CN211312963U - Combined frame system - Google Patents
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- CN211312963U CN211312963U CN201920591561.1U CN201920591561U CN211312963U CN 211312963 U CN211312963 U CN 211312963U CN 201920591561 U CN201920591561 U CN 201920591561U CN 211312963 U CN211312963 U CN 211312963U
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- 238000009413 insulation Methods 0.000 abstract description 7
- 238000009434 installation Methods 0.000 abstract description 5
- 229910000831 Steel Inorganic materials 0.000 description 10
- 239000010959 steel Substances 0.000 description 10
- 238000010586 diagram Methods 0.000 description 7
- 239000011324 bead Substances 0.000 description 6
- 230000000694 effects Effects 0.000 description 6
- 239000011521 glass Substances 0.000 description 5
- 238000012986 modification Methods 0.000 description 3
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- 238000005192 partition Methods 0.000 description 3
- 238000000465 moulding Methods 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
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Abstract
Description
技术领域technical field
本实用新型主要涉及建筑工程领域,尤其涉及一种组合型框架系统。The utility model mainly relates to the field of construction engineering, in particular to a combined frame system.
背景技术Background technique
现有防火玻璃墙和隔断中,立柱都为轻型钢形式或者都为全重型钢形式,其中,立柱采用全重型钢形式的防火玻璃墙和隔断受力较好,但存在外观不够美观、防火玻璃和防火胶条安装不方便的缺点,立柱采用全轻型钢形式的防火玻璃墙和隔断外观精美,但存在力学性能差、成本过高的问题,且需要用大尺寸来满足强度设计要求。In the existing fireproof glass walls and partitions, the columns are all in the form of light steel or all heavy steel. Among them, the fireproof glass walls and partitions in the form of full heavy steel have better stress, but the appearance is not beautiful and the fireproof glass is not good enough. Due to the disadvantage of inconvenient installation of fireproof rubber strips, the fireproof glass walls and partitions in the form of all light steel columns are beautiful in appearance, but there are problems of poor mechanical properties and high cost, and large sizes are required to meet the strength design requirements.
实用新型内容Utility model content
本实用新型要解决的技术问题是克服现有技术的不足,提供一种结构简单可靠、成本低、安装方便、强度高、纤细美观、具有隔热功能的组合型框架系统。The technical problem to be solved by the utility model is to overcome the deficiencies of the prior art and provide a combined frame system with simple and reliable structure, low cost, convenient installation, high strength, slim and beautiful appearance, and thermal insulation function.
为解决上述技术问题,本实用新型采用以下技术方案:In order to solve the above-mentioned technical problems, the utility model adopts the following technical solutions:
一种组合型框架系统,包括多根边框,各根边框围合连接形成所述框架系统,所述边框包括弱刚度中连件和一对强刚度外骨架,所述弱刚度中连件位于一对强刚度外骨架之间并固定连接两根强刚度外骨架,所述弱刚度中连件上设置有断桥孔。A combined frame system includes a plurality of frames, each frame is encircled and connected to form the frame system, the frame includes a weakly rigid middle connecting piece and a pair of strong stiffness outer frames, the weakly rigid middle connecting piece is located at a Two high-rigidity outer frames are fixedly connected between the strong-rigidity outer frames, and a bridge-breaking hole is arranged on the weak-rigidity middle connecting piece.
作为上述技术方案的进一步改进:As a further improvement of the above technical solution:
所述弱刚度中连件的四周边沿形成连续结构,所述断桥孔呈间断的开设在四周连续结构之间。The four peripheral edges of the weak stiffness intermediate connecting piece form a continuous structure, and the bridge-breaking holes are intermittently opened between the peripheral continuous structures.
所述弱刚度中连件的两侧边沿形成连续结构,弱刚度中连件的两端形成断桥缺口。The edges on both sides of the connecting piece in the weak stiffness form a continuous structure, and the two ends of the connecting piece in the weak stiffness form a bridge-breaking gap.
所述弱刚度中连件呈间隔式设置在一对强刚度外骨架之间,相邻的弱刚度中连件之间形成断桥孔。The weak-stiffness intermediate connecting pieces are arranged at intervals between a pair of strong-stiffness outer frames, and bridge-breaking holes are formed between adjacent weak-stiffness intermediate connecting pieces.
位于两端的弱刚度中连件与强刚度外骨架的端面保持平齐。The weak-stiffness mid-links at both ends remain flush with the end faces of the strong-stiffness outer frame.
位于两端的弱刚度中连件与强刚度外骨架的端面之间形成断桥缺口。A bridge-breaking gap is formed between the weak-stiffness mid-connection at both ends and the end face of the strong-stiffness outer frame.
所述弱刚度中连件设置为一体成型结构,两侧的强刚度外骨架上设置有凹槽,弱刚度中连件两侧设置有凸台,所述凸台沉置在相应侧的凹槽内并与其焊接连接。The weak rigidity intermediate connecting piece is provided as an integral molding structure, the outer skeleton with strong rigidity on both sides is provided with grooves, and the weak rigidity intermediate connecting piece is provided with bosses on both sides, and the bosses are placed in the grooves on the corresponding sides. inside and welded to it.
所述弱刚度中连件设置为分体结构,分体结构的弱刚度中连件与相应侧的强刚度外骨架焊接连接。The weak-stiffness intermediate connecting piece is set as a split structure, and the weak-stiffness intermediate connecting piece of the split-body structure is welded and connected with the strong-stiffness outer skeleton on the corresponding side.
其中一根强刚度外骨架侧部成型有侧挡部,另一根强刚度外骨架侧部设有压条,同侧的侧挡部与压条之间形成用于夹持板件的夹持槽。One of the side parts of the strong rigidity outer frame is formed with a side blocking part, the other side part of the strong rigidity outer frame is provided with a pressure strip, and a clamping groove for clamping the plate is formed between the side stop part and the pressure strip on the same side.
靠近压条的强刚度外骨架在压条的异侧成型有用于和活动框架系统或固定框架系统接触限位的限位部。The strong rigid outer frame close to the bead is formed with a limit portion on the opposite side of the bead for contacting with the movable frame system or the fixed frame system.
具有侧挡部的强刚度外骨架在侧挡部的异侧成型有用于固定框架系统接触限位的限位部。The strong rigid outer frame with the side block is formed with a limit part for fixing the contact limit of the frame system on the opposite side of the side block.
其中一根强刚度外骨架的一侧成型有用于和活动框架系统接触限位的限位部。One side of one of the strong rigidity exoskeletons is formed with a limit part for contacting with the movable frame system.
与现有技术相比,本实用新型的优点在于:Compared with the prior art, the advantages of the present utility model are:
本实用新型的组合型框架系统,包括多根边框,各根边框围合连接形成框架系统,边框包括弱刚度中连件和一对强刚度外骨架,弱刚度中连件位于一对强刚度外骨架之间并固定连接两根强刚度外骨架,弱刚度中连件上设置有断桥孔。该框架系统由边框组焊形成,边框由一对强刚度外骨架和弱刚度中连件三种分体件组成,弱刚度中连件为中间件,连接时起到限定一对强刚度外骨架之间间距的效果。其中强刚度外骨架采用厚制的重型钢,弱刚度中连件采用薄制的轻型钢,在框架组焊接时,相邻边框的强刚度外骨架相互焊接连接,强刚度外骨架为主要的受力部件,其强度高、承力性能好,利于减小框架可视面的尺寸以及提高框架系统的稳固性;弱刚度中连件采用薄制的轻型钢,其刚性弱于的强刚度外骨架,分体式的组合结构具有结构简单、成本低、安装方便的优点;通过在弱刚度中连件冲置断桥孔,减少了一对强刚度外骨架之间的热桥面积,从而达到了隔热作用。The combined frame system of the utility model comprises a plurality of frame frames, each frame frame is enclosed and connected to form a frame system, the frame frame comprises a weak stiffness middle connecting piece and a pair of strong stiffness outer skeletons, and the weak stiffness middle connecting piece is located on the pair of strong stiffness outer frames Two strong-rigidity outer skeletons are fixedly connected between the skeletons, and a bridge-breaking hole is arranged on the weak-rigidity middle connecting piece. The frame system is formed by welding the frame. The frame is composed of a pair of high-rigidity outer skeletons and a weak-rigidity intermediate connecting piece. The effect of spacing between. The high-rigidity outer frame is made of thick heavy-duty steel, and the weak-rigidity intermediate connecting piece is made of thin light-weight steel. When the frame group is welded, the strong-rigidity outer frame of the adjacent frame is welded and connected to each other, and the strong-rigidity outer frame is the main load. The force component has high strength and good load-bearing performance, which is beneficial to reduce the size of the visible surface of the frame and improve the stability of the frame system; the weak-stiffness middle connecting piece is made of thin light steel, and its rigidity is weaker than that of the strong-stiffness outer frame. , the split type combined structure has the advantages of simple structure, low cost and convenient installation; by punching the broken bridge hole in the weak rigidity, the thermal bridge area between a pair of strong rigidity outer skeletons is reduced, so as to achieve thermal insulation. effect.
附图说明Description of drawings
图1是本实用新型实施例1的主视结构示意图。FIG. 1 is a schematic structural view of the front view of
图2是本实用新型实施例1的立体结构示意图。FIG. 2 is a schematic three-dimensional structure diagram of
图3是本实用新型实施例2的结构示意图。FIG. 3 is a schematic structural diagram of
图4是本实用新型实施例3的结构示意图。4 is a schematic structural diagram of
图5是本实用新型实施例4的结构示意图。FIG. 5 is a schematic structural diagram of
图6是本实用新型实施例5的结构示意图。6 is a schematic structural diagram of
图7是本实用新型实施例6的结构示意图。7 is a schematic structural diagram of Embodiment 6 of the present invention.
图8是本实用新型实施例7的结构示意图。FIG. 8 is a schematic structural diagram of Embodiment 7 of the present invention.
图中各标号表示:The symbols in the figure represent:
1、强刚度外骨架;11、凹槽;12、侧挡部;13、限位部;2、弱刚度中连件;21、凸台;22、断桥孔;23、断桥缺口;3、压条;4、板件;5、夹持槽。1. Strong rigidity outer frame; 11. Groove; 12. Side stop; 13. Limiting part; 2. Weak rigidity connecting piece; 21. Boss; 22. Broken bridge hole; 23. Broken bridge notch; 3. 4. Plate; 5. Clamping groove.
具体实施方式Detailed ways
以下将结合说明书附图和具体实施例对本实用新型做进一步详细说明。The present utility model will be further described in detail below with reference to the accompanying drawings and specific embodiments.
实施例1:Example 1:
如图1和图2所示,本实用新型组合型框架系统的第一种实施例,包括多根边框,各根边框围合连接形成框架系统,边框包括弱刚度中连件2和一对强刚度外骨架1,弱刚度中连件2位于一对强刚度外骨架1之间并固定连接两根强刚度外骨架1,弱刚度中连件2上设置有断桥孔22。该框架系统由边框组焊形成,边框由一对强刚度外骨架1和弱刚度中连件2三种分体件组成,弱刚度中连件2为中间件,连接时起到限定一对强刚度外骨架1之间间距的效果。其中强刚度外骨架1采用厚制的重型钢,弱刚度中连件2采用薄制的轻型钢,在框架组焊接时,相邻边框的强刚度外骨架1相互焊接连接,强刚度外骨架1为主要的受力部件,其强度高、承力性能好,利于减小框架可视面的尺寸以及提高框架系统的稳固性;弱刚度中连件2采用薄制的轻型钢,其刚性弱于的强刚度外骨架1,分体式的组合结构具有结构简单、成本低、安装方便的优点;通过在弱刚度中连件2冲置断桥孔22,减少了一对强刚度外骨架1之间的热桥面积,从而达到了隔热作用。As shown in Figures 1 and 2, the first embodiment of the combined frame system of the present invention includes a plurality of frames, each frame is enclosed and connected to form a frame system, and the frame includes a weakly rigid
本实施例中,弱刚度中连件2的四周边沿形成连续结构,断桥孔22呈间断的开设在四周连续结构之间。该结构中,四周形成连续结构,中间呈间断设置断桥孔22,在保证整体隔热作用的同时,还保证了整体强度。In the present embodiment, the four peripheral edges of the connecting
本实施例中,其中一根强刚度外骨架1侧部成型有侧挡部12,另一根强刚度外骨架1侧部设有压条3,同侧的侧挡部12与压条3之间形成用于夹持板件4的夹持槽5。该结构中,侧挡部12与压条3共同形成夹持槽5,用于夹持板件4(板件4为防火玻璃),对板件4形成定位。In this embodiment, a
本实施例中,弱刚度中连件2设置为分体结构,分体结构的弱刚度中连件2与相应侧的强刚度外骨架1焊接连接。该结构中,内侧的弱刚度中连件2靠近板件,外侧的弱刚度中连件2同时起到提高度强和美化外侧外观效果的作用。In this embodiment, the weak-stiffness intermediate connecting
实施例2:Example 2:
如图3所示,本实用新型组合型框架系统的第二种实施例,该框架系统与实施例1基本相同,区别仅在于:本实施例中,弱刚度中连件2呈间隔式设置在一对强刚度外骨架1之间,相邻的弱刚度中连件2之间形成断桥孔22。该结构中,弱刚度中连件2呈间隔式设置,整体减小了热能传递通道,保证了整体隔热效果。As shown in FIG. 3 , the second embodiment of the combined frame system of the present invention is basically the same as the first embodiment, with the only difference that: in this embodiment, the weak-stiffness intermediate connecting
本实施例中,位于两端的弱刚度中连件2与强刚度外骨架1的端面之间形成断桥缺口23。该结构中,两端为断开的断桥缺口23,进一步减少了一对强刚度外骨架1之间的热桥面积。In this embodiment, a bridge-breaking
实施例3:Example 3:
如图4所示,本实用新型组合型框架系统的第三种实施例,该框架系统与实施例1基本相同,区别仅在于:本实施例中,弱刚度中连件2设置为一体成型结构,两侧的强刚度外骨架1上设置有凹槽11,弱刚度中连件2两侧设置有凸台21,凸台21沉置在相应侧的凹槽11内并与其焊接连接。该结构中,弱刚度中连件2的凸台21与强刚度外骨架1的凹槽11配合插接,再利用焊接形成固定,其结构简单可靠。As shown in FIG. 4 , the third embodiment of the combined frame system of the present invention is basically the same as that of the first embodiment, with the only difference that: in this embodiment, the weak stiffness
本实施例中,弱刚度中连件2的两侧边沿形成连续结构,弱刚度中连件2的两端形成断桥缺口23。该结构中,只在两侧形成连续结构,中间呈间断设置断桥孔22,两端为断开的断桥缺口23,进一步减少了一对强刚度外骨架1之间的热桥面积。In this embodiment, the edges on both sides of the connecting
实施例4:Example 4:
如图5所示,本实用新型组合型框架系统的第四种实施例,该框架系统与实施例2基本相同,区别仅在于:本实施例中,位于两端的弱刚度中连件2与强刚度外骨架1的端面保持平齐。这样设置,从端看到的是平齐结构,在保证整体隔热作用的同时,还保证了整体外观的美观性。As shown in FIG. 5 , the fourth embodiment of the combined frame system of the present invention is basically the same as the second embodiment, with the only difference that: in this embodiment, the weakly rigid
实施例5:Example 5:
如图6所示,本实用新型组合型框架系统的第五种实施例,该框架系统与实施例3基本相同,区别仅在于:本实施例中,其中一根强刚度外骨架1的一侧成型有用于和活动框架系统接触限位的限位部13。该结构中,强刚度外骨架1仅成型限位部13,用于和活动框架系统接触限位,该类型的边框适用于固定边框(不夹持板件4)。As shown in FIG. 6 , the fifth embodiment of the combined frame system of the present invention is basically the same as the third embodiment, except that in this embodiment, one side of the
实施例6:Example 6:
如图7所示,本实用新型组合型框架系统的第六种实施例,该框架系统与实施例1基本相同,区别仅在于:本实施例中,靠近压条3的强刚度外骨架1在压条3的异侧成型有用于和活动框架系统或固定框架系统接触限位的限位部13。该结构中,限位部13与活动框架系统或固定框架系统接触限位,扣接位成型在该限位部13上扣装一根密封胶条,适用于活动框架系统或固定框架系统的端侧边框。As shown in FIG. 7 , the sixth embodiment of the combined frame system of the present invention is basically the same as the first embodiment, the only difference is that in this embodiment, the strong rigidity
实施例7:Example 7:
如图8所示,本实用新型组合型框架系统的第七种实施例,该框架系统与实施例1基本相同,区别仅在于:本实施例中,具有侧挡部12的强刚度外骨架1在侧挡部12的异侧成型有用于固定框架系统接触限位的限位部13。该结构中,强刚度外骨架1在侧挡部12的异侧成型限位部13,用于和固定框架系统接触限位,适用于活动框架系统的端侧边框。As shown in FIG. 8 , the seventh embodiment of the combined frame system of the present invention is basically the same as that of the first embodiment, the only difference being: in this embodiment, the strong rigidity
虽然本实用新型已以较佳实施例揭示如上,然而并非用以限定本实用新型。任何熟悉本领域的技术人员,在不脱离本实用新型技术方案范围的情况下,都可利用上述揭示的技术内容对本实用新型技术方案做出许多可能的变动和修饰,或修改为等同变化的等效实施例。因此,凡是未脱离本实用新型技术方案的内容,依据本实用新型技术实质对以上实施例所做的任何简单修改、等同变化及修饰,均应落在本实用新型技术方案保护的范围内。Although the present invention has been disclosed above with preferred embodiments, it is not intended to limit the present invention. Any person skilled in the art, without departing from the scope of the technical solution of the present invention, can utilize the technical content disclosed above to make many possible changes and modifications to the technical solution of the present invention, or be modified to equivalent changes, etc. effective example. Therefore, any simple modifications, equivalent changes and modifications made to the above embodiments according to the technical essence of the present invention without departing from the content of the technical solutions of the present invention should fall within the protection scope of the technical solutions of the present invention.
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