CN206189792U - Connecting piece and side fascia installation node - Google Patents
Connecting piece and side fascia installation node Download PDFInfo
- Publication number
- CN206189792U CN206189792U CN201620520931.9U CN201620520931U CN206189792U CN 206189792 U CN206189792 U CN 206189792U CN 201620520931 U CN201620520931 U CN 201620520931U CN 206189792 U CN206189792 U CN 206189792U
- Authority
- CN
- China
- Prior art keywords
- connecting plate
- side fascia
- screw
- adjustable
- connector according
- 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
- 210000003195 fascia Anatomy 0.000 title claims abstract description 99
- 238000009434 installation Methods 0.000 title claims abstract description 23
- 238000004873 anchoring Methods 0.000 claims description 58
- 238000011065 in-situ storage Methods 0.000 claims description 38
- 230000001012 protector Effects 0.000 claims description 24
- 238000003780 insertion Methods 0.000 claims description 23
- 230000037431 insertion Effects 0.000 claims description 23
- 238000003825 pressing Methods 0.000 claims description 6
- 238000010079 rubber tapping Methods 0.000 claims description 2
- 230000003014 reinforcing effect Effects 0.000 abstract description 7
- 238000005253 cladding Methods 0.000 abstract description 4
- 238000010276 construction Methods 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000011900 installation process Methods 0.000 description 5
- 238000007711 solidification Methods 0.000 description 5
- 230000008023 solidification Effects 0.000 description 5
- 238000005266 casting Methods 0.000 description 4
- 210000003205 muscle Anatomy 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000003032 molecular docking Methods 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model belongs to building construction field specifically discloses a connecting piece and side fascia installation node, including inserting board, anchor assembly, adjustable part and connecting plate, wherein, adjustable part connects on the connecting plate and relatively the connecting plate removes in vertical direction, it is located connecting plate upper portion and links to each other with the connecting plate to insert the board, anchor assembly one end links to each other with the connecting plate, and the other end extends to keeping away from the direction of inserting the board, anchor assembly is parallel with the connecting plate. Can link to each other the cast -in -place layer of side fascia with crossbeam upper portion through this connecting piece, the utility model discloses set anchor assembly to the mode parallel with the connecting plate, like this, the position that anchor assembly stretched into to the cast -in -place layer in is not dark, can avoid effectively that anchor assembly fights with the reinforcing bar position among the cast -in -place layer in the installation, can not appear anchor assembly promptly and dodge the embedded bar and result in the unable circumstances of guaranteeing connecting plate and the hookup location of cladding panel, increases the efficiency of construction.
Description
Technical field
The utility model belongs to the realm of building construction, and in particular to a kind of connector and Side fascia install node.
Background technology
In assembled architecture industry, prefabricated components factorial praluction, Assembling, thus prefabricated components standard can be realized
Change, and quality controllable, efficient quick.At present, in the installation process of Side fascia, generally there are two methods, one kind is the wet company of extension
Connect, the in-situ layer on composite beam top is stretched into by the connection reinforcing bar epimere being embedded in Side fascia, carry out cast-in-place concrete and fix company
Connect, the mode of this simple use bar connecting built on the sand, and is also easy to produce error, skew in concrete construction is built, after
Phase installs and is not easy to amendment；Another way uses cladding connection, and dowel or steel plate connector more long is buried in Side fascia,
Dowel or steel plate connector are rigidly connected by angle steel with another built-in fitting being embedded in Vierendeel girder, this mode phase
It is shorter to the duration, but inconvenience is installed, and in design, built-in fitting carries out pre-buried according to preset space length, it is desirable to which design size is very smart
Standard, is otherwise difficult to dock successfully, once not docking, not only takes work consuming, or even causes the Side fascia cannot to mount, and causes wave
Take.
Utility model content
The purpose of this utility model is to provide a kind of connector for being easy to Side fascia installation, and outer including this connector
Wallboard installs node.
Above-mentioned purpose is to be achieved through the following technical solutions：A kind of connector, for the installation of Side fascia, including insertion
Plate, anchoring piece, adjustable member and connecting plate, wherein, the adjustable member is connected on the connecting plate and can be with respect to connecting plate perpendicular
To movement, the insertion plate is located at connecting plate top and is connected with connecting plate Nogata, and described anchoring piece one end is connected with connecting plate,
The other end extends to the direction away from insertion plate, and the anchoring piece is parallel with connecting plate.According to installation needs, the Side fascia
Bottom opens up notch, in the installation process of Side fascia, Side fascia is connected with the in-situ layer on crossbeam top by this connector；
When installing and using, before in-situ layer is not poured, the anchoring piece is fixed on position to be poured, then casting concrete,
With the solidification of cast-in-place layer concrete, anchoring piece is fixedly connected in in-situ layer；Then Side fascia is lifted so that the insertion plate
Insert in the notch that the Side fascia bottom opens up, so external wallboard of connector is played a supporting role, and bears its fractional load.
The fine setting of the height for being provided for Side fascia of adjustable member, is fixed on predetermined installation site so that Side fascia by Side fascia
It is more accurate, careful to install.It should be strongly noted that in the past in order to increase anchor force of the anchoring piece in in-situ layer, therefore will
Anchoring piece is arranged to the mode vertical with connecting plate, increase anchoring piece as far as possible in-situ layer extension elongation, but due to cast-in-place
The reinforcing bars such as elongated muscle, stirrup are embedded with layer, reinforcing bar is closeer, more, often occurs that anchoring piece is fought with embedded bar position
Situation, have a strong impact on installation effectiveness.Anchoring piece is arranged to the mode parallel with connecting plate by the utility model, so, anchoring
The position that part is stretched in in-situ layer is not deep, can be prevented effectively from the reinforcement location in anchoring piece and in-situ layer in installation process
Fight, that is, be not in anchoring piece avoidance embedded bar and lead to not ensure the feelings of connecting plate and the link position of cladding panel
Condition, increases efficiency of construction.Certainly, in order to increase anchor force, embedded bar can be connected with anchoring piece by way of welding.
Further, the adjustable member includes the screw being opened on connecting plate and the screw rod used cooperatively with the screw,
The screw rod is worn and connects the screw and can be along the axial movement of the screw.It is arranged such, by rotating screw rod so that screw rod edge
The axial movement of the screw, screw tip withstands Side fascia and then drives Side fascia movement, Side fascia is moved to predetermined
Installation site.
Further, the connecting plate offers through hole, and the adjustable member includes that being fixedly connected on the connecting plate bottom surface opens
Nut at hole and the screw rod used with the nut screw connection, the screw rod are worn and connect the nut and through hole and can be along the through hole
Axial movement.Be arranged such, by rotate screw rod so that screw rod along the through hole axial movement, screw tip withstands exterior wall
Plate and then drive Side fascia movement, predetermined installation site is moved to by Side fascia.
Further, the screw tip is fixedly connected with adjustable plate.The setting of adjustable plate, mainly expand adjustable member with it is outer
The contact area of wallboard bottom, is conducive to adjustable member to bear the load of Side fascia.
Further, the connecting plate bottom surface is provided with protector, and the protector is enclosed in the screw rod through the screw
Or one end of through hole.It is arranged such, can prevents concrete from eating extremely threaded rod first, causes threaded rod to adjust, in addition,
The fixation of whole Side fascia can also be facilitated, most importantly, an end face of protector is close to in-situ layer, in in-situ layer coagulation
After soil solidification, concrete can form the leaning support to protector end face, prevent connecting plate curved because bearing the deadweight of wallboard
Song deformation.
Further, the protector is provided with adjustable reinforcer away from the side of insertion plate, and the adjustable reinforcer can be relative
Protector is moved in the horizontal direction.It is arranged such, after Side fascia dropping place, adjusts adjustable reinforcer so that one end-face is tight
Patch in-situ layer, after in-situ layer concrete setting, concrete forms leaning support, the company of preventing by adjustable reinforcer to protector
Fishplate bar is because bearing the deadweight of wallboard and flexural deformation.
Further, the adjustable reinforcer is provided with top pressing board away from one end of insertion plate.The setting of top pressing board expands adjustable
Reinforcer and the contact area of cast-in-place layer concrete, are conducive to the load for transmitting Side fascia to in-situ layer.
Further, the anchoring supporting leg that the anchoring piece is be arranged in parallel by two or more is constituted.Be arranged such, anchoring supporting leg it
Between there is gap, can further avoid anchoring piece from being fought with embedded bar position.
Further, the anchoring supporting leg is provided with kink in the end of connecting plate, and the kink bends downwards.So set
Put, can suitably reduce the position of anchoring supporting leg, anchoring supporting leg can be made to be located under pre-buried usual muscle away from one end of adjustable member
Face, is so not only effectively increased the anchor force of anchoring supporting leg, while also transmitting load by anchoring piece beneficial to this connector.
To reach above-mentioned purpose, the utility model also provides a kind of Side fascia and installs node, including upper Side fascia, crossbeam and
The above-mentioned connector of any one, wherein, the crossbeam upper end is provided with in-situ layer, and the anchoring piece is anchored in in-situ layer, institute
The adjustable member is close in the bottom surface for stating Side fascia, and the bottom of the upper Side fascia opens up notch, and the insertion plate insertion is described
In notch.The Side fascia of this structure installs node, and Side fascia is easily installed, before in-situ layer is not poured, by the anchoring piece
Position to be poured is fixed on, then casting concrete, with the solidification of cast-in-place layer concrete, anchoring piece is fixedly connected on cast-in-place
In layer；Then Side fascia is lifted so that the insertion plate is inserted in the notch that the Side fascia bottom opens up, such connector pair
Side fascia is played a supporting role, and bears its fractional load.The fine setting of the height for being provided for Side fascia of adjustable member, by Side fascia
It is fixed on predetermined installation site so that the installation of Side fascia is more accurate, careful.It is so designed that, one side connector is external
Wallboard is played a supporting role, and is born its fractional load and is passed to crossbeam by anchoring piece, on the other hand can be first accurate by Side fascia
It is determined that being finally fixedly connected behind position, it is easy to adjust the position of Side fascia, improves operating efficiency.
Further, the Side fascia installs node also includes lower Side fascia, and the lower Side fascia top is provided with breach, described
Protector is located in the breach.Protector is arranged in the breach that lower Side fascia top is set, can avoid Side fascia and
See that gap is excessive between lower Side fascia, while when the bottom surface of protector is in contact with the breach face of the breach, lower Side fascia
Also a constant load of Side fascia can be born.
Further, the adjustable plate is close to the bottom surface of the upper Side fascia.It is arranged such, is easy to adjustable member to adjust upper exterior wall
The height of plate.
Brief description of the drawings
The accompanying drawing for constituting a part of the present utility model is used for providing being further understood to of the present utility model, and this practicality is new
The schematic description and description of type is used to explain the utility model, does not constitute to improper restriction of the present utility model.
Fig. 1 is a kind of connecting-piece structure schematic diagram involved by a kind of implementation method of the utility model；
Fig. 2 is a kind of front view of connector involved in Fig. 1；
Fig. 3 is a kind of left view of connector involved in Fig. 2；
Fig. 4 is a kind of upward view of connector involved in Fig. 2；
Fig. 5 is the sectional view of the Side fascia installation node involved by a kind of implementation method of the utility model；
Fig. 6 installs node partial enlarged drawing for a kind of Side fascia involved in Fig. 5.
In figure：
The screw rod of 13 connecting plate of insertion 2 anchoring piece of plate 4
The adjustable reinforcer of 5 nut, 6 adjustable plate, 7 protector 8
12 times Side fascias of Side fascia on the kink 11 of 9 top pressing board 10
The floor of 13 crossbeam, 14 in-situ layer, 17 breach 18
Specific embodiment
The utility model is described in detail below in conjunction with the accompanying drawings, the description of this part be only it is exemplary and explanatory,
There should not be any restriction effect to protection domain of the present utility model.Additionally, those skilled in the art's retouching according to presents
State, respective combination can be carried out to the feature in embodiment in presents and in different embodiments.
The utility model embodiment is as follows, reference picture 1~6, a kind of connector, for the installation of Side fascia, including insertion
Plate 1, anchoring piece 2, adjustable member and connecting plate 3, wherein, the adjustable member is connected on the connecting plate 3 and can be with respect to connecting plate 3
In vertical direction movement, the insertion plate 1 is located at and the top of connecting plate 3 and is connected with connecting plate 3, the one end of the anchoring piece 2 and company
Fishplate bar 3 is connected, and the other end extends to the direction away from insertion plate 1, and the anchoring piece 2 is parallel with connecting plate 3.According to installation need
Will, the bottom of the Side fascia opens up notch, in the installation process of Side fascia, by this connector by Side fascia and crossbeam 13
The in-situ layer 14 on top is connected；When installing and using, before in-situ layer 14 is not poured, the anchoring piece 2 is fixed on and waits to pour
Position, then casting concrete, with the solidification of the concrete of in-situ layer 14, anchoring piece 2 is fixedly connected in in-situ layer 14；So
After lift Side fascia so that the insertion plate 1 is inserted in the notch that the Side fascia bottom opens up, so external wallboard of connector
Play a supporting role, bear its fractional load.The fine setting of the height for being provided for Side fascia of adjustable member, Side fascia is fixed on
Predetermined installation site so that the installation of Side fascia is more accurate, careful.It should be strongly noted that in the past in order to increase anchor
Anchor force of the firmware 2 in in-situ layer 14, therefore anchoring piece 2 is arranged to the mode vertical with connecting plate 3, increase anchoring as far as possible
Part 2 in the extension elongation of in-situ layer 14, but due to being embedded with the reinforcing bars such as elongated muscle, stirrup in in-situ layer 14, reinforcing bar is closeer, compared with
It is many, the situation that anchoring piece 2 is fought with embedded bar position often occurs, have a strong impact on installation effectiveness.The utility model is by anchor
Firmware 2 is arranged to the mode parallel with connecting plate 3, and so, the position that anchoring piece 2 is stretched in in-situ layer 14 is not deep, can have
Effect avoid the anchoring piece 2 in installation process from being fought with the reinforcement location in in-situ layer 14, that is, be not in anchoring piece 2 avoid it is pre-buried
Reinforcing bar and lead to not the situation of the link position for ensureing connecting plate 3 and cladding panel, increase efficiency of construction.Certainly, in order to increase
, with anchoring piece 2 can be connected embedded bar by way of welding by anchor force.
On the basis of above-described embodiment, in another embodiment of the present invention, the adjustable member includes being opened on connecting plate 3
Screw and the screw rod 4 that is used cooperatively with the screw, the screw rod 4 wears and connects the screw and can be moved along the axial direction of the screw
It is dynamic.Be arranged such, by rotate screw rod 4 so that screw rod 4 along the screw axial movement, the top of screw rod 4 is withstood Side fascia and is entered
And drive Side fascia to move, Side fascia is moved to predetermined installation site.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 2, the connecting plate 3 offers through hole,
The adjustable member includes the spiral shell for being fixedly connected on the nut 5 of the bottom surface tapping of the connecting plate 3 and being used cooperatively with the nut 5
Bar 4, the screw rod 4 is worn and connects the nut 5 and through hole and can be along the axial movement of the through hole.It is arranged such, by rotating spiral shell
Bar 4 causes screw rod 4 along the axial movement of the through hole, and the top of screw rod 4 is withstood Side fascia and then drives Side fascia movement, by exterior wall
Plate is moved to predetermined installation site.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 3, the top of the screw rod 4 is fixedly connected with
Adjustable plate 6.The setting of adjustable plate 6, mainly expands the contact area of adjustable member and Side fascia bottom, is conducive to adjustable member to bear
The load of Side fascia.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1~4, the bottom surface of the connecting plate 3 is provided with
Protector 7, the protector 7 is enclosed in the screw rod 4 through the screw or one end of through hole.It is arranged such, first can be with
Prevent concrete from eating extremely threaded rod, cause threaded rod to adjust, in addition, the fixation of whole Side fascia can also be facilitated, the most
Importantly, an end face of protector 7 is close to in-situ layer 14, after the concrete setting of in-situ layer 14, concrete can be formed
To the leaning support of the end face of protector 7, connecting plate 3 is prevented because bearing the deadweight of wallboard and flexural deformation.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 2, the protector 7 is away from insertion plate 1
Side be provided with adjustable reinforcer 8, the adjustable reinforcer 8 can be moved in the horizontal direction with respect to protector 7.It is arranged such, when
After Side fascia dropping place, adjustable reinforcer 8 is adjusted so that one end-face is close to in-situ layer 14, in the concrete setting of in-situ layer 14
Afterwards, concrete forms leaning support by adjustable reinforcer 8 to protector 7, prevents connecting plate 3 curved because bearing the deadweight of wallboard
Song deformation.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 2, the adjustable reinforcer 8 is away from insertion
One end of plate 1 is provided with top pressing board 9.The setting of top pressing board 9 expands the contact area of adjustable reinforcer 8 and the concrete of in-situ layer 14,
Be conducive to the load for transmitting Side fascia to in-situ layer 14.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1 and Fig. 2, the anchoring piece 2 is by two
The anchoring supporting leg more than be arrangeding in parallel is constituted.It is arranged such, there is gap between anchoring supporting leg, can further avoids anchoring piece 2
Fought with embedded bar position.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1 and Fig. 2, the anchoring supporting leg is in connection
The end of plate 3 is provided with kink 10, and the kink 10 bends downwards.It is arranged such, can suitably reduces the position of anchoring supporting leg,
Anchoring supporting leg can be made to be located at below pre-buried usual muscle away from one end of adjustable member, be so not only effectively increased anchoring supporting leg
Anchor force, while also transmitting load by anchoring piece 2 beneficial to this connector.
The utility model also provides a kind of Side fascia and installs node, reference picture 5 and Fig. 6, including upper Side fascia 11, crossbeam 13
The connector above-mentioned with any one, wherein, the upper end of the crossbeam 13 is provided with in-situ layer 14, and the anchoring piece 2 is anchored at cast-in-place
In layer 14, the adjustable member is close in the bottom surface of the upper Side fascia 11, and the bottom of the upper Side fascia 11 opens up notch, described to insert
Enter during plate 1 inserts the notch.The Side fascia of this structure installs node, and Side fascia is easily installed, and it is not poured in in-situ layer 14
Before, the anchoring piece 2 is fixed on position to be poured, then casting concrete, with the solidification of the concrete of in-situ layer 14, anchor
Firmware 2 is fixedly connected in in-situ layer 14；Then Side fascia is lifted so that the insertion plate 1 inserts the Side fascia bottom and opens
If notch in, so external wallboard of connector is played a supporting role, and bears its fractional load.Adjustable member is provided for exterior wall
The fine setting of the height of plate, predetermined installation site is fixed on by Side fascia so that the installation of Side fascia is more accurate, careful.Such as
This design, the external wallboard of one side connector is played a supporting role, bears its fractional load and pass to crossbeam by anchoring piece 2
13, finally it is fixedly connected after on the other hand first Side fascia can be accurately positioned, it is easy to adjust the position of Side fascia, improve behaviour
Make efficiency.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 6, the Side fascia is installed node and is also wrapped
Lower Side fascia 12 is included, the top of lower Side fascia 12 is provided with breach 17, and the protector 7 is located in the breach 17.Will protection
Part 7 is arranged in the breach 17 of the top of lower Side fascia 12 setting, can avoid seeing gap between Side fascia 11 and lower Side fascia 12
It is excessive, while when the bottom surface of protector 7 is in contact with the breach face of the breach 17, lower Side fascia 12 can also bear exterior wall
One constant load of plate 11.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 6, the adjustable plate 6 is close to described outer
The bottom surface of wallboard 11.It is arranged such, is easy to adjustable member to adjust the height of upper Side fascia 11.
The above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art
For art personnel, on the premise of the utility model principle is not departed from, some improvements and modifications can also be made, these improve and
Retouching also should be regarded as protection domain of the present utility model.
Claims (11)
1. a kind of connector, for the installation of Side fascia, it is characterised in that including insertion plate, anchoring piece, adjustable member and connection
Plate, wherein, the adjustable member is connected on the connecting plate and can be moved in vertical direction relative to connecting plate, the insertion plate position
It is connected in connecting plate top and with connecting plate, described anchoring piece one end is connected with connecting plate, the other end is to the side away from insertion plate
To extension, the anchoring piece is parallel with connecting plate.
2. connector according to claim 1, it is characterised in that the adjustable member includes the screw being opened on connecting plate
And the screw rod used cooperatively with the screw, the screw rod wears and connects the screw and can be along the axial movement of the screw.
3. connector according to claim 1, it is characterised in that the connecting plate offers through hole, the adjustable member bag
The nut for being fixedly connected on connecting plate bottom surface tapping and the screw rod used with the nut screw connection are included, the screw rod is worn and connect
The nut and through hole simultaneously can be along the axial movements of the through hole.
4. the connector according to Claims 2 or 3, it is characterised in that the screw tip is fixedly connected with adjustable plate.
5. connector according to claim 2, it is characterised in that the connecting plate bottom surface is provided with protector, the protection
Part is enclosed in the screw rod through one end of the screw.
6. connector according to claim 3, it is characterised in that the connecting plate bottom surface is provided with protector, the protection
Part is enclosed in the screw rod through one end of the through hole.
7. the connector according to claim 5 or 6, it is characterised in that the protector is provided with away from the side of insertion plate
Adjustable reinforcer, the adjustable reinforcer can be moved in the horizontal direction with respect to protector.
8. connector according to claim 7, it is characterised in that the adjustable reinforcer is provided with away from one end of insertion plate
Top pressing board.
9. connector according to claim 1, it is characterised in that the anchor that the anchoring piece is be arranged in parallel by two or more
Clamped leg is constituted.
10. connector according to claim 9, it is characterised in that the anchoring supporting leg is provided with curved in the end of connecting plate
Folding part, the kink bends downwards.
A kind of 11. Side fascias install node, including upper Side fascia and crossbeam, it is characterised in that also including claim 1~10 times
Connector described in meaning one, wherein, the crossbeam upper end is provided with in-situ layer, and the anchoring piece is anchored in in-situ layer, described
The adjustable member is close in the bottom surface of upper Side fascia, and the bottom of the upper Side fascia opens up notch, and the insertion plate inserts the groove
In mouthful.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620520931.9U CN206189792U (en) | 2016-05-31 | 2016-05-31 | Connecting piece and side fascia installation node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620520931.9U CN206189792U (en) | 2016-05-31 | 2016-05-31 | Connecting piece and side fascia installation node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206189792U true CN206189792U (en) | 2017-05-24 |
Family
ID=58736377
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620520931.9U Active CN206189792U (en) | 2016-05-31 | 2016-05-31 | Connecting piece and side fascia installation node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206189792U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217814A (en) * | 2017-07-18 | 2017-09-29 | 苏州灵均暖通科技有限公司 | A kind of compression-resistant type height radiating floor heating module |
-
2016
- 2016-05-31 CN CN201620520931.9U patent/CN206189792U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107217814A (en) * | 2017-07-18 | 2017-09-29 | 苏州灵均暖通科技有限公司 | A kind of compression-resistant type height radiating floor heating module |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205604524U (en) | Building antidetonation exterior wall cladding | |
| CN103967277B (en) | Super High Core Walls Structure tilts the construction method of shear wall | |
| CN105888236B (en) | frame template system | |
| CN206189792U (en) | Connecting piece and side fascia installation node | |
| CN106760522A (en) | A kind of concrete structure seam crossing prevents swollen mould mortar leakage prevention fixing device and method | |
| CN106088379A (en) | A kind of BRB locking detrusion nodal point connecting and installation method thereof | |
| CN206034653U (en) | Connecting piece and side fascia installation node | |
| CN205188812U (en) | Rail guard template | |
| CN207685855U (en) | A kind of anti-anti-floating large steel moulding plate device that inclines of cast-in-place concrete retaining wall | |
| CN206034832U (en) | Side fascia installation node | |
| CN206220315U (en) | A kind of Side fascia installs node | |
| CN205976150U (en) | Side fascia installation node | |
| CN206189677U (en) | Side fascia installation node | |
| CN206034843U (en) | Connection piece | |
| CN109296136A (en) | Without the assembled integral reinforced concrete shear wall structure of sleeve connection and construction | |
| CN205976145U (en) | Side fascia installation node | |
| CN205976148U (en) | Side fascia installation node | |
| CN105781056B (en) | Special-shaped metope moulding can adjust gusseted point hang device | |
| CN206189605U (en) | Connecting piece and side fascia installation node | |
| CN210947661U (en) | Installation device of socket type overhanging scaffold | |
| CN209429139U (en) | The anchor structure of deformed slope | |
| CN205976144U (en) | Side fascia installation node | |
| CN205976146U (en) | Side fascia installation node | |
| CN205976151U (en) | Side fascia installation node | |
| CN209099556U (en) | A kind of Novel supporting-type metal energy consumption coupling beam |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: China Civil Architecture Friends Technology (Jiaozhou) Co., Ltd. Assignor: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT CO., LTD. Contract record no.: 2018430000023 Denomination of utility model: Connecting piece and side fascia installation node Granted publication date: 20170524 License type: Common License Record date: 20190102 |
|
| 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: Nanning Zhongmin zhuyou Intelligent Manufacturing Technology Co., Ltd Assignor: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT CO., LTD. Contract record no.: X2019430000004 Denomination of utility model: Connecting piece and side fascia installation node Granted publication date: 20170524 License type: Common License Record date: 20191105 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Xiangxi Zhongmin zhuyou Technology Co., Ltd Assignor: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT CO., LTD. Contract record no.: X2020430000002 Denomination of utility model: Connecting piece and side fascia installation node Granted publication date: 20170524 License type: Common License Record date: 20200305 |
|
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: 5 / F, office building 2, Zhongmin zhuyou Co., Ltd., No. 10, Zhongshi Road, shaping street, Kaifu District, Changsha City, Hunan Province Patentee after: Zhuyou Zhizao Technology Investment Co., Ltd Address before: 410205 comprehensive building in Hunan province Changsha Kaifu District, No. 30 Xingang Road, Changsha Jinxia bonded logistics center room 3005 Patentee before: CHINA MINGSHENG DRAWIN TECHNOLOGY INVESTMENT Ltd. |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Nantong Zhongmin zhuyou Zhizao Technology Co., Ltd Assignor: Zhuyou Zhizao Technology Investment Co., Ltd Contract record no.: X2020980007488 Denomination of utility model: A connecting piece and installation node of external wall panel Granted publication date: 20170524 License type: Common License Record date: 20201105 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Hunan Yuanfeng Construction Engineering Co.,Ltd. Assignor: Zhuyou Zhizao Technology Investment Co., Ltd Contract record no.: X2021980000884 Denomination of utility model: A connecting piece and installation node of external wall panel Granted publication date: 20170524 License type: Common License Record date: 20210203 |
|
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Hunan Hailong Construction Engineering Co.,Ltd. Assignor: Zhuyou Zhizao Technology Investment Co., Ltd Contract record no.: X2021980001039 Denomination of utility model: A connecting piece and installation node of external wall panel Granted publication date: 20170524 License type: Common License Record date: 20210207 |
|
| 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: Henan YingYuan Construction Service Co.,Ltd. Assignor: Zhuyou Zhizao Technology Investment Co., Ltd Contract record no.: X2021980001160 Denomination of utility model: A connecting piece and installation node of external wall panel Granted publication date: 20170524 License type: Common License Record date: 20210218 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Henan guochi Construction Service Co.,Ltd. Assignor: Zhuyou Zhizao Technology Investment Co., Ltd Contract record no.: X2021980001282 Denomination of utility model: A connecting piece and installation node of external wall panel Granted publication date: 20170524 License type: Common License Record date: 20210225 |
|
| EE01 | Entry into force of recordation of patent licensing contract | ||
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Linzhou Hongen Construction Service Co.,Ltd. Assignor: Zhuyou Zhizao Technology Investment Co., Ltd Contract record no.: X2021980001340 Denomination of utility model: A kind of connector and exterior wall panel installation node Granted publication date: 20170524 License type: Common License Record date: 20210302 |
|
| EE01 | Entry into force of recordation of patent licensing contract |
Assignee: Henan fengque Construction Engineering Co.,Ltd. Assignor: Zhuyou Zhizao Technology Investment Co., Ltd Contract record no.: X2021980010621 Denomination of utility model: A connector and an outer wall panel installation node Granted publication date: 20170524 License type: Common License Record date: 20211019 |
|
| EE01 | Entry into force of recordation of patent licensing contract |