integrated pillar, beam and wall |
| CN106088320A (en) * | 2016-08-12 | 2016-11-09 | 长沙远大住宅工业集团股份有限公司 | A kind of overlapping assembled integral basement of superstructure post and lintel system |
| CN106368352A (en) * | 2016-11-10 | 2017-02-01 | 刘祥锦 | Assembly type light heat insulation wall for building outer wall |
-
2009
- 2009-12-28 CN CN2009202827530U patent/CN201627282U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101761174B (en) * | 2009-12-28 | 2012-02-15 | 张吉华 | Prefabricated interior thermal insulation wall body with integrated pillar, beam and wall |
| CN106088320A (en) * | 2016-08-12 | 2016-11-09 | 长沙远大住宅工业集团股份有限公司 | A kind of overlapping assembled integral basement of superstructure post and lintel system |
| CN106368352A (en) * | 2016-11-10 | 2017-02-01 | 刘祥锦 | Assembly type light heat insulation wall for building outer wall |
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| ASS | Succession or assignment of patent right |
Free format text: FORMER OWNER: ZHANG CHEN Owner name: JIANGSU JINTONG PREFABRICATED CONSTRUCTION DEVELOP Free format text: FORMER OWNER: ZHANG JIHUA Effective date: 20110512 |
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| C41 | Transfer of patent application or patent right or utility model | ||
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Free format text: CORRECT: ADDRESS; FROM: 214214 SAITE NEW BUILDING MATERIALS CO., LTD., NO. 16, SAITE AVENUE, GAOCHENG TOWN, YIXING CITY, JIANGSU PROVINCE TO: 214205 NO. 501, LVYUAN ROAD, INSTITUTE OF ENVIRONMENTAL SCIENCE + TECHNOLOGY, YIXING CITY, JIANGSU PROVINCE |
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| TR01 | Transfer of patent right |
Effective date of registration: 20110512 Address after: Luyuan road 214205 Jiangsu Province Academy of Environmental Sciences Yixing 501 Patentee after: Jiangsu Jintong Prefabricated Construction Development Co., Ltd. Address before: 214214 Jiangsu city of Yixing province Gaocheng Town West Road No. 16 West Building Materials Co. Ltd. Co-patentee before: Zhang Chen Patentee before: Zhang Jihua |
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| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Yixing Seth new type building material Co., Ltd. Assignor: Jiangsu Jintong Prefabricated Construction Development Co., Ltd. Contract record no.: 2012320000367 Denomination of utility model: Prefabricated interior thermal insulation wall body with integrated pillar, beam and wall Granted publication date: 20101110 License type: Exclusive License Record date: 20120401 |
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| EC01 | Cancellation of recordation of patent licensing contract |
Assignee: Yixing Seth new type building material Co., Ltd. Assignor: Jiangsu Jintong Prefabricated Construction Development Co., Ltd. Contract record no.: 2012320000367 Date of cancellation: 20120731 |
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| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangsu Site Steel Structure Co., Ltd. Assignor: Jiangsu Jintong Prefabricated Construction Development Co., Ltd. Contract record no.: 2012320000924 Denomination of utility model: Prefabricated interior thermal insulation wall body with integrated pillar, beam and wall Granted publication date: 20101110 License type: Exclusive License Record date: 20120801 |
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| EC01 | Cancellation of recordation of patent licensing contract |
Assignee: Yixing Seth new type building material Co., Ltd. Assignor: Jiangsu Jintong Prefabricated Construction Development Co., Ltd. Contract record no.: 2012320000367 Date of cancellation: 20120731 |
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| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangsu Site Steel Structure Co., Ltd. Assignor: Jiangsu Jintong Prefabricated Construction Development Co., Ltd. Contract record no.: 2012320000924 Denomination of utility model: Prefabricated interior thermal insulation wall body with integrated pillar, beam and wall Granted publication date: 20101110 License type: Exclusive License Record date: 20120801 |
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| LICC | Enforcement, change and cancellation of record of contracts on the licence for exploitation of a patent or utility model | ||
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Granted publication date: 20101110 Termination date: 20131228 |