CN208329277U - Steel construction curtain wall structure - Google Patents
Steel construction curtain wall structure Download PDFInfo
- Publication number
- CN208329277U CN208329277U CN201820698723.7U CN201820698723U CN208329277U CN 208329277 U CN208329277 U CN 208329277U CN 201820698723 U CN201820698723 U CN 201820698723U CN 208329277 U CN208329277 U CN 208329277U
- Authority
- CN
- China
- Prior art keywords
- wire box
- steel construction
- curtain wall
- keel
- wall structure
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 33
- 239000010959 steel Substances 0.000 title claims abstract description 33
- 238000010276 construction Methods 0.000 title claims abstract description 27
- 238000005192 partition Methods 0.000 claims abstract description 24
- 230000003014 reinforcing effect Effects 0.000 claims description 31
- 241000132536 Cirsium Species 0.000 claims description 3
- 239000011490 mineral wool Substances 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract description 6
- 238000011900 installation process Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 229920000742 Cotton Polymers 0.000 description 1
- 238000010923 batch production Methods 0.000 description 1
- 210000000988 bone and bone Anatomy 0.000 description 1
- 230000005611 electricity Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000004080 punching Methods 0.000 description 1
- 239000011435 rock Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a kind of steel construction curtain wall structures in steel building field, including vertical keel and it is covered on the partition plates of vertical keel two sides, vertical keel lower end is fixed in lower transom, it further include the circuit pipeline being arranged in length and breadth and supply hub wire box, the opening passed through for lateral circuit pipeline is equipped with above vertical keel, supply hub wire box is located in the fixed device of wire box, cross-brace keel are equipped with below the fixed device of wire box, the position of partition plate corresponding power jack wire box is equipped with supply hub wire box panel.The steel construction curtain wall structure of the utility model is applied to steel building, in partition wall installation process, can intert circuit pipeline installation, reserve supply hub wire box, the laying efficiency of internal circuit pipeline can be promoted while guaranteeing steel construction partition wall intensity.
Description
Technical field
The utility model relates to steel buildings, more particularly, to a kind of steel construction curtain wall structure.
Background technique
For steel building compares traditional concrete construction, with steel plate or fashioned iron instead of armored concrete, intensity
Higher, shock resistance is more preferable.And since component can be made with batch production, in-site installation, thus greatly reduce the duration.Due to steel
It is reusable, building waste can be greatly reduced, it is more environmentally protective, thus be widely used by countries in the world.
For existing steel construction partition wall in order to disperse the stress of each keel, keel frame is mostly groined type or chiasma type, but
It is that such keel frame will lead to circuit pipeline laying inconvenience in wall, and work as keel frame and the punching of partition wall inner tube line position
When prominent, needing to destroy keel just can be carried out normal mounting, and partition wall intensity is caused to be deteriorated.
Utility model content
The purpose of the utility model is to provide a kind of steel construction curtain wall structures for facilitating circuit pipeline to be laid with.
Purpose of the utility model is realized as follows: a kind of steel construction curtain wall structure, including vertical keel and it is covered on
The partition plate of vertical keel two sides, vertical keel lower end are fixed in lower transom, further include the circuit pipeline being arranged in length and breadth and
Supply hub wire box, vertical keel top are equipped with the opening passed through for lateral circuit pipeline, and supply hub wire box is located at wire box
In fixed device, cross-brace keel are equipped with below the fixed device of wire box, the position of partition plate corresponding power jack wire box is equipped with
Supply hub wire box panel.
The steel construction curtain wall structure of the utility model, which is applied to steel building, can intert electricity in partition wall installation process
The installation of road pipeline, has reserved supply hub wire box, internal circuit pipeline can be promoted while guaranteeing steel construction partition wall intensity
It is laid with efficiency.
The position of vertical keel corresponding opening is equipped with the first reinforcing member as a further improvement of the utility model, to increase
The intensity of strong vertical keel opening.
Cross-brace keel cross section is in rectangle as a further improvement of the utility model, and vertical keel, which is equipped with, to be supplied
The notch that cross-brace keel are inserted into from side facilitates the connection of vertical keel and cross-brace keel.
The position that vertical keel corresponds to notch as a further improvement of the utility model, is equipped with the second reinforcing member, to mention
Rise the intensity of vertical keel gap position.
The cross section of vertical keel, the first reinforcing member and the second reinforcing member is equal as a further improvement of the utility model,
It is C-shaped, and the first reinforcing member and the second reinforcing member snapping enter in vertical keel, and are connected by fastener.
The second reinforcing member side, which is equipped with, as a further improvement of the utility model, is inserted into for cross-brace keel from side
The second notch, the side that the second reinforcing member opens up the second notch connects with the side for not opening up notch on vertical keel, with side
Just the installation of the second reinforcing member, and enhance the intensity of vertical keel gap position.
The fixed device cross section of wire box is U-shaped as a further improvement of the utility model, U-shaped opening towards side,
Facilitate the fixation of supply hub wire box.
The jack spacing of adjacent power jack wire box is greater than 600mm as a further improvement of the utility model, guarantees to make
With safety.
It is fixed between the circuit pipeline being arranged in length and breadth as a further improvement of the utility model, by pipe clamp.
Vertical keel lower end is fixed in lower transom as a further improvement of the utility model, and connection type is simple
Reliably.
Partition plate is the Thistle board that thickness is not less than 15mm, partition plate as a further improvement of the utility model,
Between be 80kg/m3 filled with dry density rock wool, enhance the heat preservation of partition wall, heat-insulated, sound insulation value.
Detailed description of the invention
Fig. 1 is the schematic diagram of the steel construction curtain wall structure of the utility model.
Fig. 2 is the vertical keel and the first reinforcing member connection schematic diagram of the steel construction curtain wall structure of the utility model.
Fig. 3 is the vertical keel and the second reinforcing member connection schematic diagram of the steel construction curtain wall structure of the utility model.
Wherein, 1 vertical keel, 1A opening, 1B notch, 2 partition plates, 3 circuit pipelines, 4 supply hub wire box, 5 wire box
Fixed device, 6 cross-brace keel, 7 supply hub wire box panels, 8 first reinforcing members, 8A opening, 9 second reinforcing members, 9A
Second notch, 10 pipe clamps, 11 lower transoms.
Specific embodiment
Steel construction curtain wall structure as shown in Figure 1 including the C-shaped vertical keel 1 in cross section and is covered on vertical keel 1
The partition plate 2 of two sides, 1 lower end of vertical keel are fixed in lower transom 11.Circuit pipeline 3 and power supply are equipped between partition plate 2
Jack wire box 4.Circuit pipeline 3 is arranged in length and breadth, fixed by pipe clamp 10 between lateral raceway for wiring and the raceway for wiring of longitudinal direction.
The opening 1A passed through for lateral circuit pipeline 3 is equipped with above vertical keel 1, supply hub wire box 4 is located at the fixed device 5 of wire box
Interior, fixed 5 cross section of device of wire box is U-shaped, and U-shaped opening facilitates the fixation of supply hub wire box 4 towards side.Wire box is solid
Determine to be equipped with cross-brace keel 6 below device 5, is used to support the fixed device 5 of wire box.2 corresponding power jack wire box 4 of partition plate
Position is equipped with supply hub wire box panel 7.The jack spacing of the adjacent power jack wire box of steel construction curtain wall structure is greater than
600mm, partition plate are the Thistle board that thickness is not less than 15mm, the rock for being 80kg/m3 filled with dry density between partition plate
Cotton.
As shown in Fig. 2, the position of 1 corresponding opening 1A of vertical keel is equipped with the first reinforcing member 8,8 cross section of the first reinforcing member
Also C-shaped, be open it is opposite snap onto vertical keel 1, on vertical keel 1 and the first reinforcing member 8 corresponding position be equipped with connection
Hole is realized by fastener and is connected.
As shown in Figure 1,3,6 cross section of cross-brace keel be in rectangle, vertical keel 1 be equipped with for cross-brace keel from
The position of the notch 1B of side insertion, the corresponding notch 1B of vertical keel 1 are equipped with the second reinforcing member 9,9 cross section of the second reinforcing member
It is C-shaped, be open it is opposite snap onto vertical keel 1, on vertical keel 1 and the second reinforcing member 9 corresponding position be equipped with connecting hole,
It is realized and is connected by fastener.The installation of second reinforcing member 9 for convenience, the second reinforcing member 9 are equipped with the second notch 9A, installation
When, the second reinforcing member 9 is caught in cross-brace keel 6 along the second notch 9A first, and then transversely support keel 6 slides into vertical dragon
In bone 1, the side that notch 9A is opened up on the second reinforcing member 9 connects with the side that vertical keel 1 does not open up notch 1B, then by tight
Firmware is fixedly connected.
The utility model is not limited to above-described embodiment, on the basis of technical solution disclosed by the utility model, this
For the technical staff in field according to disclosed technology contents, not needing creative labor can be special to some of which technology
Sign makes some replacements and deformation, these replacements and deformation are within the protection scope of the present utility model.
Claims (10)
1. a kind of steel construction curtain wall structure, including vertical keel and it is covered on the partition plates of the vertical keel two sides, it is described perpendicular
It is fixed in lower transom to keel lower end, it is characterised in that: it further include the circuit pipeline being arranged in length and breadth and supply hub wire box,
The opening passed through for the lateral circuit pipeline is equipped with above the vertical keel, it is solid that the supply hub wire box is located at wire box
Determine in device, is equipped with cross-brace keel below the fixed device of the wire box, the partition plate corresponds to the supply hub wire box
Position be equipped with supply hub wire box panel.
2. steel construction curtain wall structure according to claim 1, it is characterised in that: the vertical keel corresponds to the opening
Position is equipped with the first reinforcing member.
3. steel construction curtain wall structure according to claim 2, it is characterised in that: cross-brace keel cross section is in square
Shape, the vertical keel are equipped with the notch being inserted into for the cross-brace keel from side.
4. steel construction curtain wall structure according to claim 3, it is characterised in that: the vertical keel corresponds to the notch
Position be equipped with the second reinforcing member.
5. steel construction curtain wall structure according to claim 4, it is characterised in that: the vertical keel, the first reinforcing member and
The cross section of second reinforcing member is C-shaped, and first reinforcing member and the second reinforcing member snapping enter in the vertical keel, and
It is connected by fastener.
6. steel construction curtain wall structure according to claim 5, it is characterised in that: second reinforcing member side is equipped with for institute
State the second notch that cross-brace keel are inserted into from side, second reinforcing member open up the side of second notch with it is described
The side for not opening up the notch on vertical keel connects.
7. steel construction curtain wall structure according to claim 1, it is characterised in that: the fixed device cross section of the wire box is in U
Type, the U-shaped opening is towards side.
8. steel construction curtain wall structure according to claim 1-7, it is characterised in that: the adjacent supply hub line
The jack spacing of box is greater than 600mm.
9. steel construction curtain wall structure according to claim 1-7, it is characterised in that: the circuit being arranged in length and breadth
It is fixed between pipeline by pipe clamp.
10. steel construction curtain wall structure according to claim 1-7, it is characterised in that: the partition plate is thickness
Thistle board not less than 15mm, the rock wool for being 80kg/m3 filled with dry density between the partition plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820698723.7U CN208329277U (en) | 2018-05-11 | 2018-05-11 | Steel construction curtain wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820698723.7U CN208329277U (en) | 2018-05-11 | 2018-05-11 | Steel construction curtain wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208329277U true CN208329277U (en) | 2019-01-04 |
Family
ID=64776940
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820698723.7U Expired - Fee Related CN208329277U (en) | 2018-05-11 | 2018-05-11 | Steel construction curtain wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208329277U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110453822A (en) * | 2019-08-27 | 2019-11-15 | 金螳螂精装科技（苏州）有限公司 | A kind of lightgage steel joist component and its installation method for exempting from false keel |
| CN110453823A (en) * | 2019-08-27 | 2019-11-15 | 金螳螂精装科技（苏州）有限公司 | A kind of light steel keel partition and its installation method for exempting from false keel |
| CN110469007A (en) * | 2019-07-30 | 2019-11-19 | 北新集团建材股份有限公司 | Fixed keel, keel of partition wall, keel of partition wall component and its assemble method, partition wall |
| CN110469009A (en) * | 2019-07-30 | 2019-11-19 | 北新集团建材股份有限公司 | A kind of keel with power connection mechanism, keel of partition wall component and its assemble method |
| CN112814213A (en) * | 2020-12-31 | 2021-05-18 | 北新集团建材股份有限公司 | Assembly type wall with wire box and installation method thereof |
-
2018
- 2018-05-11 CN CN201820698723.7U patent/CN208329277U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110469007A (en) * | 2019-07-30 | 2019-11-19 | 北新集团建材股份有限公司 | Fixed keel, keel of partition wall, keel of partition wall component and its assemble method, partition wall |
| CN110469009A (en) * | 2019-07-30 | 2019-11-19 | 北新集团建材股份有限公司 | A kind of keel with power connection mechanism, keel of partition wall component and its assemble method |
| CN110453822A (en) * | 2019-08-27 | 2019-11-15 | 金螳螂精装科技（苏州）有限公司 | A kind of lightgage steel joist component and its installation method for exempting from false keel |
| CN110453823A (en) * | 2019-08-27 | 2019-11-15 | 金螳螂精装科技（苏州）有限公司 | A kind of light steel keel partition and its installation method for exempting from false keel |
| CN112814213A (en) * | 2020-12-31 | 2021-05-18 | 北新集团建材股份有限公司 | Assembly type wall with wire box and installation method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190104 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |