CN203320760U - Modularization curtain wall - Google Patents

Modularization curtain wall Download PDF

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Publication number
CN203320760U
CN203320760U CN2013203033953U CN201320303395U CN203320760U CN 203320760 U CN203320760 U CN 203320760U CN 2013203033953 U CN2013203033953 U CN 2013203033953U CN 201320303395 U CN201320303395 U CN 201320303395U CN 203320760 U CN203320760 U CN 203320760U
Authority
CN
China
Prior art keywords
curtain wall
steel
modularization
steel frame
modularization curtain
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
Application number
CN2013203033953U
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Chinese (zh)
Inventor
李金鹏
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
SHANDONG JINPENG STEEL STRUCTURE CURTAIN WALL Co Ltd
Original Assignee
SHANDONG JINPENG STEEL STRUCTURE CURTAIN WALL Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by SHANDONG JINPENG STEEL STRUCTURE CURTAIN WALL Co Ltd filed Critical SHANDONG JINPENG STEEL STRUCTURE CURTAIN WALL Co Ltd
Priority to CN2013203033953U priority Critical patent/CN203320760U/en
Application granted granted Critical
Publication of CN203320760U publication Critical patent/CN203320760U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model discloses a modularization curtain wall. The modularization curtain wall comprises a steel framework formed by connecting U-shaped steel, wherein the steel framework comprises a plurality of stand columns, a plurality of cross beams are connected between the stand columns in a detachable mode, inclined struts are arranged in a detachable connection mode in a lattice formed by the stand columns and the cross beams, an L-shaped steel subsidiary framework is detachably connected to each cross beam, and an insulating layer is arranged between the L-shaped steel subsidiary framework and the steel framework. By adopting the technical scheme, all components of the modularization curtain wall can be manufactured in a factory, factory and digital manufacturing is realized, the size of the components is extremely standard and can reach an industrial millimeter level, a wall space is flat and smooth, and visual effects are good. The modularization curtain wall has low site requirements, saves energy, and is environmentally friendly, simple in assembly, convenient to disassemble, capable of being repeatedly moved, assembled and disassembled, and high in cycle use rate; besides, 90% of the workload of construction products is completed in the factory.

Description

A kind of modularization curtain wall
Technical field
The utility model relates to a kind of modularization curtain wall, belongs to technical field of buildings.
Background technology
When building body of wall, need to carry out at the construction field (site) at present, required manually more, labour intensity large, building efficiency is low, produces a large amount of building wastes and noise pollution, has certain potential safety hazard, and not reproducible utilization.
Summary of the invention
The technical problems to be solved in the utility model is for the deficiencies in the prior art, and a kind of factory batch production of concentrating on is provided, and easy installation and removal, can greatly be shortened the modularization curtain wall of producing the duration at environmental protection.
For addressing the above problem, the present invention is by the following technical solutions: a kind of modularization curtain wall, comprise the steel frame that adopts U-shaped steel to be formed by connecting, described steel frame comprises some root posts, be removably connected with some crossbeams between described some root posts, be removably connected with diagonal brace in the sash formed between described column and crossbeam, be removably connected with L-type steel time skeleton on described every crossbeam, between described L-type steel time skeleton and steel frame, be provided with insulation layer.
Below further improvement of the utility model:
Described insulation layer comprises polyurethane foamed thermal-insulating flaggy, nonwoven layer, the cement sand bed be located at successively between steel frame and L-type steel time skeleton.
Further improve:
Fill the haydite concrete layer in the U-shaped groove of described steel frame.
Further improve:
The outside of described L-type steel time skeleton is provided with outer decorative layer.
Further improve:
The outside of described steel frame is provided with the cement pressure plate layer.
The utility model adopts technique scheme, and all members of modularization curtain wall can complete at produce in factory, manufactures and realizes batch production and digitlization, and size is standard extremely, can reach industrial millimetre-sized level, and wall surface levelling is smooth, good visual effect.Low to site requirements, energy-conserving and environment-protective, assembling is simple, and convenient disassembly, and repeatedly mobile dismounting, recycle rate high, and the workload of building products 90% completes in factory.Scene is installed and is adopted the whole assembling of construction machinery, makes in the process of building products realization, and security risk reduces greatly, and safety management is more secure.Can greatly shorten and produce construction period (10%-30% that is equivalent to the traditional architecture mode), the short fast duration forms huge economic interests, quality is meticulous gives building more value with advanced technology, security risk reduces, the extensive application of mechanization, the artificial rapid minimizing of consumption, make cost more reasonable.
Below in conjunction with accompanying drawing, the technical solution of the utility model is described further.
The accompanying drawing explanation
The structural representation that accompanying drawing 1 is the utility model embodiment;
The connection diagram that accompanying drawing 2 is steel frame and L-type steel time skeleton in the utility model embodiment;
The structural representation that accompanying drawing 3 is steel frame in the utility model embodiment;
Accompanying drawing 4 is A-A sectional view in accompanying drawing 1.
In figure: the 1-steel frame; 2-L-type steel time skeleton; The U-shaped connector of 3-; 4-haydite concrete layer; 5-polyurethane foamed thermal-insulating flaggy; The 6-nonwoven layer; The 7-cement sand bed; 8-cement pressure plate layer; The 9-outer decorative layer; The 101-column; The 102-crossbeam; The 103-diagonal brace.
The specific embodiment
Embodiment, as Fig. 1, Fig. 2, shown in Fig. 3, a kind of modularization curtain wall, the steel frame 1 that comprises the rectangle that adopts U-shaped steel to be formed by connecting, described steel frame 1 adopts trussed construction, described steel frame 1 comprises the some columns that are arranged in parallel 101, be bolted the some crossbeams that are arranged in parallel 102 between described some root posts 101, be bolted diagonal brace 103 in the sash formed between described column 101 and crossbeam 102, be connected with L-type steel time skeleton 2 by U-shaped connector 3 on described every crossbeam 102, be provided with insulation layer between described L-type steel time skeleton 2 and steel frame 1.
Described column 101, crossbeam 102, diagonal brace 103 all adopt U-shaped steel, and described crossbeam 102, diagonal brace 103 are inserted in the U-shaped groove of column 101 and by connecting end plate and are bolted together.
As shown in Figure 4, described insulation layer comprises polyurethane foamed thermal-insulating flaggy 5, nonwoven layer 6, the cement sand bed 7 be located at successively between steel frame 1 and L-type steel time skeleton 2, and described L-type steel time skeleton 2 links together polyurethane foamed thermal-insulating flaggy 5, nonwoven layer 6, cement sand bed 7 by bolt.
Fill haydite concrete layer 4 in the U-shaped groove of described steel frame 1, described haydite concrete layer 4 comprises haydite, cement, sand, flyash.
The outside of described L-type steel time skeleton 2 is provided with outer decorative layer 9.
The outside of described steel frame 1 is provided with cement pressure plate layer 8, and described cement pressure plate layer 8 plays a protective role.
During construction, the module curtain wall of having produced is transported to behind scene by crane lifting to correct installation site by vehicle such as automobiles, the workman uses bolt to be connected with steel frame 1 the reserved end plate that connects of module curtain wall, according to sequence of construction, lower piece curtain wall is installed successively after installing one, connect rear use rubber strip and fluid sealant and process the plate connecting sewing, the curtain wall erection sequence is generally according to from left to right, erection sequence from bottom to top.

Claims (5)

1. a modularization curtain wall, comprise the steel frame (1) that adopts U-shaped steel to be formed by connecting, it is characterized in that: described steel frame (1) comprises some root posts (101), be removably connected with some crossbeams (102) between described some root posts (101), be removably connected with diagonal brace (103) in the sash formed between described column (101) and crossbeam (102), be removably connected with L-type steel time skeleton (2) on described every crossbeam (102), between described L-type steel time skeleton (2) and steel frame (1), be provided with insulation layer.
2. a kind of modularization curtain wall according to claim 1 is characterized in that: described insulation layer comprises polyurethane foamed thermal-insulating flaggy (5), nonwoven layer (6), the cement sand bed (7) be located at successively between steel frame (1) and L-type steel time skeleton (2).
3. a kind of modularization curtain wall according to claim 2, is characterized in that: fill haydite concrete layer (4) in the U-shaped groove of described steel frame (1).
4. a kind of modularization curtain wall according to claim 3 is characterized in that: the outside of described L-type steel time skeleton (2) is provided with outer decorative layer (9).
5. a kind of modularization curtain wall according to claim 4, it is characterized in that: the outside of described steel frame (1) is provided with cement pressure plate layer (8).
CN2013203033953U 2013-05-30 2013-05-30 Modularization curtain wall Expired - Fee Related CN203320760U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2013203033953U CN203320760U (en) 2013-05-30 2013-05-30 Modularization curtain wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2013203033953U CN203320760U (en) 2013-05-30 2013-05-30 Modularization curtain wall

Publications (1)

Publication Number Publication Date
CN203320760U true CN203320760U (en) 2013-12-04

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN2013203033953U Expired - Fee Related CN203320760U (en) 2013-05-30 2013-05-30 Modularization curtain wall

Country Status (1)

Country Link
CN (1) CN203320760U (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105275113A (en) * 2014-05-28 2016-01-27 杭州恒达钢构股份有限公司 Rhombus steel grid shear wall structure
CN105587054A (en) * 2016-02-24 2016-05-18 广东省建筑设计研究院 Prefabricated type self-locking connection integrally-cast external wall
CN107447892A (en) * 2017-09-23 2017-12-08 辽宁福瑞达建筑科技有限公司 A kind of lightweight steel construction assembles the metope modular system of decoration integrated building
CN109049324A (en) * 2018-08-03 2018-12-21 徽都建设有限公司 A kind of manufacture craft of building block unit
CN110485571A (en) * 2019-08-22 2019-11-22 山东莱钢建设有限公司 A kind of Vierendeel girder and herringbone diagonal brace integral installation method and assembling device

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105275113A (en) * 2014-05-28 2016-01-27 杭州恒达钢构股份有限公司 Rhombus steel grid shear wall structure
CN105587054A (en) * 2016-02-24 2016-05-18 广东省建筑设计研究院 Prefabricated type self-locking connection integrally-cast external wall
CN107447892A (en) * 2017-09-23 2017-12-08 辽宁福瑞达建筑科技有限公司 A kind of lightweight steel construction assembles the metope modular system of decoration integrated building
CN109049324A (en) * 2018-08-03 2018-12-21 徽都建设有限公司 A kind of manufacture craft of building block unit
CN110485571A (en) * 2019-08-22 2019-11-22 山东莱钢建设有限公司 A kind of Vierendeel girder and herringbone diagonal brace integral installation method and assembling device
CN110485571B (en) * 2019-08-22 2020-12-22 山东莱钢建设有限公司 Integral installation method and assembly device for frame beam and herringbone diagonal brace

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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: 20131204

Termination date: 20190530

CF01 Termination of patent right due to non-payment of annual fee