CN112095807A - TOD covers curtain and strides seam structure - Google Patents
TOD covers curtain and strides seam structure Download PDFInfo
- Publication number
- CN112095807A CN112095807A CN202011084108.5A CN202011084108A CN112095807A CN 112095807 A CN112095807 A CN 112095807A CN 202011084108 A CN202011084108 A CN 202011084108A CN 112095807 A CN112095807 A CN 112095807A
- Authority
- CN
- China
- Prior art keywords
- longitudinal
- structural
- plate
- curtain wall
- supporting device
- 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.)
- Pending
Links
- 238000005336 cracking Methods 0.000 abstract description 2
- 238000006073 displacement reaction Methods 0.000 description 6
- 239000011521 glass Substances 0.000 description 3
- 230000000452 restraining effect Effects 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- BFKJFAAPBSQJPD-UHFFFAOYSA-N tetrafluoroethene Chemical group FC(F)=C(F)F BFKJFAAPBSQJPD-UHFFFAOYSA-N 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/36—Bearings or like supports allowing movement
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/88—Curtain walls
- E04B2/96—Curtain walls comprising panels attached to the structure through mullions or transoms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Load-Bearing And Curtain Walls (AREA)
Abstract
The invention relates to a TOD cover curtain wall seam crossing structure which comprises a supporting device of an upper cover plate arranged on the outer side of a structural seam, and a structural plate, wherein one end of the structural plate is connected with a main body structure of the upper cover plate arranged on the inner side of the structural seam, and the other end of the structural plate is arranged on the upper part of the supporting device in a sliding manner, the supporting device comprises a transverse supporting device, the structural plate comprises a longitudinal structural plate, the width of the structural seam is H, the width of the longitudinal structural plate is N, the width of the transverse supporting device is M, M is more than or equal to 2H + N, H is more than or equal to 100mm, and N is more. The curtain wall structure has the advantages that the problem of horizontal position fixation of the curtain wall is solved through the relative horizontal transverse sliding of the supporting device and the structural plate, so that the horizontal position of the curtain wall is always unique under the condition that the width of a structural joint is changed due to temperature change, and the curtain wall is prevented from cracking; the problem of releasing the vertical stress of the curtain wall is solved by utilizing the longitudinal sliding between the structural plate and the vertical rod of the curtain wall.
Description
Technical Field
The invention relates to the technical field of TOD, in particular to a TOD cover curtain wall seam crossing structure.
Background
In the TOD (transit-oriented development, TOD, public transportation-oriented development), the space above the subway is usually used as a planning and construction base, i.e. the space of the upper cover plate of the subway. Compared with the traditional project which takes the land and the ground as bases, the TOD project is constructed by taking the roof of a subway building as a base.
In the TOD project, the planar volume of the lower yard structure is relatively large, and in order to avoid temperature cracks of the yard structure itself, the yard structure itself is provided with a plurality of structural seams for releasing structural deformation caused by temperature changes (such as temperature increase or temperature decrease). The upper building structure is built on the upper deck of the lower yard structure and generally must not be placed across the structural seams. However, due to design requirements, the contour lines of the superstructure structure are difficult to design strictly without cross-joints.
In some cases, the curtain wall of the upper building structure may span the lower yard structure seam. The structure brings about a troublesome problem that the curtain wall is horizontally fixed with the main body structure of the upper building structure to prevent the curtain wall from horizontally shaking; but also ensuring the root of the curtain wall and the main structure to be vertically slidable, thereby releasing stress; and the curtain wall can be ensured to separate different deformations of the yard structures on two sides of the structural joint after crossing the structural joint so as to prevent the glass of the curtain wall from breaking due to the structural level difference deformation on two sides of the structural joint.
Therefore, no effective solution has been proposed for the problems of horizontal fixing incapability, difficulty in releasing vertical stress and curtain wall fracture caused by the fact that the curtain wall spans the structural seam in the related art.
Disclosure of Invention
The invention aims to provide a TOD cover upper curtain wall seam crossing structure aiming at the defects in the prior art.
In order to achieve the purpose, the invention adopts the technical scheme that:
a TOD cover curtain wall bridging structure, comprising:
a support device disposed at the upper cover plate outside of the structural seam, the support device comprising:
a lateral support device;
the first end of the longitudinal supporting device is fixedly connected with the second end of the transverse supporting device to form an L-shaped structure, and the height of the longitudinal supporting device is greater than that of the transverse supporting device;
a structural panel, said structural panel comprising:
the first end of the transverse structural plate is connected with a main body structure at the upper part of the upper cover plate at the inner side of a structural seam, and the second end of the transverse structural plate is positioned at the outer side of the structural seam;
the first end of the longitudinal structure plate is fixedly connected with the second end of the transverse structure plate to form an L-shaped structure, and the height of the longitudinal structure plate is greater than that of the transverse structure plate;
the second end of the structural panel is slidably disposed between the longitudinal support means and the transverse support means;
the width of the structural seam is H, the width of the longitudinal structural slab is N, the width of the transverse supporting device is M, M is larger than or equal to 2H + N, H is larger than or equal to 100mm, and N is larger than or equal to 150 mm.
In some of these embodiments, the width M ≧ 2.5H + N of the lateral support device.
In some of these embodiments, the second end of the longitudinal structural panel is longitudinally slidably connected to the first end of the curtain wall uprights.
In some of these embodiments, further comprising:
the longitudinal hole is formed in the first end of the curtain wall upright rod;
the longitudinal sliding unit is fixedly connected with the second end of the longitudinal structural plate and is in longitudinal sliding connection with the longitudinal hole;
the longitudinal sliding unit includes:
the first end of the supporting column is fixedly connected with the second end of the longitudinal structure plate;
and the sliding rod is fixedly connected with the second end of the supporting column, and two ends of the sliding rod are arranged in the longitudinal hole in a sliding manner.
In some of these embodiments, further comprising:
a longitudinal bore disposed at a second end of the longitudinal structural plate;
the longitudinal sliding unit is fixedly connected with the first end of the curtain wall upright rod and is in longitudinal sliding connection with the longitudinal hole;
the longitudinal sliding unit includes:
the second end of the supporting column is fixedly connected with the first end of the curtain wall vertical rod;
the sliding rod is fixedly connected with the first end of the supporting column, and two ends of the sliding rod are arranged in the longitudinal hole in a sliding mode.
In some of these embodiments, further comprising:
the horizontal spacing unit sets up the second end of longitudinal structure board, the first end of curtain pole setting is located horizontal spacing unit with between the longitudinal structure board, in order to restrict the lateral motion of curtain pole setting.
In some of these embodiments, further comprising:
and the transverse sliding unit is fixedly arranged above the transverse supporting device and is in sliding connection with the second end of the structural plate.
In some of these embodiments, the lateral sliding unit includes:
and the lower end face of the sliding plate is fixedly connected with the upper end face of the transverse supporting device, and the upper end face of the sliding plate is in sliding connection with the lower end face of the second end of the structural plate.
In some of these embodiments, the lateral sliding unit includes:
the lower end surface of the fixing frame is fixedly connected with the upper end surface of the transverse supporting device;
and the plurality of rotating rods are rotatably arranged above the fixed frame and are in sliding connection with the lower end surface of the second end of the structural plate.
In some of these embodiments, the upper end face of the longitudinal structural plate is higher than the upper end face of the longitudinal support means with the structural plate placed on the support means.
By adopting the technical scheme, compared with the prior art, the invention has the following technical effects:
according to the TOD cover curtain wall seam crossing structure, the supporting device is arranged on the outer side of the structural seam, one end of the structural plate is connected with the main body structure on the inner side of the structural seam, the other end of the structural plate is placed on the supporting device, and the other end of the structural plate is connected with the bottom of the curtain wall upright rod; the problem of fixed horizontal position of the curtain wall is solved through the relative horizontal transverse sliding of the supporting device and the structural plate, so that the horizontal position of the curtain wall is always unique under the condition that the width of a structural seam is changed due to temperature change, and the curtain wall is prevented from cracking; the problem of releasing the vertical stress of the curtain wall is solved by utilizing the longitudinal sliding between the structural plate and the vertical rod of the curtain wall.
Drawings
FIG. 1 is a schematic view of a curtain wall spanning seam construction of the present invention.
Fig. 2 is a partially enlarged schematic view of fig. 1.
Fig. 3 is a partially enlarged schematic view of fig. 2.
Fig. 4 is a schematic view of a lateral sliding unit according to a first embodiment of the present invention.
Fig. 5 is a schematic view of a lateral sliding unit according to a second embodiment of the present invention.
Figure 6 is a schematic view of a structural panel and a curtain wall upright according to a first embodiment of the invention.
Figure 7 is a schematic view of a structural panel and a curtain wall upright according to a second embodiment of the present invention.
Figure 8 is a schematic view of a third embodiment of the invention of a structural panel and a curtain wall upright.
Figure 9 is a schematic view of a fourth embodiment of the invention of a structural panel and a curtain wall upright.
Wherein the reference numerals are: the structure comprises a structure seam 1, an upper cover plate 2, a main body structure 3, a structural plate 4, a transverse structural plate 41, a longitudinal structural plate 42, a supporting device 5, a transverse supporting device 51, a longitudinal supporting device 52, a curtain wall upright stanchion 6, a transverse sliding unit 7, a sliding plate 71, a fixed frame 72, a longitudinal hole 8, a longitudinal sliding unit 9, a supporting column 91, a sliding rod 92, a rotating rod 73 and a transverse limiting unit 10.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It should be noted that the embodiments and features of the embodiments may be combined with each other without conflict.
The invention is further described with reference to the following drawings and specific examples, which are not intended to be limiting.
As shown in figure 1, the TOD cover curtain wall seam crossing structure comprises a structural plate 4 and a supporting device 5, wherein the supporting device 5 is arranged above an upper cover plate 2 on the outer side of a structural seam 1, a first end of the structural plate 4 is connected with a main structure 3 above the upper cover plate 2 on the inner side of the structural seam 1, and a second end of the structural plate 4 is transversely slidably arranged on the upper portion of the supporting device 5 and is longitudinally slidably connected with a curtain wall upright rod 6.
As shown in fig. 2-3, the structural panel 4 includes a transverse structural panel 41 and a longitudinal structural panel 42. Wherein, the first end of the transverse structural plate 41 is connected with the main body structure 3 of the upper part of the upper cover plate 2 at the inner side of the structural seam 1, the second end of the transverse structural plate 41 is positioned at the outer side of the structural seam 1, the first end of the longitudinal structural plate 42 is fixedly connected with the second end of the transverse structural plate 41 to form an L-shaped structure, and the height of the longitudinal structural plate 42 is greater than that of the transverse structural plate 41.
The support means 5 comprise transverse support means 51 and longitudinal support means 52. Wherein, the first end of the longitudinal supporting device 52 is fixedly connected with the second end of the transverse supporting device 51 to form an L-shaped structure, and the height of the longitudinal supporting device 52 is greater than that of the transverse supporting device 51.
The second end of the structural panel 4 is laterally slidably arranged between the lateral support means 51 and the longitudinal support means 52, wherein the longitudinal structural panel 42 of the structural panel 4 is always located between the lateral support means 51 and the longitudinal support means 52. In general, the transverse structural plates 41 of the structural plates 4 are above the transverse support means 51; in the extreme case, the second end of the transverse structural panel 41 of the structural panel 4 is outside the transverse support means 51.
Further, in the case where the second end of the structural plate 4 is slidably disposed on the supporting device 5, the upper end surface (the end surface of the second end) of the longitudinal structural plate 42 is higher than the upper end surface (the end surface of the second end) of the longitudinal supporting device 52, that is, the end surface of the second end of the longitudinal structural plate 42 is a horizontal plane, and the end surface of the second end of the longitudinal structural plate 42 has a certain distance from the horizontal plane.
The width of the structural seam 1 is H, the width of the longitudinal structural plate 42 is N, the width of the transverse supporting device 51 is M, M is larger than or equal to 2H + N, H is larger than or equal to 100mm, and N is larger than or equal to 150 mm. The width of the transverse supporting device 51 is M, when the upper cover plate 2 outside the structural joint 1 moves in the horizontal direction, the second end of the structural plate 4 is still positioned at the upper part of the transverse supporting device 51 and cannot be separated from the transverse supporting device 51, and the problem that the glass caused by downward vertical movement of the curtain wall upright stanchion 6 is broken due to the separation of the structural plate 4 and the supporting device 5 is avoided.
In order to ensure that the structural panel 4 remains on top of the support means 5 in extreme cases, the width M of the lateral support means 51 is ≧ 2.5H + N. With a redundancy of 0.5H it is ensured that the structural plates 4 do not separate from the support means 5.
In order to reduce the friction force of the lateral sliding (i.e., horizontal sliding) between the structural plate 4 and the supporting device 5, a lateral sliding unit 7 is provided on the upper end surface of the supporting device 5.
As shown in fig. 4, the lateral sliding unit 7 includes a sliding plate 71, a lower end surface of the sliding plate 71 is fixedly connected with an upper end surface of the lateral supporting device 51, and an upper end surface of the sliding plate 71 is slidably connected with a lower end surface of the second end of the structural plate 4.
Specifically, the sliding plate 71 is a tetrafluoroethylene plate.
In another embodiment, as shown in fig. 5, the lateral sliding unit 7 includes a fixed frame 72 and a plurality of turning sticks 73. Wherein, the lower end face of the fixed frame 72 is fixedly connected with the upper end face of the transverse supporting device 51, the plurality of rotating rollers 73 are rotatably arranged inside the fixed frame 72, and the plurality of rotating rollers 73 are slidably connected with the lower end face of the second end of the structural plate 4.
By the above two different structures of the lateral sliding unit 7, the friction between the structural plate 4 and the lateral supporting device 51 can be reduced, and the relative lateral sliding (i.e. horizontal sliding) between the structural plate 4 and the lateral supporting device 51 can be facilitated.
In particular, in the first case, the support means 5 move towards the outside/inside as the upper covering plate 2 outside the structural joint 1 moves towards the outside/inside, i.e. the structural plate 4 remains stationary, the support means 5 move towards the outside/inside;
in the second case, the structural plates 4 move to the outside/inside with the main structure 3 of the upper cover plate 2 inside the structural joint 1, i.e. the support means 5 remain stationary, the structural plates 4 move to the inside/outside;
in the third case, the structural plate 4 moves to the outside/inside with the main structure 3 of the upper cover plate 2 located inside the structural joint 1, and the support means 5 moves to the inside/outside with the upper cover plate 2 located outside the structural joint 1, i.e. the structural plate 4 and the support means 5 move in the same/opposite directions.
In general, in the third case, the structural plates 4 and the supporting means 5 move in opposite directions. I.e. in case of a temperature increase, the width of the structural joint 1 becomes large, the structural plate 4 and the support means 5 are far away from each other; in the case of a temperature decrease, the width of the structural joint 1 becomes smaller and the structural plate 4 and the support 5 approach one another.
In order to release the vertical pressure or longitudinal pressure of the curtain wall upright 6, the TOD cover curtain wall seam crossing structure further comprises a longitudinal hole 7 and a longitudinal sliding unit 8.
As shown in fig. 6, a longitudinal hole 7 is provided at a first end of the curtain wall upright 6, a longitudinal sliding unit 8 is provided at a second end of the longitudinal structural plate 42, and the longitudinal sliding unit 8 is connected with the longitudinal hole 7 in a longitudinal sliding manner.
The longitudinal sliding unit 8 includes a supporting column 81 and a sliding rod 82, a first end of the supporting column 81 is fixedly connected to a second end of the longitudinal structural plate 42, a middle portion of the sliding rod 82 is fixedly connected to the second end of the supporting column 81, and two ends of the sliding rod 82 are longitudinally slidably connected to the longitudinal hole 7.
Utilize longitudinal sliding unit 8 and vertical hole 7, not only ensured that curtain pole setting 6 and structural slab 4 level are fixed, horizontal direction displacement (lateral displacement) can not appear between curtain pole setting 6 and the structural slab 4 promptly, still release the vertical stress (longitudinal stress) of curtain pole setting 6, avoid the glass of curtain to be dragged or compress the fracture that leads to.
In another embodiment, as shown in fig. 7, a longitudinal hole 7 is provided at the second end of the longitudinal structural plate 42, a longitudinal sliding unit 8 is provided at the first end of the curtain-wall upright 6, and the longitudinal sliding unit 8 is slidably connected with the longitudinal hole 7.
The longitudinal sliding unit 8 comprises a supporting column 81 and a sliding rod 82, a second end of the supporting column 81 is fixedly connected with a first end of the curtain wall vertical rod 6, the middle of the sliding rod 82 is fixedly connected with a first end of the supporting column 81, and two ends of the sliding rod 82 are longitudinally slidably connected with the longitudinal hole 7.
In order to further ensure that relative horizontal displacement (transverse displacement) cannot occur between the curtain wall upright stanchion 6 and the structural plate 4, the TOD cover curtain wall seam crossing structure further comprises a transverse limiting unit 10.
As shown in fig. 8, the lateral restriction unit 10 is provided at the upper end surface of the second end of the structural plate 4, that is, at the upper end surface of the second end of the longitudinal structural plate 42. Under the condition that the curtain wall upright stanchion 6 is longitudinally and slidably connected with the longitudinal structural sensor 42, the transverse limiting units 10 are positioned on the outer side and the inner side of the curtain wall upright stanchion 6 so as to limit the horizontal displacement of the curtain wall upright stanchion 6.
In this embodiment, the lateral restraining unit 10 is provided on the longitudinal structural plate 4 of fig. 6.
In another embodiment, as shown in fig. 9, the lateral restraining unit 10 is disposed on the upper end surface of the second end of the structural panel 4, i.e., on the upper end surface of the second end of the longitudinal structural panel 42. Under the condition that the curtain wall upright stanchion 6 is longitudinally and slidably connected with the longitudinal structural sensor 42, the transverse limiting units 10 are positioned on the outer side and the inner side of the curtain wall upright stanchion 6 so as to limit the horizontal displacement of the curtain wall upright stanchion 6.
In this embodiment, the lateral restraining unit 10 is a longitudinal structural plate 4 provided in fig. 7.
In the invention, the structural plate 4 is used as a support conversion component, the lower end face of the second end of the structural plate 4 transversely slides with the support device 5, and the upper end face of the second end of the structural plate 4 longitudinally slides with the curtain wall upright stanchion 6, so that the problem of fixation and sliding between the curtain wall upright stanchion 6 and the support device 5 is solved, and the rupture of the curtain wall structure is avoided.
While the invention has been described with reference to a preferred embodiment, it will be understood by those skilled in the art that various changes in form and detail may be made therein without departing from the spirit and scope of the invention.
Claims (10)
1. The utility model provides a TOD covers curtain and strides seam structure which characterized in that includes:
a support device disposed at the upper cover plate outside of the structural seam, the support device comprising:
a lateral support device;
the first end of the longitudinal supporting device is fixedly connected with the second end of the transverse supporting device to form an L-shaped structure, and the height of the longitudinal supporting device is greater than that of the transverse supporting device;
a structural panel, said structural panel comprising:
the first end of the transverse structural plate is connected with the main body structure of the upper cover plate positioned on the inner side of the structural seam, and the second end of the transverse structural plate is positioned on the outer side of the structural seam;
the first end of the longitudinal structure plate is fixedly connected with the second end of the transverse structure plate to form an L-shaped structure, and the height of the longitudinal structure plate is greater than that of the transverse structure plate;
the second end of the structural panel is slidably disposed between the longitudinal support means and the transverse support means;
the width of the structural seam is H, the width of the longitudinal structural slab is N, the width of the transverse supporting device is M, M is larger than or equal to 2H + N, H is larger than or equal to 100mm, and N is larger than or equal to 150 mm.
2. The TOD cover curtain wall spanning seam structure according to claim 1, wherein the width M of the transverse supporting device is more than or equal to 2.5H + N.
3. The TOD cover curtain wall spanning seam structure of claim 1, wherein the second end of the longitudinal structural panel is longitudinally slidably connected to the first end of the curtain wall upright.
4. The TOD cover curtain wall spanning seam structure according to claim 3, further comprising:
the longitudinal hole is formed in the first end of the curtain wall upright rod;
the longitudinal sliding unit is fixedly connected with the second end of the longitudinal structural plate and is in longitudinal sliding connection with the longitudinal hole;
the longitudinal sliding unit includes:
the first end of the supporting column is fixedly connected with the second end of the longitudinal structure plate;
and the sliding rod is fixedly connected with the second end of the supporting column, and two ends of the sliding rod are arranged in the longitudinal hole in a sliding manner.
5. The TOD cover curtain wall spanning seam structure according to claim 3, further comprising:
a longitudinal bore disposed at a second end of the longitudinal structural plate;
the longitudinal sliding unit is fixedly connected with the first end of the curtain wall upright rod and is in longitudinal sliding connection with the longitudinal hole;
the longitudinal sliding unit includes:
the second end of the supporting column is fixedly connected with the first end of the curtain wall vertical rod;
the sliding rod is fixedly connected with the first end of the supporting column, and two ends of the sliding rod are arranged in the longitudinal hole in a sliding mode.
6. The TOD cover curtain wall spanning seam structure according to claim 3, further comprising:
the horizontal spacing unit sets up the second end of longitudinal structure board, the first end of curtain pole setting is located horizontal spacing unit with between the longitudinal structure board, in order to restrict the lateral motion of curtain pole setting.
7. The TOD cover curtain wall spanning seam structure according to claim 1, further comprising:
and the transverse sliding unit is fixedly arranged above the transverse supporting device and is in sliding connection with the second end of the structural plate.
8. The TOD cover curtain wall spanning seam structure according to claim 7, wherein the lateral sliding unit comprises:
and the lower end face of the sliding plate is fixedly connected with the upper end face of the transverse supporting device, and the upper end face of the sliding plate is in sliding connection with the lower end face of the second end of the structural plate.
9. The TOD cover curtain wall spanning seam structure according to claim 7, wherein the lateral sliding unit comprises:
the lower end surface of the fixing frame is fixedly connected with the upper end surface of the transverse supporting device;
and the plurality of rotating rods are rotatably arranged above the fixed frame and are in sliding connection with the lower end surface of the second end of the structural plate.
