CN208858055U - Steel construction Fabricated balcony column bridge cut-off node - Google Patents
Steel construction Fabricated balcony column bridge cut-off node Download PDFInfo
- Publication number
- CN208858055U CN208858055U CN201821233522.6U CN201821233522U CN208858055U CN 208858055 U CN208858055 U CN 208858055U CN 201821233522 U CN201821233522 U CN 201821233522U CN 208858055 U CN208858055 U CN 208858055U
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- China
- Prior art keywords
- outer casing
- steel
- bridge cut
- column
- steel construction
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- 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.)
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Abstract
The utility model discloses a kind of steel construction Fabricated balcony column bridge cut-off nodes; including steel column and outer casing; the outer casing on the outside of steel column is gone along with sb. to guard him to be spliced by outer casing I and outer casing II; surface is successively from inside to outside for the outer casing I are as follows: insulation board I, steel wire I and cement mortar protection board I; built-in connection I is provided on outer casing I; the direct inner end of built-in connection I is directly anchored to steel column side; II hierarchical structure of outer casing is directly anchored to the steel column other side with outer casing I, and by the built-in connection II on outer casing II.The utility model is factory's production convenient for construction and installation, backplate therein, and site operation is fabricated construction, it is thus only necessary to carry out grouting operation, construction efficiency is higher.
Description
Technical field
The utility model is related to steel construction assembled architecture technical field.
Background technique
By taking assembling type steel structure house as an example, the main part of building is steel construction, including steel column and girder steel, steel therein
Penetrated through each other between column and girder steel, that is to say, that steel building penetrates through each other on the whole, steel itself be heat and
Cold good conductor, cold and hot conduction easy to form.For the generation for avoiding such case, need in steel construction, steel column, the steel of leakage
Beam portion position carries out heat preservationization processing.
Balcony column is exactly the steel construction that balcony position is supported as its name suggests, its main feature is that four sides does not have wall attached,
Balcony steel column position in steel construction carries out steel column heat preservation in such a way that scene is laid with insulation board or spray coating heat preservation plate at present,
Main purpose is to solve the problems, such as the heat preservation of steel column.Existing steel column Insulation, needs site operation, and field operation is dirty and messy
Difference, construction efficiency is low, is unable to satisfy the requirement in new process for fabricated construction.
Utility model content
In order to solve the deficiencies in the prior art, the utility model provides a kind of steel construction Fabricated balcony column bridge cut-off node,
Technical problems to be solved are to realize to install the assembled at Steel balcony column position.
The utility model solves technical solution used by its technical problem are as follows: steel construction Fabricated balcony column bridge cut-off section
Point, including steel column and outer casing, which is characterized in that
It goes along with sb. to guard him the outer casing on the outside of steel column to be spliced by outer casing I and outer casing II, the outer casing I is in
Exterior surface is successively are as follows: insulation board I, steel wire I and cement mortar protection board I are provided with built-in connection on outer casing I
I, the direct inner end of built-in connection I is directly anchored to steel column side,
II hierarchical structure of outer casing is directly anchored to steel with outer casing I, and by the built-in connection II on outer casing II
The column other side.
Further, the outer casing I and outer casing II are symmetrically arranged, and structure construction is identical.
Further, the outer casing I and II section of outer casing are one of C font, V-shaped or L-shaped.
Further, the insulation board I, II is XPS plate or styrofoam.
Further, the insulation board is I, II with a thickness of 50 millimeters.
Further, cement mortar protection board I, II is with a thickness of 20 millimeters.
Further, outer casing I and II section of outer casing equal thickness everywhere.
Further, the built-in connection I, II structure are identical, and all include screw and nylon pin, wherein described
Nylon pin is threaded through in insulation board, and the screw is located in cement mortar protection board.
Further, company is fixed by a dowel screw respectively between the built-in connection I, II and steel column
It connects.
The beneficial effects of the utility model are: presence of the utility model by insulation board, realizes the packet at steel column position
It covers and is designed with bridge cut-off, with better disconnected heat, cold effect of breaking.
Convenient for constructing and installing, backplate therein is factory's production, and site operation is fabricated construction, it is thus only necessary to be carried out
Grouting operation, construction efficiency are higher.
Built-in connection itself has good bridge cut-off effect, and the benign bonding between sketch plate and plate may be implemented,
Has the effect of cracking resistance.
Detailed description of the invention
Fig. 1 is one of steel construction Fabricated balcony column bridge cut-off node diagram.
Fig. 2 is the two of steel construction Fabricated balcony column bridge cut-off node diagram.
Fig. 3 is the three of steel construction Fabricated balcony column bridge cut-off node diagram.
In figure: 100 steel columns,
200 outer casings I, 210 50 millimeters of insulation boards I, 220 steel wires I, 230 20 millimeters of cement mortar protection boards I, 240
Screw I, 250 nylon pins I,
300 outer casings II, 310 50 millimeters of insulation boards II, 320 steel wires II, 330 20 millimeters of cement mortar protection boards
II, 340 screws II, 350 nylon pins II,
400 dowel screws I,
500 dowel screws II.
Specific embodiment
In steel construction assembled-type house technology, steel construction is made of steel column and girder steel, and steel column and girder steel it
Between frame part installation prefabricated panel or cast-in-place wallboard gone along with sb. to guard him, formed house.
At balcony position, steel column primarily serves supporting role, but due to the steel column at balcony position top and steel construction master
It is perforation between body, needs to carry out heat preservation protection.
The wherein generally rectangular steel pipe of steel column 100, the utility model are exactly to pass through steel column position to carry out going along with sb. to guard him to have been formed
Complete cold bridge cut-off has better heat insulation effect.
Steel column 100 itself carries out preservative treatment.It is formed around steel column and node is installed, in this node, steel column is located at building
The balcony position of main body needs to form insulating layer building enclosure in the periphery of steel column 100.And carry out fabricated construction.Divide below
It is other that its detailed construction is explained.
Guard portion includes outer casing I and outer casing II, and two parts splicing forms, and is filled out at splicing seams using mortar
Seam.
Outer casing I 200 is gone along with sb. to guard him in the outside of steel column, and surface is successively from inside to outside are as follows: 50 millimeters of insulation boards I 210, steel wires
Net I 220 and 20 millimeter cement mortar protection board I 230, steel wire I 210 is arranged in 20 millimeters of cement mortar protection boards I, and leans on
Nearly inside, for enhancing integral strength.
Outer casing II 300, level are arranged with outer casing I.
Splicing is assemblied in the outside of steel column between two outer casings, is formed after splicing and is equal to profile with steel column, such as this
It is square shape in embodiment, shape design, such as the steel column of eight traditional prism structures can also be carried out according to steel column profile.
Built-in connection I is provided on outer casing I 200, which includes screw I 240 and nylon pin I
250, wherein nylon pin I is threaded through in 50 millimeters of insulation boards I, and screw I is threaded through in 20 millimeters of cement mortar protection boards I, and
It is threadedly coupled between screw I and nylon pin I, forms one, it is solid by dowel screw I 400 in the inner end of nylon pin I
It is scheduled on steel column, it is corresponding that threaded hole is provided on steel column.
Likewise, surface is successively from inside to outside for outer casing II 300 are as follows: 50 millimeters of insulation boards II 310, II 320 and of steel wire
20 millimeters of cement mortar protection boards II 330, steel wire II 310 are arranged in 20 millimeters of cement mortar protection boards II, and close to interior
Side, for enhancing integral strength.Built-in connection II is provided on outer casing II, which includes screw II
340 and nylon pin II 350, wherein nylon pin II is threaded through in 50 millimeters of insulation boards, and screw II is threaded through 20 millimeters of cement
It in mortar protection board, and is threadedly coupled between screw II and nylon pin II, forms one.In the inner end of nylon pin II
It is fixed on steel column by dowel screw 500 II.
Outer casing I and II section of outer casing equal thickness everywhere.
Referring to figs. 1 to Fig. 3, the shape of outer casing can be designed, before guaranteeing to assemble construction safety convenience
It puts, outer casing I is designed to mutually isostructural section configuration with outer casing II by preferential selection, which can be the C in Fig. 1
Font, or the V-shaped in Fig. 2, or the L-shaped in Fig. 3 can realize good assembly performance.
For convenient for stitching operation, in the two sides of 50 millimeters of insulation boards and the stitching portion of wallboard, the protrusion of 50 millimeters of insulation boards
In 20 millimeters of cement mortar protection board two sides, projective structure is formed.
The insulation board can be XPS plate or styrofoam.
Construction method is as follows:
Outer casing I, II is made in pre-fabricated factory first, then outer casing I, II is mounted on to the two sides of steel column, using double
Head screw I, II is attached, and carries out joint filling processing, forms building enclosure in the periphery of steel column.
Principle, 50 millimeters of insulation boards in sketch plate on the outside of steel column form the thermal insulation layer of equal thickness, have and protect well
Temp effect, meanwhile, the nylon pin in built-in connection also has the function of disconnected heat, sets so foring bridge cut-off on the outside of steel column
Meter.Meanwhile it can easily carry out fabricated construction installation.
Embodiment described above is only that preferred embodiments of the present invention are described, not practical to this
Novel range is defined, and under the premise of not departing from the spirit of the design of the utility model, relevant technical staff in the field is to this
The various changes and improvements of utility model should all expand in the protection scope as determined by the utility model claims book.
Claims (9)
1. steel construction Fabricated balcony column bridge cut-off node, including steel column and outer casing, which is characterized in that
It goes along with sb. to guard him the outer casing on the outside of steel column to be spliced by outer casing I and outer casing II, the outer casing I is from inside to outside
Surface is successively are as follows: insulation board I, steel wire I and cement mortar protection board I are provided with built-in connection I, in advance on outer casing I
It buries the direct inner end of connector I and is directly anchored to steel column side,
II hierarchical structure of outer casing is with outer casing I, and it is another by the built-in connection II on outer casing II to be directly anchored to steel column
Side.
2. steel construction Fabricated balcony column bridge cut-off node according to claim 1, which is characterized in that I He of outer casing
Outer casing II is symmetrically arranged, and structure construction is identical.
3. steel construction Fabricated balcony column bridge cut-off node according to claim 2, which is characterized in that I He of outer casing
II section of outer casing is one of C font, V-shaped or L-shaped.
4. steel construction Fabricated balcony column bridge cut-off node according to claim 1, which is characterized in that the insulation board I, II
For XPS plate or styrofoam.
5. steel construction Fabricated balcony column bridge cut-off node according to claim 4, which is characterized in that the insulation board be I,
II with a thickness of 50 millimeters.
6. steel construction Fabricated balcony column bridge cut-off node according to claim 1, which is characterized in that cement mortar protection board
I, II with a thickness of 20 millimeters.
7. steel construction Fabricated balcony column bridge cut-off node according to claim 1, which is characterized in that outer casing I and outer shield
II section of plate equal thickness everywhere.
8. steel construction Fabricated balcony column bridge cut-off node according to claim 1, which is characterized in that the built-in connection
I, II structure is identical, and all includes screw and nylon pin, wherein the nylon pin is threaded through in insulation board, the screw
It is located in cement mortar protection board.
9. steel construction Fabricated balcony column bridge cut-off node according to claim 8, which is characterized in that the built-in connection
I, it is fixedly connected respectively by a dowel screw between II and steel column.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821233522.6U CN208858055U (en) | 2018-08-01 | 2018-08-01 | Steel construction Fabricated balcony column bridge cut-off node |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821233522.6U CN208858055U (en) | 2018-08-01 | 2018-08-01 | Steel construction Fabricated balcony column bridge cut-off node |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208858055U true CN208858055U (en) | 2019-05-14 |
Family
ID=66413641
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821233522.6U Expired - Fee Related CN208858055U (en) | 2018-08-01 | 2018-08-01 | Steel construction Fabricated balcony column bridge cut-off node |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208858055U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111705917A (en) * | 2020-06-22 | 2020-09-25 | 中国五冶集团有限公司 | Balcony structure |
| CN116180972A (en) * | 2023-04-28 | 2023-05-30 | 北华航天工业学院 | Assembled steel structure capable of reducing energy consumption |
-
2018
- 2018-08-01 CN CN201821233522.6U patent/CN208858055U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111705917A (en) * | 2020-06-22 | 2020-09-25 | 中国五冶集团有限公司 | Balcony structure |
| CN116180972A (en) * | 2023-04-28 | 2023-05-30 | 北华航天工业学院 | Assembled steel structure capable of reducing energy consumption |
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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: 20190514 Termination date: 20200801 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |