CN208396078U - PEC combines the connecting structure of T shape shearing wall limb - Google Patents
PEC combines the connecting structure of T shape shearing wall limb Download PDFInfo
- Publication number
- CN208396078U CN208396078U CN201820928476.5U CN201820928476U CN208396078U CN 208396078 U CN208396078 U CN 208396078U CN 201820928476 U CN201820928476 U CN 201820928476U CN 208396078 U CN208396078 U CN 208396078U
- Authority
- CN
- China
- Prior art keywords
- wall
- rib
- cross
- unit
- buttcover plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000010008 shearing Methods 0.000 title claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 37
- 238000003032 molecular docking Methods 0.000 claims abstract description 6
- 230000000694 effects Effects 0.000 description 8
- 238000003466 welding Methods 0.000 description 8
- 229910000831 Steel Inorganic materials 0.000 description 5
- 239000004567 concrete Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 5
- 239000010959 steel Substances 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 4
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 239000000203 mixture Substances 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 210000001015 abdomen Anatomy 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000007704 transition Effects 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
This application involves a kind of connecting structure of PEC combination T shape shearing wall limb, belong to the special wall structure technical field of buildings in general.Including vertical wall unit, cross wall unit, buttcover plate, connecting plate and reinforcing member, the vertical wall unit includes vertical wall and is set to the intracorporal longitudinal rib item of vertical wall, cross wall unit includes cross wall body and is set to the intracorporal cross rib item of cross wall, buttcover plate is connected between longitudinal rib item and cross rib item, and connecting plate is located at buttcover plate periphery；Vertical wall unit is arranged with the cross wall unit place of docking and the integrally formed reinforcing member of the two, and the buttcover plate and connecting plate are respectively positioned in the reinforcing member.The application is applied to linear type wall connecting or wall wall is spliced into "-" type cavity, has many advantages, such as that good integrity, connection fastness are high.
Description
Technical field
This application involves a kind of connecting structure of PEC combination T shape shearing wall limb, belong to the special wall body structure of buildings in general
Make technical field.
Background technique
Traditional architecture is being carried forward vigorously to industrialized building transition in China.In traditional architecture, most work need to be
Scene is completed, and long construction period, the problems such as environmental pollution is serious, windrow place is big, construction personnel is short, which become, inhibits building to produce
The barrier of industry progress.Building assembled steel reinforced concrete shear wall system is one of mark of building industrialization, compared to cast-in-place concrete
The advantages of shear wall, prefabricated steel reinforced concrete shear wall is: processing is fine, reduces situ wet operation, and the degree of modularity is high.At this stage,
Using combined steel plate shearing force wall as the compound shear wall of representative, some column such as transport and lifting are processed and considered due to its modularization and ask
Topic, is processed into linear type wall limb when prefabricated, splice at L-shaped and T shape wall limb to scene, however but cannot achieve between two wall limbs
Be stably connected with, execute-in-place, it is still desirable at the wet practice of larger workload, especially angle node, between two panels wall limb
Connection fastness and bonding strength be unable to satisfy building demand.
Based on this, the application is made.
Utility model content
For existing wall assembling in the presence of drawbacks described above, this application provides a kind of good integrity, it is practical,
The connecting structure of stable PEC combination T shape shearing wall limb is installed.
To achieve the above object, the technical solution that the application takes is as follows:
PEC combines the connecting structure of T shape shearing wall limb, including indulges wall unit, cross wall unit, buttcover plate, connecting plate and add
Firmware, the vertical wall unit include vertical wall and are set to the intracorporal longitudinal rib item of vertical wall, and cross wall unit includes cross wall body and setting
In the intracorporal cross rib item of cross wall, buttcover plate is connected between longitudinal rib item and cross rib item, and connecting plate is located at buttcover plate periphery；Vertical wall list
Member is T-type structure with the setting of the cross wall unit place of docking and the integrally formed reinforcing member of the two, reinforcing member, is dug in the middle part of cross wall unit
Sky, which is flush-mounted between vertical wall unit bottom and the hollow part of cross wall unit, and the buttcover plate and connecting plate are equal
In the reinforcing member.
Further, as preferred:
Gap chamber was set on the buttcover plate, and crossing gap chamber transverse width is 5-6mm.During the connection process, reinforcing member be with
Vertical wall unit, the integrally formed composition of cross wall unit, which can be arranged the assisted parts of some outside link plates, bolt etc.
Part crosses gap chamber to ensure that the positioning of the components such as reinforcing member and buttcover plate, to be installed or welding are finished, can usually be removed
Setting, facilitates dismounting of these accessories under the premise of not destroying molded structure.
The longitudinal rib item is docked by the unit of multiple I-shaped structures, and each unit includes two end rib items and company
The beam rib being connected between two end rib items, beam rib are longitudinally disposed.It is furthermore preferred that the vertical wall unit and cross wall unit connect
Place's setting buttcover plate is connect, and buttcover plate is located on the extending direction of beam rib.
The cross rib item is docked by the unit of multiple I-shaped structures, and each unit includes two end rib items and company
The beam rib being connected between two end rib items, beam rib are transversely arranged.It is furthermore preferred that the cross wall unit and vertical wall unit connect
Place's setting buttcover plate is connect, and buttcover plate is located on the extending direction of beam rib.
The longitudinal rib item is docked by the unit of multiple I-shaped structures, and each unit includes two one Hes of end rib item
The beam rib one being connected between two end rib items one, beam rib one are longitudinally disposed；Cross rib item is by multiple I-shaped structures
Unit dock, each unit includes two end rib items two and the beam rib two that is connected between two end rib items two, beam
Rib two is transversely arranged.It is furthermore preferred that buttcover plate one, and buttcover plate one is arranged in the vertical wall unit and cross wall unit junction
On the extending direction of beam rib one；Buttcover plate two is arranged in cross wall unit and vertical wall unit junction, and buttcover plate two is located at
On the extending direction of beam rib two.There are cavity between buttcover plate one and buttcover plate two, which formed gap chamber.
The buttcover plate is fixedly connected with connecting plate.It is furthermore preferred that fastener is set between the buttcover plate and connecting plate,
Fastener runs through buttcover plate and connecting plate, realizes being fixedly connected between the two.Web of the buttcover plate primarily as reinforcing member
It is extended, connecting plate is then strengthened and consolidated to the construction, and the useful effect of web is improved.
It is provided with vertical rib strip in the vertical wall, vertical rib strip is longitudinally disposed；Transverse rod strip, transverse rod strip edge are set in cross wall body
Laterally setting, and vertical rib strip and transverse rod strip at least one group are intersected in reinforcing member.Longitudinal and transverse rib cooperates reinforcing member, realizes vertical
The connection of wall unit, cross wall unit and reinforcing member had not only formed stress in longitudinal and transverse two directions and has strengthened net, but also enhanced three
Connection fastness.
PEC combination T shape provided herein shears wall limb, with wall unit (i.e. vertical the wall unit, cross wall of two panels linear type
Unit) it is spliced to form as the strong ties of T shape, the buttcover plate as web extension is welded on the two panels wall unit phase of T shape corner
Answer position (on such as wall unit end web extension line, and making buttcover plate aligned in position)；Vertically docked in docking location
Weldering；Installation bolt is installed by connecting plate at the vertical upper end of wall unit, lower end and middle part, with positioning two panels connection wall list on site
Member；After longitudinal and transverse wall cell location, fastener and connecting plate are vertically evenly arranged along wall unit is indulged, using butt welding by two pieces
Buttcover plate welding removes fastener (such as bolt) after to be welded, carries out repair welding to the mistake gap chamber of connecting plate overlay area；Reinforcing member
It is the component that later pouring concrete is filling, the pea gravel concreten shape of a label higher than prefabricated wall unit is poured after corner area
At the reinforcing member.And casting concrete forms the reinforcing member of structure in conjunction between vertical wall unit and cross wall unit, favorably
In the connectivity robustness for improving the two.When reinforcing member is T-shaped structure, bottom is embedded in the middle part of cross wall unit, cross wall unit
It is realized during the connection process to the fixation at left and right sides of reinforcing member.
The splicing joint structure of above structure, the connection being applicable not only between linear type wall unit, applies also for wall wall
It is spliced to form linear type wall limb, the application is applied to achieve the effect that strong ties between prefabricated wall limb, is improved prefabricated
Globality, safety and the practicability of PEC combined steel plate shearing force wall.
Detailed description of the invention
Fig. 1 is the cross section view of the application；
Fig. 2 is the direction the A-A view of Fig. 1.
Figure label: 1. vertical wall units；11. vertical wall；12. end rib item one；13. beam rib one；14. vertical rib strip；
2. cross wall unit；21. cross wall body；22. end rib item two；23. beam rib two；24. transverse rod strip；3. buttcover plate one；4. pair
Fishplate bar two；5. connecting plate；6. fastener；7. reinforcing member；8. crossing gap chamber.
Specific embodiment
The present embodiment PEC combines the connecting structure of T shape shearing wall limb, combined with Figure 1 and Figure 2, includes vertical wall unit 1, cross wall
Unit 2, buttcover plate, connecting plate 5 and reinforcing member 7, vertical wall unit 1 include vertical longitudinal rib wall 11 and be set in vertical wall 11
Item, cross wall unit 2 include cross wall body 21 and the cross rib item being set in cross wall body 21, and buttcover plate is connected to longitudinal rib item and cross rib item
Between, connecting plate 5 is located at buttcover plate periphery；Vertical wall unit 1 is arranged and the integrally formed reinforcing of the two with 2 place of docking of cross wall unit
Part 7, reinforcing member 7 are T-type structure, are hollowed out in the middle part of cross wall unit 2, which is flush-mounted in vertical 1 bottom of wall unit and cross wall unit
Between 2 hollow part.Casting concrete forms (vertical wall unit 1 and cross wall therewith between vertical wall unit 1 and cross wall unit 2
Unit 2) integral structure reinforcing member, be conducive to improve both connectivity robustness.When reinforcing member 7 is T-shaped structure, bottom
Embedded in the middle part of cross wall unit 2, cross wall unit 2 realizes the fixation to 7 left and right sides of reinforcing member during the connection process；Buttcover plate
It is respectively positioned in the reinforcing member 7 with connecting plate 5.
To realize that more using effects, above scheme can also add as follows:
In conjunction with Fig. 2, gap chamber 8 was set, crossing 8 transverse width of gap chamber is 5-6mm on buttcover plate.During the connection process, it reinforces
Part 7 be with vertical wall unit 1, the integrally formed composition of cross wall unit 2, which can be arranged some outside link plates, bolt etc.
Accessory, to ensure the positioning of the components such as reinforcing member 7 and buttcover plate, to be installed or welding is finished, can usually remove,
The setting for crossing gap chamber 8 facilitates dismounting of these accessories under the premise of not destroying molded structure.
To realize more using effects, longitudinal rib item, cross rib item can be arranged according to following three kinds of modes:
Mode one: in conjunction with Fig. 1, Fig. 2, longitudinal rib item is docked by the unit of multiple I-shaped structures, each unit packet
The beam rib for including two end rib items and being connected between two end rib items, beam rib are longitudinally disposed.As a kind of specific implementation
Scheme indulges wall unit 1 with 2 junction of cross wall unit and buttcover plate is arranged, and buttcover plate is located on the extending direction of beam rib.
Mode two: in conjunction with Fig. 1, Fig. 2, cross rib item is docked by the unit of multiple I-shaped structures, each unit packet
The beam rib for including two end rib items and being connected between two end rib items, beam rib are transversely arranged.As a kind of specific implementation
Buttcover plate is arranged in scheme, cross wall unit 2 and vertical 1 junction of wall unit, and buttcover plate is located on the extending direction of beam rib.
Mode three: longitudinal rib item is docked by the unit of multiple I-shaped structures combined with Figure 1 and Figure 2, each unit packet
The beam rib 1 for including two end rib items 1 and being connected between two end rib items 1, beam rib 1 are longitudinally disposed；
Cross rib item is docked by the unit of multiple I-shaped structures, and each unit includes two end rib items 2 22 and is connected to two
Beam rib 2 23 between end rib item 2 22, beam rib 2 23 are transversely arranged.Specific to Fig. 2, wall unit 1 and cross wall unit are indulged
Buttcover plate 1 is arranged in 2 junctions, and buttcover plate 1 is located on the extending direction of beam rib 1；Cross wall unit 2 and vertical wall list
Buttcover plate 24 is arranged in first 1 junction, and buttcover plate 24 is located on the extending direction of beam rib 2 23.Buttcover plate 1 with dock
There are cavity between plate 24, which formed gap chamber 8.
To realize that more using effects, above scheme can also add as follows: buttcover plate (buttcover plate 1,
4) buttcover plate 2 is fixedly connected with connecting plate 5.It is furthermore preferred that between buttcover plate (buttcover plate 1, buttcover plate 2 4) and connecting plate 5
Fastener 6 is set, and as a kind of conveniently embodiment, bolt is can be used in fastener 6, and fastener 6 is (right through buttcover plate
4) fishplate bar 1, buttcover plate 2 with connecting plate 5, realize being fixedly connected between the two.Abdomen of the buttcover plate primarily as reinforcing member
Plate is extended, and connecting plate 5 is then strengthened and consolidated to the construction, and the useful effect of web is improved.
To realize that more using effects, above scheme can also add as follows: being provided in vertical wall 11
Vertical rib strip 14, vertical rib strip 14 is longitudinally disposed, and transverse rod strip 24 is arranged in cross wall body 21, and transverse rod strip 24 is transversely arranged, and vertical muscle
Item 14 and 24 at least one group of transverse rod strip are intersected in reinforcing member 7.Longitudinal and transverse rib cooperates reinforcing member 7, realizes vertical wall unit 1, cross
The connection of wall unit 2 and reinforcing member 7 had not only formed stress in longitudinal and transverse two directions and has strengthened net, but also enhanced the connection jail of three
Degree.
PEC combination T shape provided herein shears wall limb, with wall unit (the i.e. vertical wall unit 1, cross of two panels linear type
Wall unit 2) it is spliced to form as the strong ties of T shape, the buttcover plate (buttcover plate 1, buttcover plate 2 4) extended as web is welded on
T shape corner two panels wall unit corresponding position (on such as wall unit end web extension line namely on the extension line of beam rib,
And make buttcover plate aligned in position)；Vertically butt welding is carried out in docking location；It is logical at the vertical upper end of wall unit, lower end and middle part
Connecting plate installation installation bolt is crossed as fastener 6, with positioning two panels connection wall unit on site；To longitudinal and transverse wall cell location
Afterwards, fastener 6 and connecting plate 5 are vertically evenly arranged along vertical wall unit, are welded two pieces of buttcover plates using butt welding, after to be welded
Remove fastener 6(such as bolt), repair welding is carried out to the mistake gap chamber of connecting plate overlay area；Pouring concrete is after reinforcing member 7 is
The component of filling, the pea gravel concreten that a label higher than prefabricated wall unit is poured after corner area form the reinforcing member.It is above-mentioned
The splicing joint structure of structure, the connection being applicable not only between linear type wall unit apply also for wall wall and are spliced to form a word
The application is applied to achieve the effect that strong ties between prefabricated wall limb, improves prefabricated PEC combined steel plate and cut by shape wall limb
Globality, safety and the practicability of power wall.
Claims (9)
1.PEC combines the connecting structure of T shape shearing wall limb, it is characterised in that: including indulging wall unit, cross wall unit, buttcover plate, company
Fishplate bar and reinforcing member, the vertical wall unit include vertical wall and are set to the intracorporal longitudinal rib item of vertical wall, and cross wall unit includes cross wall
Body and it is set to the intracorporal cross rib item of cross wall, buttcover plate is connected between longitudinal rib item and cross rib item, and connecting plate is located at outside buttcover plate
Week；Vertical wall unit is arranged with the cross wall unit place of docking and the integrally formed reinforcing member of the two, and reinforcing member is T-type structure, cross wall list
First middle part hollows out, which is flush-mounted between vertical wall unit bottom and the hollow part of cross wall unit, and the buttcover plate and
Connecting plate is respectively positioned in the reinforcing member.
2. the connecting structure of PEC as described in claim 1 combination T shape shearing wall limb, it is characterised in that: the longitudinal rib item be by
The unit of multiple I-shaped structures docks, and each unit includes two end rib items and the beam that is connected between two end rib items
Rib, beam rib are longitudinally disposed；And/or the cross rib item is docked by the unit of multiple I-shaped structures, Mei Gedan
Member includes two end rib items and the beam rib being connected between two end rib items, and beam rib is transversely arranged.
3. the connecting structure of PEC as claimed in claim 2 combination T shape shearing wall limb, it is characterised in that: the vertical wall unit with
Buttcover plate is arranged in cross wall unit junction, and buttcover plate is located on the extending direction of beam rib；And/or the cross wall unit with
Buttcover plate is arranged in vertical wall unit junction, and buttcover plate is located on the extending direction of beam rib.
4. the connecting structure of PEC as described in claim 1 combination T shape shearing wall limb, it is characterised in that: the longitudinal rib item be by
The unit of multiple I-shaped structures docks, and each unit includes two end rib items one and is connected between two end rib items one
Beam rib one, beam rib one is longitudinally disposed；Cross rib item is docked by the unit of multiple I-shaped structures, each unit
Including two end rib items two and the beam rib two being connected between two end rib items two, beam rib two is transversely arranged.
5. the connecting structure of PEC as claimed in claim 4 combination T shape shearing wall limb, it is characterised in that: the vertical wall unit with
Buttcover plate one is arranged in cross wall unit junction, and buttcover plate one is located on the extending direction of beam rib one；Cross wall unit and vertical wall
Buttcover plate two is arranged in unit junction, and buttcover plate two is located on the extending direction of beam rib two.
6. the connecting structure of PEC combination T shape shearing wall limb as described in claim 1, it is characterised in that: the buttcover plate and company
Fishplate bar is fixedly connected.
7. the connecting structure of PEC combination T shape shearing wall limb as described in claim 1, it is characterised in that: set on the buttcover plate
Gap chamber was set, crossing gap chamber transverse width is 5-6mm.
8. the connecting structure of PEC combination T shape shearing wall limb as described in claim 1, it is characterised in that: set in the vertical wall
It is equipped with vertical rib strip, vertical rib strip is longitudinally disposed；Transverse rod strip is set in cross wall body, and transverse rod strip is transversely arranged, and vertical rib strip and cross
Rib at least one group is intersected in reinforcing member.
9. such as the connecting structure of the described in any item PEC combination T shape shearing wall limbs of claim 1-8, it is characterised in that: described vertical
Wall unit and/or cross wall unit are linear type precast wall body, or the linear type wall being spliced to form by wall wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820928476.5U CN208396078U (en) | 2018-06-15 | 2018-06-15 | PEC combines the connecting structure of T shape shearing wall limb |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820928476.5U CN208396078U (en) | 2018-06-15 | 2018-06-15 | PEC combines the connecting structure of T shape shearing wall limb |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208396078U true CN208396078U (en) | 2019-01-18 |
Family
ID=65132537
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820928476.5U Active CN208396078U (en) | 2018-06-15 | 2018-06-15 | PEC combines the connecting structure of T shape shearing wall limb |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208396078U (en) |
-
2018
- 2018-06-15 CN CN201820928476.5U patent/CN208396078U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105863111A (en) | Embedded prefabricated concrete shear wall anti-bending steel frame structure | |
| CN207003651U (en) | A kind of assembling steel plate barrel shape RCS space nodes | |
| CN209854553U (en) | Assembled concrete anticollision barrier based on ultrahigh performance concrete is connected | |
| CN104032864A (en) | Perforated web plate H-shaped steel connecting joint for connecting buckling-restrained steel plate wall with concrete frame | |
| CN208396079U (en) | PEC combines the connecting structure of L shape shearing wall limb | |
| CN208685795U (en) | A kind of through assembled steel reinforced concrete column of beam and steel beam joint connector | |
| CN110512765A (en) | A kind of fabricated shear wall and construction method with steel plate peg combined type diagonal brace | |
| CN208396078U (en) | PEC combines the connecting structure of T shape shearing wall limb | |
| CN203440993U (en) | Connection joint of prefabricated reinforced concrete beam | |
| CN112458879A (en) | Bolt-welding mixed-connection segmented prefabricated assembled combination beam and construction method thereof | |
| CN108643349A (en) | A kind of through assembled steel reinforced concrete column of beam and steel beam joint connector | |
| CN108104263A (en) | A kind of novel fabricated steel-regeneration concrete combination frame structural system | |
| CN209260900U (en) | A kind of assembled steel reinforced concrete primary-secondary beam connecting node | |
| CN108130852A (en) | A kind of steel reinforced concrete combined board structure of Short/Medium Span Bridge | |
| CN205530819U (en) | Steel frame structure of embedded precast concrete shear force wall bending resistance simultaneously | |
| CN206681262U (en) | A kind of prefabricated Concrete-Filled Square Steel Tube coupling beam of multilayer | |
| CN109505237A (en) | Girder longitudinal connecting structure and construction method at a kind of steel reinforced concrete combined bridge expansion joint | |
| CN108571093A (en) | The connecting structure of PEC combined shear wall limbs | |
| CN212426749U (en) | Hybrid reinforced concrete joint section | |
| CN203639814U (en) | Assembled monolithic hollow slab bridge | |
| CN211228913U (en) | Steel truss and reinforced concrete shear wall structure node with load transfer component | |
| CN210767266U (en) | Prefabricated assembled type stiffening concrete column member node connecting structure | |
| CN209722680U (en) | A kind of Continuous Bridge with UHPC hanging hole construction | |
| CN208396069U (en) | A kind of Prefabricated composite shear wall strong ties node | |
| CN207092260U (en) | A kind of tenon riveting steel structure modularization house |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Qinhuangdao Seiko Green Building Integrated Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000017 Denomination of utility model: Joint construction of PEC combination T shape shear force wall limb Granted publication date: 20190118 License type: Common License Record date: 20190917 Assignee: Dongyue Green Building Integrated Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000016 Denomination of utility model: Joint construction of PEC combination T shape shear force wall limb Granted publication date: 20190118 License type: Common License Record date: 20190917 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Henan Green Building Technology Development Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2019330000015 Denomination of utility model: Joint construction of PEC combination T shape shear force wall limb Granted publication date: 20190118 License type: Common License Record date: 20190919 |
|
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Shandong Tianyuan Jinggong Green Integrated Building Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2020330000115 Denomination of utility model: Connection structure of PEC composite T-shaped shear wall limb Granted publication date: 20190118 License type: Common License Record date: 20201216 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Anhui Zhihong Precision Construction Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023990000037 Denomination of utility model: Connection structure of PEC composite T-shaped shear wall limb Granted publication date: 20190118 License type: Common License Record date: 20230113 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangxi Huahong Jinggong Steel Structure Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034645 Denomination of utility model: Connection Construction of PEC Composite T-shaped Shear Wall Limbs Granted publication date: 20190118 License type: Common License Record date: 20230413 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Jiangsu Lvjian Jinggong Technology Co.,Ltd. Assignor: ZHEJIANG GREEN BUILDING INTEGRATION TECHNOLOGIES Co.,Ltd. Contract record no.: X2023980034833 Denomination of utility model: Connection Construction of PEC Composite T-shaped Shear Wall Limbs Granted publication date: 20190118 License type: Common License Record date: 20230421 |