CN214169581U - Restore back printing opacity concrete slab curtain wall structure - Google Patents
Restore back printing opacity concrete slab curtain wall structure Download PDFInfo
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- CN214169581U CN214169581U CN202022629738.8U CN202022629738U CN214169581U CN 214169581 U CN214169581 U CN 214169581U CN 202022629738 U CN202022629738 U CN 202022629738U CN 214169581 U CN214169581 U CN 214169581U
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- Prior art keywords
- concrete slab
- transmitting concrete
- pendant
- light
- fixedly connected
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 51
- 239000010959 steel Substances 0.000 claims abstract description 51
- 239000000853 adhesive Substances 0.000 claims abstract description 34
- 230000001070 adhesive effect Effects 0.000 claims abstract description 34
- 229910000746 Structural steel Inorganic materials 0.000 claims description 10
- 239000004593 Epoxy Substances 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 239000004575 stone Substances 0.000 claims description 3
- 230000005484 gravity Effects 0.000 description 2
- 229910001220 stainless steel Inorganic materials 0.000 description 2
- 239000010935 stainless steel Substances 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 239000012634 fragment Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model relates to a restore back printing opacity concrete slab curtain wall structure, angle steel fixed connection is on the stand, pendant fixed connection angle steel and printing opacity concrete slab, the first angle steel of both ends fixed connection and the second pendant of channel-section steel, the terminal surface of channel-section steel is fixed through first adhesive and second printing opacity concrete slab connection, first pendant and second pendant include integrated into one piece's first turn-ups and second turn-ups respectively, second printing opacity concrete slab has open first recess and open second recess, the second turn-ups of first pendant inserts in the first recess and bonds through the second adhesive, the first turn-ups of second pendant inserts in the second recess and bonds through the third adhesive. The utility model discloses a restore back printing opacity concrete slab curtain wall structure, the bearing capacity of second pendant is strengthened through the channel-section steel and the first adhesive in the clearance between the terminal surface of pouring into the channel-section steel and the second printing opacity concrete slab, solves the problem that can not resist the wind pressure that second adhesive and/or third adhesive inefficacy probably brought.
Description
Technical Field
The utility model relates to a building structure, more specifically relate to a restore back printing opacity concrete slab curtain wall structure.
Background
The light-transmitting concrete structure is invented by the Hungary building of the Along Rosoni and is rapidly spread in the industry through exhibition. The light-transmitting concrete is introduced into the country for the first time in the Italian museum of the Shanghai world exposition 2010, and the light-transmitting concrete plate is used as a building curtain wall to cover the outer wall of the whole Italian museum. The transparency of each area is changed according to the building requirements to combine various patterns, thereby bringing strong visual impact and intense reverberation, and promoting the research and application of domestic light-transmitting concrete slabs.
Newly-built printing opacity concrete structure, the cost is high, and the installation is complicated, and the condition such as the ageing condition of corrosion appears easily in original printing opacity concrete structure building fossil fragments moreover brings the potential safety hazard.
SUMMERY OF THE UTILITY MODEL
In order to solve the potential safety hazard problem of appearance among the above-mentioned prior art, the utility model provides a restore back printing opacity concrete slab curtain wall structure.
The repaired transparent concrete slab curtain wall structure comprises a stand column, a first angle steel, a second angle steel, a first hanging piece, a second hanging piece, a channel steel, a first transparent concrete slab, a second transparent concrete slab and a third transparent concrete slab, wherein the first angle steel and the second angle steel are fixedly connected on the stand column at intervals, one end of the first hanging piece is fixedly connected with the first angle steel, the other end of the first hanging piece is fixedly connected with the first transparent concrete slab and the second transparent concrete slab, one end of the second hanging piece is fixedly connected with the second angle steel, the other end of the second hanging piece is fixedly connected with the second transparent concrete slab and the third transparent concrete slab, the two ends of the channel steel are fixedly connected with the first angle steel and the second hanging piece, the end surface of the channel steel is fixedly connected with the second transparent concrete slab through a first adhesive, the first hanging piece and the second hanging piece respectively comprise a first flanging and a second flanging which are integrally formed, the second light-transmitting concrete plate is provided with a first open groove and a second open groove, the second flanging of the first pendant is inserted into the first groove and is bonded through a second adhesive, and the first flanging of the second pendant is inserted into the second groove and is bonded through a third adhesive.
Preferably, the gap between the end face of the channel steel and the second light-transmitting concrete plate is 10-14 mm.
Preferably, the gap between the end face of the channel steel and the second light-transmitting concrete slab is 12 mm.
Preferably, the first, second and third adhesives are epoxy AB structural adhesive for stone reinforcement, respectively.
Preferably, the first hanging piece and the second hanging piece further comprise supporting plates integrally formed with the first flanging and the second flanging respectively.
Preferably, the supporting plate of the first hanging piece is fixedly connected with the first angle steel through a first fastening piece, and the first flanging of the first hanging piece is inserted into the first light-transmitting concrete plate and fixedly connected with the first angle steel.
Preferably, the supporting plate of the second hanging piece is fixedly connected with the second angle steel through a second fastener, and the second flanging of the second hanging piece is inserted into the third light-transmitting concrete plate and fixedly connected with the third light-transmitting concrete plate.
Preferably, the first angle steel and the second angle steel are integrally formed by a vertical plate and a transverse plate respectively, the vertical plate is fixedly connected to the stand column, and the transverse plate is fixedly connected with the first hanging piece and the second hanging piece respectively.
Preferably, the vertical plate is welded and fixed with the upright post.
Preferably, the upright is a rectangular steel pipe.
According to the utility model discloses a restore back printing opacity concrete slab curtain wall structure, second printing opacity concrete slab's gravity mainly bears through the second pendant of connecting on the second angle steel, the problem of the gap between first pendant and the second printing opacity concrete slab is solved to the second adhesive in pouring into second printing opacity concrete slab's the first recess into, the problem of the gap between second pendant and the second printing opacity concrete slab is solved to the third adhesive in pouring into second printing opacity concrete slab's the second recess into to avoid rocking. And simultaneously, the utility model discloses a restore back printing opacity concrete slab curtain wall structure, the bearing capacity of second pendant is strengthened through the channel-section steel and the first adhesive in the clearance between terminal surface and the second printing opacity concrete slab of pouring into the channel-section steel, solve the problem that can not resist the wind pressure that second adhesive and/or third adhesive inefficacy probably brought, can restore the building structure of stock and recycle according to this, save engineering cost in a large number, accelerate the construction progress, fine economy and social have, also have very strong popularization meaning.
Drawings
Fig. 1 is a cross-sectional view of a repaired light transmitting concrete panel curtain wall structure according to a preferred embodiment of the present invention;
FIG. 2 is an enlarged view of a portion of FIG. 1;
fig. 3 is a schematic structural view of the channel steel of fig. 1.
Detailed Description
The following description of the preferred embodiments of the present invention will be made with reference to the accompanying drawings.
As shown in fig. 1, the repaired light transmitting concrete panel curtain wall structure according to a preferred embodiment of the present invention comprises a pillar 1, a first angle iron 2a, a second angle iron 2b, a first hanger 3a, a second hanger 3b, a channel 4, a first light transmitting concrete panel 5a, a second light transmitting concrete panel 5b and a third light transmitting concrete panel 5c, the first angle iron 2a and the second angle iron 2b are fixedly connected to the upright 1 at intervals, one end of the first hanging piece 3a is fixedly connected with the first angle iron 2a, the other end of the first hanging piece 3a is fixedly connected with the first light-transmitting concrete plate 5a and the second light-transmitting concrete plate 5b, one end of the second hanging piece 3b is fixedly connected with the second angle iron 2b, the other end of the second hanging piece 3b is fixedly connected with the second light-transmitting concrete plate 5b and the third light-transmitting concrete plate 5c, and the channel steel 4 is fixedly connected with the first angle iron 2a and the second hanging piece 3b and is fixedly connected with the second light-transmitting concrete plate 5 b.
The column 1 extends vertically (in the figure, up and down), which in the present embodiment is shown as a rectangular steel tube, with dimensions of 200 x 100 x 4 mm.
The first angle 2a and the second angle 2b extend in the lateral direction (in the direction perpendicular to the paper surface in the drawing), and have the same configuration, and the first angle 2a will be described below as an example. As shown in fig. 2, the first angle steel 2a is formed by a vertical plate 21 and a horizontal plate 22 in an integrated manner, the vertical plate 21 is fixedly connected to the upright post 1 by welding, and the horizontal plate 22 is fixedly connected to the first hanging member 3 a. In the present embodiment, the type of the angle iron 2a, 2b is L50 × 5.
The first hanger 3a and the second hanger 3b extend in the longitudinal direction (in the left-right direction in the drawing), and have the same structure, and the first hanger 3a will be described below as an example. As shown in fig. 2, the first hanging member 3a is integrally formed by a supporting plate 31, a first flange 32 and a second flange 33, wherein the left end of the supporting plate 31 is overlapped on the cross plate 22 and is fixedly connected with the first angle steel 2a through a fastening member 31a (such as a stainless steel bolt assembly), the first flange 32 is fixedly connected by being inserted into the first translucent concrete plate 5a, and the second flange 33 is fixedly connected by being inserted into the second translucent concrete plate 5 b. In this embodiment, the hangers 3a, 3b are stainless steel hangers.
As shown in fig. 3, the channel 4 extends vertically (in the up-down direction in the figure), and in conjunction with fig. 1, the top end thereof is welded and fixed to the first angle 2a, the bottom end thereof is welded and fixed to the second hanger 3b, and the end surface 41 (see fig. 3) thereof facing the second translucent concrete plate 5b is connected and fixed to the second translucent concrete plate 5b by the first adhesive 6a (see fig. 2).
In particular, the gap between the end face 41 of the channel 4 and the second light transmitting concrete panel 5b is preferably 10-14mm, particularly preferably 12mm, into which the adhesive glue is injected to form the first adhesive 6 a.
The first translucent concrete plate 5a, the second translucent concrete plate 5b, and the third translucent concrete plate 5c have the same structure, and the second translucent concrete plate 5b will be described below as an example. As shown in fig. 1, the second translucent concrete plate 5b has a first recess opened upward at the top end thereof and a second recess opened downward at the bottom end thereof, the second burring 33 of the first hanger 3a is inserted into the first recess and bonded by the second adhesive 6b (see fig. 2), and the first burring 32 of the second hanger 3b is inserted into the second recess and bonded by the third adhesive (see the third adhesive 6c received in the second recess at the bottom end of the first translucent concrete plate 5a in fig. 2). In this embodiment, the size of the transparent concrete slabs 5a, 5b, 5c is 1000 × 500 × 50mm, and the adhesive 6a, 6b, 6c is epoxy AB structural adhesive for stone reinforcement.
In particular, the gravity of the second light transmitting concrete plate 5b of the present invention is mainly supported by the second hanging member 3b connected to the second angle iron 2b, the problem of the gap between the first hanging member 3a and the second light transmitting concrete plate 5b is solved by the second adhesive 6b injected into the first groove of the second light transmitting concrete plate 5b, and the problem of the gap between the second hanging member 3b and the second light transmitting concrete plate 5b is solved by the third adhesive 6c injected into the second groove of the second light transmitting concrete plate 5b, so as to avoid shaking. And simultaneously, the utility model discloses a channel-section steel 4 and the first adhesive 6a of pouring into the clearance between the terminal surface 41 of channel-section steel 4 and the second printing opacity concrete slab 5b strengthen the bearing capacity of second pendant 3b, solve the problem that can not resist the wind pressure that second adhesive 6b and/or third adhesive 6c inefficacy probably brought.
What has been described above is only the preferred embodiment of the present invention, not for limiting the scope of the present invention, but various changes can be made to the above-mentioned embodiment of the present invention. All the simple and equivalent changes and modifications made according to the claims and the content of the specification of the present invention fall within the scope of the claims of the present invention. The present invention is not described in detail in the conventional technical content.
Claims (10)
1. A repaired light-transmitting concrete slab curtain wall structure is characterized by comprising an upright post, a first angle steel, a second angle steel, a first pendant, a second pendant, a channel steel, a first light-transmitting concrete slab, a second light-transmitting concrete slab and a third light-transmitting concrete slab, wherein the first angle steel and the second angle steel are fixedly connected to the upright post at intervals, one end of the first pendant is fixedly connected with the first angle steel, the other end of the first pendant is fixedly connected with the first light-transmitting concrete slab and the second light-transmitting concrete slab, one end of the second pendant is fixedly connected with the second angle steel, the other end of the second pendant is fixedly connected with the second light-transmitting concrete slab and the third light-transmitting concrete slab, two ends of the channel steel are fixedly connected with the first angle steel and the second pendant, and the end face of the channel steel is fixedly connected with the second light-transmitting concrete slab through a first adhesive, the first pendant and the second pendant respectively comprise a first flanging and a second flanging which are integrally formed, the second light-transmitting concrete plate is provided with a first open groove and a second open groove, the second flanging of the first pendant is inserted into the first groove and is bonded through a second adhesive, and the first flanging of the second pendant is inserted into the second groove and is bonded through a third adhesive.
2. The repaired light transmitting concrete slab curtain wall structure as claimed in claim 1, wherein the gap between the end face of the channel steel and the second light transmitting concrete slab is 10-14 mm.
3. The repaired light transmitting concrete slab curtain wall structure as claimed in claim 2, wherein the gap between the end face of the channel steel and the second light transmitting concrete slab is 12 mm.
4. The repaired light transmitting concrete panel curtain wall structure as set forth in claim 1, wherein the first, second and third adhesives are epoxy AB structural adhesives for stone reinforcement, respectively.
5. The repaired light transmitting concrete panel curtain wall structure as set forth in claim 1, wherein the first and second hangers further comprise support plates integrally formed with the first and second flanges, respectively.
6. The repaired light transmitting concrete slab curtain wall structure as claimed in claim 5, wherein the support plate of the first hanger is fixedly connected with the first angle steel through a first fastener, and the first flange of the first hanger is fixedly connected with the first light transmitting concrete slab by being inserted into the first light transmitting concrete slab.
7. The repaired light transmitting concrete slab curtain wall structure as claimed in claim 5, wherein the support plate of the second hanger is fixedly connected with the second angle iron through a second fastener, and the second flange of the second hanger is fixedly connected with the third light transmitting concrete slab by being inserted into the third light transmitting concrete slab.
8. The repaired light transmitting concrete panel curtain wall structure as claimed in claim 1, wherein the first angle steel and the second angle steel are respectively formed integrally by a vertical plate and a horizontal plate, the vertical plate is fixedly connected to the upright post, and the horizontal plate is respectively fixedly connected to the first hanging member and the second hanging member.
9. The repaired light transmitting concrete panel curtain wall structure as set forth in claim 8, wherein the riser is welded and fixed to the pillar.
10. The repaired light transmitting concrete panel curtain wall structure as set forth in claim 1, wherein the columns are rectangular steel tubes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022629738.8U CN214169581U (en) | 2020-11-13 | 2020-11-13 | Restore back printing opacity concrete slab curtain wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022629738.8U CN214169581U (en) | 2020-11-13 | 2020-11-13 | Restore back printing opacity concrete slab curtain wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214169581U true CN214169581U (en) | 2021-09-10 |
Family
ID=77600462
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022629738.8U Active CN214169581U (en) | 2020-11-13 | 2020-11-13 | Restore back printing opacity concrete slab curtain wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214169581U (en) |
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2020
- 2020-11-13 CN CN202022629738.8U patent/CN214169581U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: A repaired transparent concrete slab curtain wall structure Effective date of registration: 20231205 Granted publication date: 20210910 Pledgee: Industrial Bank Co.,Ltd. Shanghai Exchange Branch Pledgor: Shanghai Tongzheng aluminum structure construction technology Co.,Ltd. Registration number: Y2023310000804 |