CN204781454U - Dress unit formula partition wall structure is hung to superelevation steel construction - Google Patents
Dress unit formula partition wall structure is hung to superelevation steel construction Download PDFInfo
- Publication number
- CN204781454U CN204781454U CN201520457491.2U CN201520457491U CN204781454U CN 204781454 U CN204781454 U CN 204781454U CN 201520457491 U CN201520457491 U CN 201520457491U CN 204781454 U CN204781454 U CN 204781454U
- Authority
- CN
- China
- Prior art keywords
- surface layer
- clamping plate
- steel work
- plate surface
- magnesium
- 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
Landscapes
- Finishing Walls (AREA)
Abstract
The utility model provides a go up U -shaped couple and lower U -shaped couple that the interval set up on dress unit formula partition wall structure is hung to superelevation steel construction included main part steel construction and main part steel construction lateral surface, the main part steel construction is linked up with through last U -shaped and is articulated adjacent cell board from top to bottom with lower U -shaped, and the cell board includes cell board and lower cell board. The utility model discloses rational in infrastructure, the length of U -shaped couple can satisfy the cell board deformation of direction from top to bottom, and the width of U -shaped couple can satisfy the deformation that the direction was controlled to the cell board to this reaches the demand that satisfies the cell board and follow main part steel structural distortion, can prevent effectively that the crack from appearing in the partition wall, the utility model discloses can realize batch production processing, the manpower is practiced thrift to the on -the -spot dress of hanging, and simple to operate is convenient for implement to improve construction speed and efficiency of construction greatly, reduce construction cost, and the appearance is pleasing to the eye, thereby effectively guarantees construction quality.
Description
Technical field
The utility model belongs to Decorating Project constructing structure technical field, and particularly a kind of superelevation steel work solving superelevation steel work partition wall crack problem mounts modular curtain wall structure.
Background technology
At present, in decorations partition wall engineering, particularly in tower building, the Normal practice of superelevation steel work partition wall is employing skeleton, panel is all disposable is fixed on main body steel work, because partition wall can not be out of shape with main body steel work, causes partition wall to occur crack problem.Not only speed of application is slow, machining accuracy is not high for the construction method of this pure scene processing, and partition wall itself does not have the space of distortion, and partition wall produces crack and can hardly be avoided, and occurs these quality problems, greatly can affect the attractive in appearance of partition wall and use.
Utility model content
The purpose of this utility model is to provide a kind of superelevation steel work rational in infrastructure, that be convenient to implement to install and speed of application is fast and mounts modular curtain wall structure.
For achieving the above object, the technical solution of the utility model is: a kind of superelevation steel work mounts modular curtain wall structure, comprise spaced upper U-shaped hook and lower U-shaped hook on main body steel work and main body steel work lateral surface, described main body steel work is linked up with by upper U-shaped and lower U-shaped is mounted with neighbouring unit board, and unit board comprises unit board and lower unit plate; Described upper unit board comprises the upper housing of keel inside casing and upper keel inside casing outer ring, inverted U-shaped hook is provided with inside upper housing, upper keel inside casing and upper housing both sides are respectively equipped with interior magnesium clamping plate surface layer and outer magnesium clamping plate surface layer, and upper unit board is mounted with upper U-shaped hook by upper inverted U-shaped hook mutually with main body steel work; Lower unit plate comprises the lower housing of lower keel inside casing and lower keel inside casing outer ring, lower inverted U-shaped hook is provided with inside lower housing, lower keel inside casing and lower housing both sides are respectively equipped with interior magnesium clamping plate surface layer and outer magnesium clamping plate surface layer, and lower unit plate is mounted with lower U-shaped hook by lower inverted U-shaped hook mutually with main body steel work.
The gap of the outer magnesium clamping plate surface layer of adjacent cells plate is 15mm, is provided with V-arrangement fillet in the gap between outer magnesium clamping plate surface layer.
Rock wool packed layer is filled with between described interior magnesium clamping plate surface layer and outer magnesium clamping plate surface layer.
Gap between described main body steel work and unit board is 40mm; The thickness of interior magnesium clamping plate surface layer and outer magnesium clamping plate surface layer is 12mm; The thickness of rock wool packed layer is 50mm.
The height of described unit board is not more than 3.0m, width is not more than 1.2m.
Compared with prior art, advantage of the present utility model is:
1, the utility model comprises spaced upper U-shaped hook and lower U-shaped hook on main body steel work and main body steel work lateral surface, described main body steel work is linked up with by upper U-shaped and lower U-shaped is mounted with neighbouring unit board, and unit board comprises unit board and lower unit plate; Described upper unit board comprises the upper housing of keel inside casing and upper keel inside casing outer ring, inverted U-shaped hook is provided with inside upper housing, upper keel inside casing and upper housing both sides are respectively equipped with interior magnesium clamping plate surface layer and outer magnesium clamping plate surface layer, and upper unit board is mounted with upper U-shaped hook by upper inverted U-shaped hook mutually with main body steel work; Lower unit plate comprises the lower housing of lower keel inside casing and lower keel inside casing outer ring, lower inverted U-shaped hook is provided with inside lower housing, lower keel inside casing and lower housing both sides are respectively equipped with interior magnesium clamping plate surface layer and outer magnesium clamping plate surface layer, lower unit plate is mounted with lower U-shaped hook by lower inverted U-shaped hook mutually with main body steel work, it is rational in infrastructure, the length of U-shaped hook can meet the distortion of unit board above-below direction, the width of U-shaped hook can meet the distortion of unit board left and right directions, reach with this demand meeting unit board and be out of shape with main body steel work, can effectively prevent partition wall from occurring crack; The utility model can realize batch production processing, and scene mounts, and saves manpower, easy for installation, is convenient to implement, thus greatly improves speed of application and efficiency of construction, reduce construction cost, and good looking appearance, thus effectively ensure construction quality.
2, the gap of the outer magnesium clamping plate surface layer of adjacent cells plate is 15mm, is provided with V-arrangement fillet, is convenient to the overlap joint between adjacent cells plate in the gap outside between magnesium clamping plate surface layer, and easy construction is quick, and efficiency of construction is high.
3, between interior magnesium clamping plate surface layer and outer magnesium clamping plate surface layer, be filled with rock wool packed layer, there is good soundproof effect.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Superelevation steel work as shown in Figure 1 mounts modular curtain wall structure, it comprises spaced upper U-shaped hook 9 and lower U-shaped hook 10 on main body steel work 1 and main body steel work 1 lateral surface, main body steel work 1 is mounted with neighbouring unit board 2 by upper U-shaped hook 9 and lower U-shaped hook 10, and the gap between main body steel work 1 and unit board 2 is 40mm.
Unit board 2 comprises unit board and lower unit plate, described upper unit board comprises the upper housing 7 of keel inside casing 5 and upper keel inside casing 5 outer ring, inverted U-shaped hook 11 is provided with inside upper housing 7, upper keel inside casing 5 is respectively equipped with interior magnesium clamping plate surface layer 3 and outer magnesium clamping plate surface layer 4 with upper housing 7 both sides, and upper unit board is linked up with 9 with main body steel work 1 by upper inverted U-shaped hook 11 and upper U-shaped and mounted mutually; Lower unit plate comprises the lower housing 8 of lower keel inside casing 6 and lower keel inside casing 6 outer ring, lower inverted U-shaped hook 12 is provided with inside lower housing 8, lower keel inside casing 6 and lower housing 8 both sides are respectively equipped with interior magnesium clamping plate surface layer 3 and outer magnesium clamping plate surface layer 4, and lower unit plate is linked up with 10 with main body steel work 1 by lower inverted U-shaped hook 12 and lower U-shaped and mounted mutually.Between interior magnesium clamping plate surface layer 3 and outer magnesium clamping plate surface layer 4, be filled with rock wool packed layer 13, there is good soundproof effect.
In the utility model, the gap of the outer magnesium clamping plate surface layer 4 of adjacent cells plate 2 is 15mm, is provided with V-arrangement fillet 14, is convenient to the overlap joint between adjacent cells plate 2 in the gap outside between magnesium clamping plate surface layer 4, and easy construction is quick, and efficiency of construction is high.
In the present embodiment, the height of unit board 2 is not more than 3.0m, width is not more than 1.2m; The thickness of interior magnesium clamping plate surface layer 3 and outer magnesium clamping plate surface layer 4 is 12mm; The thickness of rock wool packed layer 13 is 50mm; Upper keel inside casing 5 and lower keel inside casing 6 all adopt 75 serial lightgage steel joists to make, and upper housing 7 and lower housing 8 all adopt the thick zinc-plated square steel pipe welding of 60X40X2.5 to make.
Claims (5)
1. a superelevation steel work mounts modular curtain wall structure, it is characterized in that: comprise spaced upper U-shaped hook and lower U-shaped hook on main body steel work and main body steel work lateral surface, described main body steel work is linked up with by upper U-shaped and lower U-shaped is mounted with neighbouring unit board, and unit board comprises unit board and lower unit plate; Described upper unit board comprises the upper housing of keel inside casing and upper keel inside casing outer ring, inverted U-shaped hook is provided with inside upper housing, upper keel inside casing and upper housing both sides are respectively equipped with interior magnesium clamping plate surface layer and outer magnesium clamping plate surface layer, and upper unit board is mounted with upper U-shaped hook by upper inverted U-shaped hook mutually with main body steel work; Lower unit plate comprises the lower housing of lower keel inside casing and lower keel inside casing outer ring, lower inverted U-shaped hook is provided with inside lower housing, lower keel inside casing and lower housing both sides are respectively equipped with interior magnesium clamping plate surface layer and outer magnesium clamping plate surface layer, and lower unit plate is mounted with lower U-shaped hook by lower inverted U-shaped hook mutually with main body steel work.
2. superelevation steel work as claimed in claim 1 mounts modular curtain wall structure, it is characterized in that: the gap of the outer magnesium clamping plate surface layer of adjacent cells plate is 15mm, is provided with V-arrangement fillet in the gap between outer magnesium clamping plate surface layer.
3. superelevation steel work as claimed in claim 2 mounts modular curtain wall structure, it is characterized in that: be filled with rock wool packed layer between described interior magnesium clamping plate surface layer and outer magnesium clamping plate surface layer.
4. superelevation steel work as claimed in claim 3 mounts modular curtain wall structure, it is characterized in that: the gap between described main body steel work and unit board is 40mm; The thickness of interior magnesium clamping plate surface layer and outer magnesium clamping plate surface layer is 12mm; The thickness of rock wool packed layer is 50mm.
5. superelevation steel work as claimed in claim 4 mounts modular curtain wall structure, it is characterized in that: the height of described unit board is not more than 3.0m, width is not more than 1.2m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520457491.2U CN204781454U (en) | 2015-06-30 | 2015-06-30 | Dress unit formula partition wall structure is hung to superelevation steel construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520457491.2U CN204781454U (en) | 2015-06-30 | 2015-06-30 | Dress unit formula partition wall structure is hung to superelevation steel construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204781454U true CN204781454U (en) | 2015-11-18 |
Family
ID=54521532
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520457491.2U Expired - Fee Related CN204781454U (en) | 2015-06-30 | 2015-06-30 | Dress unit formula partition wall structure is hung to superelevation steel construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204781454U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938890A (en) * | 2017-09-29 | 2018-04-20 | 浙江未来加电子商务有限公司 | A kind of hanging-connecting internal partition wall mounting structure and its installation method |
-
2015
- 2015-06-30 CN CN201520457491.2U patent/CN204781454U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107938890A (en) * | 2017-09-29 | 2018-04-20 | 浙江未来加电子商务有限公司 | A kind of hanging-connecting internal partition wall mounting structure and its installation method |
| CN107938890B (en) * | 2017-09-29 | 2019-09-13 | 浙江未来加电子商务有限公司 | A kind of hanging-connecting internal partition wall mounting structure and its installation method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102912932B (en) | Hanging type wall plate of building | |
| CN210288834U (en) | Connection structure of shock insulation furred ceiling and structure post | |
| CN204781454U (en) | Dress unit formula partition wall structure is hung to superelevation steel construction | |
| CN203640115U (en) | Modular curtain wall panel | |
| CN204357080U (en) | Troweling machine for building | |
| CN204112545U (en) | The open installation node of metal honeycomb plate curtain wall | |
| CN202450764U (en) | Support for mounting hanging basket on single-sided gable | |
| CN205224265U (en) | Prefabricated steel framework composition structure of outsourcing concrete | |
| CN204139323U (en) | A kind of punching block shell mounting structures | |
| CN204139399U (en) | A kind of syndeton of double-layer curtain wall | |
| CN203626083U (en) | Integrated light composite exterior wall | |
| CN202299097U (en) | Novel wall building block | |
| CN101881058B (en) | Large-space three-dimensional twisted gypsum board wall and construction method thereof | |
| CN203174811U (en) | Light steel framework combined wall body | |
| CN207277869U (en) | Brick arch certificate builds mould by laying bricks or stones | |
| CN204199486U (en) | A kind of premises partition wall | |
| CN204059997U (en) | A kind of suspension clamp structure of large glass curtain wall | |
| CN204609477U (en) | A kind of column building enclosing | |
| CN204850169U (en) | Dry vermicelli material curtain system of removable formula of ultra -thin type | |
| CN203613828U (en) | Outline border transom section bar for sunlight room | |
| CN203347061U (en) | Unit combined curtain wall | |
| CN204940688U (en) | Body of wall | |
| CN204139341U (en) | The connector that a kind of toilet goes along with sb. to guard him | |
| CN204040461U (en) | A kind of MST wall construction part | |
| CN203977948U (en) | A kind of integral cast-in-situ formula main transformer oil sump |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151118 Termination date: 20210630 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |