CN111593835A - Phosphogypsum keel frame - Google Patents
Phosphogypsum keel frame Download PDFInfo
- Publication number
- CN111593835A CN111593835A CN202010436609.9A CN202010436609A CN111593835A CN 111593835 A CN111593835 A CN 111593835A CN 202010436609 A CN202010436609 A CN 202010436609A CN 111593835 A CN111593835 A CN 111593835A
- Authority
- CN
- China
- Prior art keywords
- keel
- phosphogypsum
- vertical
- ground
- keels
- 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.)
- Pending
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/74—Removable non-load-bearing partitions; Partitions with a free upper edge
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
本发明提供一种磷石膏龙骨框架,包括沿顶龙骨、沿地龙骨、至少两条竖龙骨、至少一条横撑龙骨和至少一条通贯龙骨,沿顶龙骨与沿地龙骨彼此相对对置并且彼此相互平行布置,竖龙骨的两端通过膨胀螺栓连接于沿顶龙骨与沿地龙骨之间,横撑龙骨通过膨胀螺栓连接至少两条相邻的竖龙骨,通贯龙骨通过膨胀螺栓将所有竖龙骨连接在一起,沿顶龙骨、沿地龙骨、竖龙骨、横撑龙骨和通贯龙骨均是采用磷石膏为材料通过压力机整体压制成型的。采用本发明的技术方案,减轻了龙骨框架的重量,使龙骨框架易于与建筑物隔墙内的填充材料进行结合,为提高建筑物后期施工或装修效率奠定了基础,通过将龙骨横断面设置为“弓”字形提高了磷石膏龙骨的强度。
The present invention provides a phosphogypsum keel frame, which comprises a top keel, a ground keel, at least two vertical keels, at least one transverse strut keel and at least one through keel, the top keel and the ground keel are opposite to each other and mutually Arranged in parallel to each other, the two ends of the vertical keel are connected between the top keel and the ground keel through expansion bolts, the horizontal support keel is connected to at least two adjacent vertical keels through expansion bolts, and the through keel is connected to all vertical keels through expansion bolts. Connected together, the keel along the top, the keel along the ground, the vertical keel, the horizontal strut keel and the through keel are all made of phosphogypsum as a material and are integrally pressed and formed by a press. By adopting the technical scheme of the present invention, the weight of the keel frame is reduced, the keel frame is easily combined with the filling material in the partition wall of the building, and the foundation is laid for improving the later construction or decoration efficiency of the building. The "bow" shape increases the strength of the phosphogypsum keel.
Description
技术领域technical field
本发明涉及建筑工程技术领域,特别是指一种磷石膏龙骨框架。The invention relates to the technical field of construction engineering, in particular to a phosphogypsum keel frame.
背景技术Background technique
目前,应用中的各类建筑物的结构有砖混结构、木结构、钢筋混凝土结构以及钢结构等形式,石膏砌块和石膏板以其质轻,保温和隔音性能好而大量应用于建筑材料市场,传统的石膏板在作为隔离墙应用时,大都采用木制龙骨,目前市场上尚无木制龙骨替代产品。随着林业资源的匮乏,木制龙骨的价格日益升高,并且木制龙骨容易生虫,霉变,而一般石膏制品由于是自然凝固成型,强度偏低。现有技术中,建筑物室内隔墙中的龙骨框架多采用金属材料制成,然而金属材料制成龙骨框架大多质量笨重,并且金属材料与隔墙内的填充材料由于物质属性不同,结合效果较差,影响了隔墙整体的使用性能。At present, the structures of various buildings in application include brick-concrete structures, wood structures, reinforced concrete structures and steel structures. Gypsum blocks and gypsum boards are widely used in building materials due to their light weight, good thermal insulation and sound insulation In the market, when the traditional gypsum board is used as a partition wall, most of the wooden keels are used. At present, there are no wooden keel substitute products on the market. With the shortage of forestry resources, the price of wooden keel is increasing day by day, and wooden keel is prone to insects and mildew, while general gypsum products are naturally solidified and formed, and their strength is low. In the prior art, the keel frames in the indoor partition walls of buildings are mostly made of metal materials. However, most of the keel frames made of metal materials are heavy and heavy, and the metal materials and the filling materials in the partition walls have different material properties, and the combination effect is relatively low. Poor, affecting the overall performance of the partition wall.
发明内容SUMMARY OF THE INVENTION
为解决上述技术问题,本发明提供了一种磷石膏龙骨框架。In order to solve the above technical problems, the present invention provides a phosphogypsum keel frame.
本发明通过以下技术方案得以实现。The present invention is achieved through the following technical solutions.
本发明提供一种磷石膏龙骨框架,包括沿顶龙骨、沿地龙骨、至少两条竖龙骨、至少一条横撑龙骨和至少一条通贯龙骨,所述沿顶龙骨与沿地龙骨彼此相对对置并且彼此相互平行布置,所述竖龙骨的两端通过膨胀螺栓连接于所述沿顶龙骨与沿地龙骨之间,所述横撑龙骨通过膨胀螺栓连接至少两条相邻的竖龙骨,所述通贯龙骨通过膨胀螺栓将所有竖龙骨连接在一起,所述沿顶龙骨、沿地龙骨、竖龙骨、横撑龙骨和通贯龙骨均是采用磷石膏为材料通过压力机整体压制成型的。The present invention provides a phosphogypsum keel frame, which includes a top keel, a ground keel, at least two vertical keels, at least one transverse support keel and at least one through keel, and the top keel and the ground keel are opposite to each other. And they are arranged parallel to each other, the two ends of the vertical keel are connected between the top keel and the ground keel through expansion bolts, the horizontal support keel is connected to at least two adjacent vertical keels through expansion bolts, and the The through keel connects all the vertical keels together by expansion bolts, and the top keel, the floor keel, the vertical keel, the horizontal strut keel and the through keel are all made of phosphogypsum as a material and are integrally pressed and formed by a press.
所述通贯龙骨连接于所述竖龙骨的中部,并以所述竖龙骨的中心横截面为参照面镜像分布。The through keel is connected to the middle of the vertical keel, and is distributed in a mirror image with the central cross section of the vertical keel as a reference plane.
所述通贯龙骨横断面为“弓”字形。The cross section of the through-keel is in the shape of a "bow".
所述横撑龙骨横断面为“弓”字形。The cross-section of the cross-bracing keel is in the shape of a "bow".
所述竖龙骨横断面为“弓”字形。The cross section of the vertical keel is in the shape of a "bow".
所述沿顶龙骨和沿地龙骨横断面均为“弓”字形。The cross sections of the keel along the top and the keel along the ground are in the shape of a "bow".
所述横撑龙骨布置于所述通贯龙骨与沿顶龙骨之间或者所述通贯龙骨与沿地龙骨之间。The transverse strut keel is arranged between the through keel and the edge keel or between the through keel and the ground keel.
所述压力机额定输出压强大于10kg/cm2。The rated output pressure of the press is greater than 10 kg/cm 2 .
本发明的有益效果在于:采用本发明的技术方案,通过压力机整体压制成型沿顶龙骨、沿地龙骨、竖龙骨、横撑龙骨和通贯龙骨,在压力机额定输出压强大于10kg/cm2的情况下,增强了龙骨的结构强度和承载能力,并且大大减轻了龙骨框架的重量,同时,由磷石膏制成的龙骨框架易于与建筑物隔墙内的填充材料进行结合,极大地提高了建筑物后期施工或装修的工作效率,另外,通过使通贯龙骨通过膨胀螺栓将所有竖龙骨连接在一起,保证框架侧面整体平正,减少了横撑龙骨在安装过程中产生的累计误差,此外,通过将沿顶龙骨、沿地龙骨、竖龙骨、横撑龙骨和通贯龙骨横断面设置为“弓”字形,进一步提高了磷石膏龙骨的强度。The beneficial effects of the present invention are: adopting the technical scheme of the present invention, the top keel, the ground keel, the vertical keel, the horizontal strut keel and the through keel are integrally pressed and formed by the press, and the rated output pressure of the press is greater than 10kg/cm 2 The structural strength and bearing capacity of the keel are enhanced under the condition of The work efficiency of the later construction or decoration of the building, in addition, by connecting all the vertical keels together through the expansion bolts, the side of the frame is guaranteed to be flat as a whole, and the cumulative error of the transverse support keel during the installation process is reduced. In addition, The strength of the phosphogypsum keel is further improved by setting the cross sections of the top keel, the ground keel, the vertical keel, the horizontal support keel and the through keel into a "bow" shape.
附图说明Description of drawings
图1是本发明第一实施例的主视图;Fig. 1 is the front view of the first embodiment of the present invention;
图2是本发明第一实施例的左视图;Fig. 2 is the left side view of the first embodiment of the present invention;
图3是本发明第二实施例的主视图。Fig. 3 is a front view of a second embodiment of the present invention.
图中:1-沿顶龙骨,2-沿地龙骨,3-竖龙骨,4-横撑龙骨,5-通贯龙骨。In the picture: 1- keel along the top, 2- keel along the ground, 3- vertical keel, 4- horizontal support keel, 5- through keel.
具体实施方式Detailed ways
下面进一步描述本发明的技术方案,但要求保护的范围并不局限于。The technical solutions of the present invention are further described below, but the scope of protection is not limited.
如图1、图2、图3所示,本发明提供一种磷石膏龙骨框架,包括沿顶龙骨1、沿地龙骨2、至少两条竖龙骨3、至少一条横撑龙骨4和至少一条通贯龙骨5,沿顶龙骨1与沿地龙骨2彼此相对对置并且彼此相互平行布置,竖龙骨3的两端通过膨胀螺栓连接于沿顶龙骨1与沿地龙骨2之间,横撑龙骨4通过膨胀螺栓连接至少两条相邻的竖龙骨3,通贯龙骨5通过膨胀螺栓将所有竖龙骨3连接在一起,沿顶龙骨1、沿地龙骨2、竖龙骨3、横撑龙骨4和通贯龙骨5均是采用磷石膏为材料通过压力机整体压制成型的。As shown in Figure 1, Figure 2, Figure 3, the present invention provides a phosphogypsum keel frame, comprising a
进一步地,通贯龙骨5连接于竖龙骨3的中部,并以竖龙骨3的中心横截面为参照面镜像分布。通贯龙骨5横断面为“弓”字形。横撑龙骨4横断面为“弓”字形。竖龙骨3横断面为“弓”字形。沿顶龙骨1和沿地龙骨2横断面均为“弓”字形。Further, the
另外,横撑龙骨4布置于通贯龙骨5与沿顶龙骨1之间或者通贯龙骨5与沿地龙骨2之间。压力机额定输出压强大于10kg/cm2。In addition, the
采用本发明的技术方案,通过压力机整体压制成型沿顶龙骨、沿地龙骨、竖龙骨、横撑龙骨和通贯龙骨,在压力机额定输出压强大于10kg/cm2的情况下,增强了龙骨的结构强度和承载能力,并且大大减轻了龙骨框架的重量,同时,由磷石膏制成的龙骨框架易于与建筑物隔墙内的填充材料进行结合,极大地提高了建筑物后期施工或装修的工作效率,另外,通过使通贯龙骨通过膨胀螺栓将所有竖龙骨连接在一起,保证框架侧面整体平正,减少了横撑龙骨在安装过程中产生的累计误差,此外,通过将沿顶龙骨、沿地龙骨、竖龙骨、横撑龙骨和通贯龙骨横断面设置为“弓”字形,进一步提高了磷石膏龙骨的强度。By adopting the technical scheme of the present invention, the keel along the top, the keel along the ground, the vertical keel, the horizontal keel and the through keel are integrally pressed and formed by the press, and when the rated output pressure of the press is higher than 10kg/cm The structural strength and bearing capacity of the keel frame are greatly reduced, and the keel frame made of phosphogypsum is easy to be combined with the filling material in the building partition wall, which greatly improves the later construction or decoration of the building. Working efficiency, in addition, by connecting all vertical keels together through expansion bolts, the side of the frame is guaranteed to be flat and straight, and the cumulative error of the transverse support keel during the installation process is reduced. The cross sections of the ground keel, vertical keel, horizontal support keel and through keel are set in the shape of a "bow", which further improves the strength of the phosphogypsum keel.
Claims (8)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010436609.9A CN111593835A (en) | 2020-05-21 | 2020-05-21 | Phosphogypsum keel frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010436609.9A CN111593835A (en) | 2020-05-21 | 2020-05-21 | Phosphogypsum keel frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111593835A true CN111593835A (en) | 2020-08-28 |
Family
ID=72189240
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010436609.9A Pending CN111593835A (en) | 2020-05-21 | 2020-05-21 | Phosphogypsum keel frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111593835A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB785787A (en) * | 1953-11-04 | 1957-11-06 | Robert Bruce | Improvements in and relating to the construction of the walls of buildings |
| CN1686916A (en) * | 2005-04-11 | 2005-10-26 | 张晶廷 | Integral shaped high tension gypsum frame and application method |
| CN106401027A (en) * | 2015-07-31 | 2017-02-15 | 北新集团建材股份有限公司 | Modularization wall body with self-bring decoration and installation method thereof |
| CN206693449U (en) * | 2017-04-14 | 2017-12-01 | 贵州益新装配式新型建材有限公司 | A kind of lightgage steel joist framework |
| CN108560769A (en) * | 2018-06-27 | 2018-09-21 | 福建博那德科技园开发有限公司 | A kind of arcuate shaped steel and bar-plate combination assembled wall and its assembly method |
| CN212984276U (en) * | 2020-05-21 | 2021-04-16 | 贵州开磷磷石膏综合利用有限公司 | Phosphogypsum keel frame |
-
2020
- 2020-05-21 CN CN202010436609.9A patent/CN111593835A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB785787A (en) * | 1953-11-04 | 1957-11-06 | Robert Bruce | Improvements in and relating to the construction of the walls of buildings |
| CN1686916A (en) * | 2005-04-11 | 2005-10-26 | 张晶廷 | Integral shaped high tension gypsum frame and application method |
| CN106401027A (en) * | 2015-07-31 | 2017-02-15 | 北新集团建材股份有限公司 | Modularization wall body with self-bring decoration and installation method thereof |
| CN206693449U (en) * | 2017-04-14 | 2017-12-01 | 贵州益新装配式新型建材有限公司 | A kind of lightgage steel joist framework |
| CN108560769A (en) * | 2018-06-27 | 2018-09-21 | 福建博那德科技园开发有限公司 | A kind of arcuate shaped steel and bar-plate combination assembled wall and its assembly method |
| CN212984276U (en) * | 2020-05-21 | 2021-04-16 | 贵州开磷磷石膏综合利用有限公司 | Phosphogypsum keel frame |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN205296573U (en) | Assembly type structure load -bearing wall panel | |
| CN106639095B (en) | A kind of rotary cutting board glued wood-lightweight concrete composite floor system | |
| CN109235634A (en) | Thin-walled I-steel cork wood composite structure load bearing heat preserving wallboard-floor node | |
| CN104110079B (en) | The assembled wall that lattice light-gauge steel framework combines with light concrete masonry | |
| CN111593835A (en) | Phosphogypsum keel frame | |
| CN212984276U (en) | Phosphogypsum keel frame | |
| CN211080676U (en) | A bamboo keel splint shear wall | |
| CN206829345U (en) | A kind of house floor wall-panel assembled structure based on light gauge cold-formed steel shape | |
| CN109235765A (en) | Thin-walled C-shaped steel cork wood composite structure load bearing heat preserving wallboard | |
| CN206467853U (en) | A kind of densely covered type floor construction of strip based on raw bamboo | |
| CN203977623U (en) | The assembled wall that lattice light steel frame combines with light concrete masonry | |
| CN206987042U (en) | A kind of green building steel structure frame | |
| CN209443640U (en) | 3D printing laminated floor slab and floor | |
| CN212271392U (en) | A lightweight thermal insulation wall | |
| CN109235635A (en) | Thin-wall rectangular steel cork wood composite structure load bearing heat preserving wallboard-floor node | |
| CN205476059U (en) | Concrete rib superimposed sheet component | |
| CN211396128U (en) | High-strength light steel keel concrete partition wall | |
| CN205475942U (en) | Prestressing force superimposed sheet component | |
| CN208502010U (en) | A kind of light steel energy conservation floor for building | |
| CN106703268A (en) | Strip-shaped dense type floor structure based on raw bamboos | |
| CN110616827A (en) | Bamboo keel clamping plate shear wall | |
| CN206888339U (en) | A kind of frame system adds the novel straw filled composite wood wallboard of covering | |
| CN205296520U (en) | Assembly type structure bearing floor | |
| CN214574858U (en) | Prefabricated building wall | |
| CN204266441U (en) | A kind of combined type large span ribbed slab floor structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20200828 |
