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CN201236417Y - Steel-wood constructed beam for garret - Google Patents

Steel-wood constructed beam for garret Download PDF

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Publication number
CN201236417Y
CN201236417Y CNU2008200406918U CN200820040691U CN201236417Y CN 201236417 Y CN201236417 Y CN 201236417Y CN U2008200406918 U CNU2008200406918 U CN U2008200406918U CN 200820040691 U CN200820040691 U CN 200820040691U CN 201236417 Y CN201236417 Y CN 201236417Y
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steel
utility
channel
model
wooden
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Expired - Fee Related
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CNU2008200406918U
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Chinese (zh)
Inventor
徐胜利
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Suzhou Art and Design Technology Institute
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Suzhou Art and Design Technology Institute
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Abstract

本实用新型公开了一种用于搭建阁楼的钢木结构梁,包括槽钢和木方,木方部分嵌设在槽钢的槽内;本实用新型具有较好的承重能力,并可直接在梁上铺设底板或直接在梁下吊顶。

Figure 200820040691

The utility model discloses a steel-wood structural beam used for building an attic, which includes channel steel and wooden squares, and the wooden square part is embedded in the groove of the channel steel; the utility model has better load-bearing capacity and can be directly placed Lay the floor on the beam or hang the ceiling directly under the beam.

Figure 200820040691

Description

用于搭建阁楼的钢木结构梁 Structural beams of steel and wood for the construction of the attic

技术领域 technical field

本实用新型涉及一种用于搭建阁楼的钢木结构梁。The utility model relates to a steel-wood structural beam used for building a loft.

背景技术 Background technique

如图1、图2和图3所示,目前,室内装修搭建阁楼中主要用到的梁有两种,即木梁和钢梁,这两种梁各有各得优处,也各有各得的不足之处。其中,木梁的优点是:可直接在梁上铺设底板或直接在梁下吊顶;但不足之处是:由于承重能力没有钢梁好,同等条件下,木梁的梁体规格尺寸相对较大。钢梁的优点是:承重能力较好,梁体规格尺寸相对较小;其不足之处是:由于梁体全部为钢质,往往需要通过设置木筋或基层板,方可铺设底板或吊顶,成本较高,工程也较为复杂。As shown in Figure 1, Figure 2 and Figure 3, at present, there are two main types of beams used in building lofts for interior decoration, namely wooden beams and steel beams, each of which has its own advantages and benefits Inadequacies. Among them, the advantages of wooden beams are: the bottom plate can be directly laid on the beams or the ceiling can be suspended directly under the beams; but the disadvantage is: because the load-bearing capacity is not as good as that of steel beams, under the same conditions, the beam body specifications of wooden beams are relatively large . The advantages of steel beams are: good load-bearing capacity and relatively small beam size; its disadvantages are: because the beams are all made of steel, it is often necessary to install wooden bars or base boards before laying the floor or ceiling. The cost is higher and the project is more complicated.

发明内容 Contents of the invention

本实用新型目的是:提供一种用于搭建阁楼的钢木结构梁,该钢木结构梁具有较好的承重能力,并可直接在梁上铺设底板或直接在梁下吊顶。The purpose of the utility model is to provide a steel-wood structural beam for building attics. The steel-wood structural beam has better load-bearing capacity, and the bottom plate can be directly laid on the beam or the ceiling can be suspended directly under the beam.

本实用新型的技术方案是:一种用于搭建阁楼的钢木结构梁,包括槽钢和木方,木方部分嵌设在槽钢的槽内;The technical scheme of the utility model is: a steel-wood structural beam for building an attic, including channel steel and wooden squares, and the wooden square part is embedded in the groove of the channel steel;

所述木方分为伸出部分和嵌入部分,伸出部分与嵌入部分之间形成有两个对称的台阶,嵌入部分嵌设在槽钢的槽内,台阶抵在槽钢的配合端面上;The wooden square is divided into an extended part and an embedded part, two symmetrical steps are formed between the extended part and the embedded part, the embedded part is embedded in the groove of the channel steel, and the steps are against the mating end surface of the channel steel;

所述槽钢上设有固定孔,锁定件可通过固定孔实现槽钢与木方的固定连接;所述固定孔对称地设置在槽钢的两侧壁上。The channel steel is provided with a fixing hole through which the locking member can realize the fixed connection between the channel steel and the wooden square; the fixing holes are arranged symmetrically on both side walls of the channel steel.

本实用新型优点是:The utility model advantage is:

1.本实用新型与原有的木梁相比,强化了梁的强度,增加了梁的承重能力,减少了梁的厚度尺寸,提高了空间利用率。1. Compared with the original wooden beam, the utility model strengthens the strength of the beam, increases the load-bearing capacity of the beam, reduces the thickness dimension of the beam, and improves the space utilization rate.

2.本实用新型与原有的钢梁相比,可直接在梁上铺设底板或直接在梁下吊顶,比设置木筋或基层板的方式更为坚固,使用寿命更长。2. Compared with the original steel beam, the utility model can directly lay the floor on the beam or hang the ceiling directly under the beam, which is stronger and has a longer service life than the way of setting wooden bars or base plates.

3.本实用新型优化了结构,降低了成本,提高了使用能效。3. The utility model optimizes the structure, reduces the cost and improves the energy efficiency.

附图说明 Description of drawings

下面结合附图及实施例对本实用新型作进一步描述:Below in conjunction with accompanying drawing and embodiment the utility model is further described:

图1为现有技术中木梁的截面图;Fig. 1 is the sectional view of wooden beam in the prior art;

图2为现有技术中槽钢的截面图;Fig. 2 is the sectional view of channel steel in the prior art;

图3为现有技术中工字钢梁的截面图;Fig. 3 is the sectional view of the I-shaped steel beam in the prior art;

图4为本实用新型的截面图;(未标出锁定件)Fig. 4 is a cross-sectional view of the utility model; (locking parts are not marked)

图5为图4的分解图。FIG. 5 is an exploded view of FIG. 4 .

其中:10 槽钢;11 槽;12 配合端面;13 固定孔;20 木方;21 伸出部分;22 嵌入部分;23 台阶。Among them: 10 channel steel; 11 groove; 12 matching end face; 13 fixing hole; 20 wood square; 21 protruding part; 22 embedded part; 23 steps.

具体实施方式 Detailed ways

实施例:如图4和图5所示,一种用于搭建阁楼的钢木结构梁,包括槽钢10和木方20,木方20分为伸出部分21和嵌入部分22,伸出部分21与嵌入部分22之间形成有两个对称的台阶23,嵌入部分22嵌设在槽钢10的槽11内,台阶23抵在槽钢10的配合端面12上。Embodiment: as shown in Fig. 4 and Fig. 5, a kind of steel-wood structural beam that is used to build attic, comprises channel steel 10 and wood side 20, and wood side 20 is divided into protruding part 21 and embedded part 22, and protruding part Two symmetrical steps 23 are formed between 21 and the embedded part 22 , the embedded part 22 is embedded in the groove 11 of the channel steel 10 , and the steps 23 abut against the mating end surface 12 of the channel steel 10 .

所述槽钢10的两侧壁上对称地设有固定孔13,锁定件可通过固定孔13实现槽钢10与木方20的固定连接。The two side walls of the channel steel 10 are symmetrically provided with fixing holes 13 , and the locking member can realize the fixed connection of the channel steel 10 and the wooden square 20 through the fixing holes 13 .

本实用新型与原有的木梁相比,强化了梁的强度,增加了梁的承重能力,减少了梁的厚度尺寸,提高了空间利用率;本实用新型与原有的钢梁相比,可直接在梁上铺设底板或直接在梁下吊顶,比设置木筋或基层板的方式更为坚固,使用寿命更长。Compared with the original wooden beam, the utility model strengthens the strength of the beam, increases the load-bearing capacity of the beam, reduces the thickness dimension of the beam, and improves the space utilization rate; compared with the original steel beam, the utility model has The base plate can be laid directly on the beam or the ceiling can be suspended directly under the beam, which is stronger and has a longer service life than the way of setting wooden bars or base plates.

以上仅是本实用新型的具体应用范例,对本实用新型的保护范围不构成任何限制。除上述实施例外,本实用新型还可以有其它实施方式。凡采用等同替换或等效变换形成的技术方案,均落在本实用新型所要求保护的范围之内。The above are only specific application examples of the utility model, and do not constitute any limitation to the protection scope of the utility model. In addition to the above-mentioned embodiments, the utility model can also have other implementations. All technical solutions formed by equivalent replacement or equivalent transformation fall within the protection scope of the utility model.

Claims (4)

1. steel-wood structure beam that is used to build loft is characterized in that: comprise channel-section steel (10) and flitch (20), flitch (20) part is embedded in the groove (11) of channel-section steel (10).
2. according to the described steel-wood structure beam that is used to build loft of claim 1, it is characterized in that: described flitch (20) is divided into extension (21) and embedded part (22), be formed with the step (23) of two symmetries between extension (21) and the embedded part (22), embedded part (22) is embedded in the groove (11) of channel-section steel (10), and step (23) is against on the counterface (12) of channel-section steel (10).
3. according to claim 1 or the 2 described steel-wood structure beams that are used to build loft, it is characterized in that: described channel-section steel (10) is provided with fixing hole (13), and locking piece can pass through fixing hole (13) and realize fixedlying connected of channel-section steel (10) and flitch (20).
4. according to the described steel-wood structure beam that is used to build loft of claim 3, it is characterized in that: described fixing hole (13) is arranged on the two side of channel-section steel (10) symmetrically.
CNU2008200406918U 2008-07-08 2008-07-08 Steel-wood constructed beam for garret Expired - Fee Related CN201236417Y (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104586587A (en) * 2013-11-01 2015-05-06 张凯 Method and device for improving strength and anti-rust performance of wood embedded in medical bed frame
TWI687571B (en) * 2017-04-27 2020-03-11 裕在有限公司 Connection method of floor board of wooden building to steel beam

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104586587A (en) * 2013-11-01 2015-05-06 张凯 Method and device for improving strength and anti-rust performance of wood embedded in medical bed frame
TWI687571B (en) * 2017-04-27 2020-03-11 裕在有限公司 Connection method of floor board of wooden building to steel beam

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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: 20090513

Termination date: 20140708

EXPY Termination of patent right or utility model