10. The TOD cover curtain wall spanning seam structure according to claim 1, wherein an upper end surface of the longitudinal structural plate is higher than an upper end surface of the longitudinal supporting device in a state that the structural plate is placed on the supporting device.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011084108.5A CN112095807A (en) | 2020-10-12 | 2020-10-12 | TOD covers curtain and strides seam structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011084108.5A CN112095807A (en) | 2020-10-12 | 2020-10-12 | TOD covers curtain and strides seam structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112095807A true CN112095807A (en) | 2020-12-18 |
Family
ID=73783220
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011084108.5A Pending CN112095807A (en) | 2020-10-12 | 2020-10-12 | TOD covers curtain and strides seam structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112095807A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000303600A (en) * | 1999-04-23 | 2000-10-31 | Shin Nikkei Co Ltd | Curtain wall structure with design variation |
| CN201962557U (en) * | 2011-03-31 | 2011-09-07 | 中铁第四勘察设计院集团有限公司 | Plate type structure of unde-crossing line structural joint of railway ballastless track |
| CN205116001U (en) * | 2015-10-28 | 2016-03-30 | 中铁第四勘察设计院集团有限公司 | Assembled construction and installation's telescoping device |
| CN110241934A (en) * | 2019-07-02 | 2019-09-17 | 华东建筑设计研究院有限公司 | Building structure seam construction |
| CN213477209U (en) * | 2020-10-12 | 2021-06-18 | 上海万科企业有限公司 | Novel TOD covers curtain and strides seam structure |
-
2020
- 2020-10-12 CN CN202011084108.5A patent/CN112095807A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2000303600A (en) * | 1999-04-23 | 2000-10-31 | Shin Nikkei Co Ltd | Curtain wall structure with design variation |
| CN201962557U (en) * | 2011-03-31 | 2011-09-07 | 中铁第四勘察设计院集团有限公司 | Plate type structure of unde-crossing line structural joint of railway ballastless track |
| CN205116001U (en) * | 2015-10-28 | 2016-03-30 | 中铁第四勘察设计院集团有限公司 | Assembled construction and installation's telescoping device |
| CN110241934A (en) * | 2019-07-02 | 2019-09-17 | 华东建筑设计研究院有限公司 | Building structure seam construction |
| CN213477209U (en) * | 2020-10-12 | 2021-06-18 | 上海万科企业有限公司 | Novel TOD covers curtain and strides seam structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN213477209U (en) | Novel TOD covers curtain and strides seam structure | |
| CN102644241B (en) | Space curved cable bent tower of cable-stayed bridge | |
| CN206513104U (en) | A kind of only pillar overhead station structure of urban track traffic | |
| CN112095807A (en) | TOD covers curtain and strides seam structure | |
| CN210657965U (en) | Bridge supporting structure | |
| CN207376806U (en) | A kind of steel construction hold-down support | |
| CN110821517A (en) | Tunnel internal double-layer structure prefabrication and assembly construction method | |
| CN203879006U (en) | Template support system with duplex structure | |
| CN206800162U (en) | A kind of track traffic uprises continuous U beams | |
| CN212716016U (en) | Novel shock attenuation add layer structure | |
| CN207619942U (en) | Arc triangle door in-site installation three-point support structure | |
| CN203546900U (en) | Building | |
| CN103967051B (en) | A kind of bow member shearing wall-bilayer three is across the construction method of Metro Station Structure | |
| CN201605678U (en) | Splice structure of vehicle-passing cast-in-place floor plate in electrolytic plant | |
| CN207553635U (en) | Elevator shaft safety protection device and elevator | |
| CN220644706U (en) | Anti-seismic wall structure | |
| CN205742983U (en) | A kind of multiplex angle parking stall support template | |
| CN216475190U (en) | Separated anti-swing three-dimensional shock isolation structure | |
| CN214301268U (en) | Double-limb inclined bridge tower | |
| CN212101688U (en) | Device for assisting in hoisting steel box girder | |
| CN103541426A (en) | Building and construction method of node structure of building | |
| CN113897999B (en) | Construction method for constructing elevator foundation structure on subway upper cover project | |
| CN219492309U (en) | Vault and groove integrated operation vehicle | |
| CN110952439B (en) | Self-resetting guide plate structure suitable for seamless bridge and method thereof | |
| CN204174733U (en) | A kind of highrise building with means for mounting coupling parts |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |