CN221721930U - Assembled building steel construction - Google Patents
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- CN221721930U CN221721930U CN202420115431.1U CN202420115431U CN221721930U CN 221721930 U CN221721930 U CN 221721930U CN 202420115431 U CN202420115431 U CN 202420115431U CN 221721930 U CN221721930 U CN 221721930U
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 50
- 239000010959 steel Substances 0.000 title claims abstract description 50
- 238000010276 construction Methods 0.000 title abstract description 8
- 230000007704 transition Effects 0.000 claims abstract description 20
- 230000007246 mechanism Effects 0.000 claims abstract description 11
- 238000000034 method Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 7
- 238000003466 welding Methods 0.000 abstract description 7
- 238000004939 coking Methods 0.000 abstract description 2
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 101001121408 Homo sapiens L-amino-acid oxidase Proteins 0.000 description 2
- 102100026388 L-amino-acid oxidase Human genes 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 101000827703 Homo sapiens Polyphosphoinositide phosphatase Proteins 0.000 description 1
- 102100023591 Polyphosphoinositide phosphatase Human genes 0.000 description 1
- 101100012902 Saccharomyces cerevisiae (strain ATCC 204508 / S288c) FIG2 gene Proteins 0.000 description 1
- 101100233916 Saccharomyces cerevisiae (strain ATCC 204508 / S288c) KAR5 gene Proteins 0.000 description 1
- 230000003796 beauty Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
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Abstract
本实用新型涉及焦化生产装置领域，公开了一种装配式建筑钢结构，包括：中部连接件，所述中部连接件的内侧中部固定连接有过渡梁，所述中部连接件的两个侧端均开设有插槽，所述中部连接件外角处的两个面均开设有预留安装孔，所述中部连接件的两个侧端插接有钢梁板且通过螺栓的形式进行安装固定；异形柱，所述异形柱的端部固定连接有插接板，所述异形柱安装在中部连接件的上下两侧，且所述插接板位于中部连接件的内部并与过渡梁相插接。本实用新型中，采用法兰式的连接，避免只靠焊接而在外力的情况下会很容易出现破坏，配合定位机构增加施工安装的精度，以及加强了柱子无法兰板边就的抗扭和抗剪的能力。
The utility model relates to the field of coking production equipment, and discloses an assembled building steel structure, including: a middle connecting piece, a transition beam is fixedly connected to the inner middle of the middle connecting piece, slots are provided at both side ends of the middle connecting piece, reserved installation holes are provided at both faces at the outer corners of the middle connecting piece, steel beam plates are plugged into the two side ends of the middle connecting piece and are installed and fixed by bolts; a special-shaped column, a plug-in plate is fixedly connected to the end of the special-shaped column, the special-shaped column is installed on the upper and lower sides of the middle connecting piece, and the plug-in plate is located inside the middle connecting piece and plugged with the transition beam. In the utility model, a flange connection is adopted to avoid damage that is easy to occur in the case of external force by welding alone, and the positioning mechanism is cooperated to increase the accuracy of construction and installation, and strengthen the torsion and shear resistance of the column that cannot be flanged.
Description
技术领域Technical Field
本实用新型涉及焦化生产装置领域，尤其涉及一种装配式建筑钢结构。The utility model relates to the field of coking production devices, in particular to an assembled building steel structure.
背景技术Background Art
配式建筑是指用预制构件(例如楼板、墙板、楼梯、阳台)在工地装配而成的建筑，装配式建筑具有建造速度快、受气候条件制约小、节约劳动力等优点；装配式建筑包括混凝土结构、钢结构、木结构等，其中钢结构装配式建筑是由钢构件构成的建筑。Prefabricated buildings refer to buildings assembled on site using prefabricated components (such as floor slabs, wall panels, stairs, and balconies). Prefabricated buildings have the advantages of fast construction, less constraints from climatic conditions, and labor savings. Prefabricated buildings include concrete structures, steel structures, wooden structures, etc., among which steel structure prefabricated buildings are buildings made of steel components.
在实现本申请过程中，发明人发现该技术中至少存在如下问题，现有的钢结构梁柱节点处通常采用焊接进行固定，由于施工人员的焊接水平参差不齐，导致节点处的强度不高，在钢结构梁柱遭受较大的外力时，节点处容易脱焊变形，因此，现在提出一种装配式钢结构建筑。In the process of implementing the present application, the inventors found that there are at least the following problems in the technology: the existing steel structure beam-column joints are usually fixed by welding. Due to the uneven welding level of the construction workers, the strength of the nodes is not high. When the steel structure beams and columns are subjected to large external forces, the nodes are prone to desoldering and deformation. Therefore, an assembled steel structure building is now proposed.
实用新型内容Utility Model Content
本实用新型的目的是为了解决现有技术中钢结构梁柱节点处的焊接强度不高，容易脱焊变形的问题，而提出的一种装配式建筑钢结构，The utility model aims to solve the problem that the welding strength at the steel structure beam-column joints in the prior art is low and easy to be de-welded and deformed, and proposes an assembled building steel structure.
为实现上述目的，本实用新型提供了如下技术方案：In order to achieve the above purpose, the utility model provides the following technical solutions:
一种装配式建筑钢结构，包括：An assembled building steel structure, comprising:
中部连接件，所述中部连接件的内侧中部固定连接有过渡梁，所述中部连接件的两个侧端均开设有插槽，所述中部连接件外角处的两个面均开设有预留安装孔，所述中部连接件的两个侧端插接有钢梁板且通过螺栓的形式进行安装固定；A middle connecting piece, wherein a transition beam is fixedly connected to the inner middle of the middle connecting piece, slots are provided at both side ends of the middle connecting piece, reserved mounting holes are provided at both surfaces at the outer corners of the middle connecting piece, and steel beam plates are inserted at both side ends of the middle connecting piece and are installed and fixed by bolts;
异形柱，所述异形柱的端部固定连接有插接板，所述异形柱安装在中部连接件的上下两侧，且所述插接板位于中部连接件的内部并与过渡梁相插接，所述异形柱与中部连接件插接后通过采用螺栓的形式进行安装固定。A special-shaped column, the end of which is fixedly connected with a plug-in plate, the special-shaped column is installed on the upper and lower sides of the middle connecting piece, and the plug-in plate is located inside the middle connecting piece and plugged with the transition beam. After the special-shaped column is plugged with the middle connecting piece, it is installed and fixed by using bolts.
进一步地，所述异形柱外壁位于端部处固定连接有连接板一，所述中部连接件外壁位于端部处固定连接有连接板二，所述连接板一和连接板二的形式相同且均开设有安装孔，所述中部连接件和连接板二通过螺栓进行安装组合。Furthermore, the outer wall of the special-shaped column is fixedly connected with a connecting plate 1 at the end, and the outer wall of the middle connecting member is fixedly connected with a connecting plate 2 at the end. The connecting plate 1 and the connecting plate 2 are of the same form and both have mounting holes. The middle connecting member and the connecting plate 2 are assembled and installed by bolts.
进一步地，所述插接板与过渡梁的连接处设置有两种不同的定位机构，以用于对异形柱和中部连接件的插接。Furthermore, two different positioning mechanisms are provided at the connection between the plug-in plate and the transition beam for plugging in the special-shaped column and the middle connecting piece.
进一步地，其中一种所述定位机构包括开设在插接板外角处的切槽，以及固定在过渡梁顶部外角处的插板，所述插板与切槽相插接。Furthermore, one of the positioning mechanisms includes a slot provided at an outer corner of a plug-in plate, and a plug-in plate fixed at an outer corner of a top portion of a transition beam, wherein the plug-in plate is plugged into the slot.
进一步地，另一种所述定位机构包括开设在插接板内角处的通孔，以及固定在过渡梁顶部内角处的插接杆，所述插接杆与通孔相插接。Furthermore, another positioning mechanism includes a through hole opened at the inner corner of the plug-in board, and a plug-in rod fixed at the inner corner of the top of the transition beam, and the plug-in rod is plugged into the through hole.
进一步地，所述钢梁板与中部连接件的插接具体包括固定在钢梁板端部的拼接板，所述拼接板的与中部连接件的外壁相贴合且通过螺栓进行安装固定，所述拼接板的侧面固定连接有钢榫，所述钢榫插接在插槽的内部后与插接板采用限位的方式相接触。Furthermore, the connection between the steel beam plate and the middle connecting piece specifically includes a splicing plate fixed at the end of the steel beam plate, the splicing plate is in contact with the outer wall of the middle connecting piece and is installed and fixed by bolts, and the side of the splicing plate is fixedly connected with a steel tenon, and after the steel tenon is inserted into the inside of the slot, it contacts with the plug-in plate in a limited manner.
进一步地，所述钢榫与插接板的限位方式具体包括开设在插接板底部的榫洞，所述榫洞开设的深度为钢梁板高度的一半。Furthermore, the limiting method of the steel tenon and the plug-in plate specifically includes a tenon hole opened at the bottom of the plug-in plate, and the depth of the tenon hole is half of the height of the steel beam plate.
本实用新型具有如下有益效果：The utility model has the following beneficial effects:
本实用新型中，不光具有施工速度快、绿色环保等优点，其还具有保证建筑外立面美观以及增加节点安全性的特点，首先异形柱与中部连接件采用法兰式的连接，避免只靠焊接而在外力的情况下会很容易出现破坏，同时通过中部连接件内部增加的两种定位机构，实现加强异形柱与中部连接件的安装稳定性，这样不仅可以增加施工安装的精度，而且可以增加柱子无法兰板边就的抗扭和抗剪的能力，从而达到和安装法兰板一样的效果，保证梁的安全性。The utility model not only has the advantages of fast construction speed and green environmental protection, but also has the characteristics of ensuring the beauty of the building facade and increasing the safety of the nodes. First, the special-shaped column and the middle connecting piece adopt a flange connection to avoid being easily damaged by welding under external force. At the same time, two positioning mechanisms are added inside the middle connecting piece to enhance the installation stability of the special-shaped column and the middle connecting piece. This not only increases the accuracy of construction and installation, but also increases the torsion and shear resistance of the column that cannot be flanged, thereby achieving the same effect as installing a flange plate and ensuring the safety of the beam.
附图说明BRIEF DESCRIPTION OF THE DRAWINGS
图1为本实用新型提出的一种装配式建筑钢结构的立体图；FIG1 is a three-dimensional diagram of an assembled building steel structure proposed by the present invention;
图2为本实用新型提出的一种装配式建筑钢结构中异形柱的结构示意图；FIG2 is a schematic structural diagram of a special-shaped column in an assembled building steel structure proposed by the present invention;
图3为本实用新型提出的一种装配式建筑钢结构的中部连接件示意图；FIG3 is a schematic diagram of a middle connecting member of an assembled building steel structure proposed by the present invention;
图4为本实用新型提出的一种装配式建筑钢结构的中部连接件立体图；FIG4 is a three-dimensional view of a middle connecting member of an assembled building steel structure proposed by the present invention;
图5为本实用新型提出的一种装配式建筑钢结构的中钢梁板的结构示意图。FIG5 is a schematic structural diagram of a middle steel beam plate of an assembled building steel structure proposed by the present invention.
图例说明：Legend:
1、异形柱；2、连接板一；3、拼接板；4、钢梁板；5、中部连接件；6、连接板二；7、插接板；8、通孔；9、榫洞；10、插接杆；11、插槽；12、过渡梁；13、插板；14、钢榫。1. Special-shaped column; 2. Connection plate 1; 3. Splicing plate; 4. Steel beam plate; 5. Middle connecting piece; 6. Connection plate 2; 7. Plug-in plate; 8. Through hole; 9. Tenon hole; 10. Plug-in rod; 11. Slot; 12. Transition beam; 13. Plug-in plate; 14. Steel tenon.
具体实施方式DETAILED DESCRIPTION
下面将结合本实用新型实施例中的附图，对本实用新型实施例中的技术方案进行清楚、完整地描述，显然，所描述的实施例仅仅是本实用新型一部分实施例，而不是全部的实施例。基于本实用新型中的实施例，本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例，都属于本实用新型保护的范围。The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.
本实用新型提供的一种实施例：一种装配式建筑钢结构，包括：An embodiment provided by the utility model: an assembled building steel structure, comprising:
参照图1，异形柱1的端部固定连接有插接板7，异形柱1安装在中部连接件5的上下两侧，且插接板7位于中部连接件5的内部并与过渡梁12相插接，在异形柱1和中部连接件5进行插接后，通过单边螺栓来固定各个部分，这样不仅可以增加施工安装的精度，而且可以增加柱子无法兰板边就的抗扭和抗剪的能力，从而达到和安装法兰板一样的效果，保证梁的安全性；Referring to FIG1 , the end of the special-shaped column 1 is fixedly connected with a plug-in plate 7, the special-shaped column 1 is installed on the upper and lower sides of the middle connecting piece 5, and the plug-in plate 7 is located inside the middle connecting piece 5 and plugged with the transition beam 12. After the special-shaped column 1 and the middle connecting piece 5 are plugged, each part is fixed by a single-sided bolt, which can not only increase the accuracy of construction and installation, but also increase the torsion and shear resistance of the column without flange plate edge, thereby achieving the same effect as installing the flange plate and ensuring the safety of the beam;
其中插接板7与过渡梁12的连接处设置有两种不同的定位机构，分别为以下两种：There are two different positioning mechanisms at the connection between the plug-in board 7 and the transition beam 12, which are the following two:
其中一种定位机构包括开设在插接板7外角处的切槽，以及固定在过渡梁12顶部外角处的插板13，插板13与切槽相插接，以用于对异形柱1和中部连接件5的插接；One of the positioning mechanisms includes a slot provided at the outer corner of the plug-in plate 7, and a plug-in plate 13 fixed at the outer corner of the top of the transition beam 12, the plug-in plate 13 is plugged into the slot to be used for plugging the special-shaped column 1 and the middle connecting piece 5;
另一种定位机构包括开设在插接板7内角处的通孔，以及固定在过渡梁12顶部内角处的插接杆10，插接杆10与通孔相插接，以用于对异形柱1和中部连接件5的插接；Another positioning mechanism includes a through hole opened at the inner corner of the plug-in plate 7, and a plug-in rod 10 fixed at the inner corner of the top of the transition beam 12, the plug-in rod 10 is plugged into the through hole to plug the special-shaped column 1 and the middle connecting piece 5;
具体的，在异形柱1和中部连接件5进行插接后，插接板7底部的切槽和通孔8会与中部连接件5内部的过渡梁12和插接杆10对应插接，实现加强异形柱1与中部连接件5的安装稳定性。Specifically, after the special-shaped column 1 and the middle connecting piece 5 are plugged in, the groove and the through hole 8 at the bottom of the plug-in plate 7 will be plugged in correspondingly with the transition beam 12 and the plug-in rod 10 inside the middle connecting piece 5, thereby strengthening the installation stability of the special-shaped column 1 and the middle connecting piece 5.
参照图3和图4，中部连接件5的内侧中部固定连接有过渡梁12，中部连接件5的两个侧端均开设有插槽11，中部连接件5外角处的两个面均开设有预留安装孔，中部连接件5的两个侧端插接有钢梁板4且通过螺栓的形式进行安装固定；3 and 4, a transition beam 12 is fixedly connected to the inner middle of the middle connecting member 5, slots 11 are provided at both side ends of the middle connecting member 5, reserved mounting holes are provided at both surfaces at the outer corners of the middle connecting member 5, and steel beam plates 4 are inserted at both side ends of the middle connecting member 5 and fixed by bolts;
其中参照图5，钢梁板4与中部连接件5的插接具体包括固定在钢梁板4端部的拼接板3，拼接板3的与中部连接件5的外壁相贴合且通过螺栓进行安装固定，拼接板3的侧面固定连接有钢榫14，钢榫14插接在插槽11的内部后，由于插接板7底部存在开设的榫洞9，榫洞9开设的深度为钢梁板4高度的一半，此时插接后钢榫14位于榫洞9内且由两个榫洞9进行包裹。Referring to Figure 5, the connection between the steel beam plate 4 and the middle connecting piece 5 specifically includes a splicing plate 3 fixed at the end of the steel beam plate 4, the splicing plate 3 is in contact with the outer wall of the middle connecting piece 5 and is installed and fixed by bolts, and the side of the splicing plate 3 is fixedly connected with a steel tenon 14. After the steel tenon 14 is inserted into the interior of the slot 11, since there is a tenon hole 9 opened at the bottom of the plug-in plate 7, the depth of the tenon hole 9 is half of the height of the steel beam plate 4. At this time, after the connection, the steel tenon 14 is located in the tenon hole 9 and is wrapped by two tenon holes 9.
参照图2，异形柱1外壁位于端部处固定连接有连接板一2，中部连接件5外壁位于端部处固定连接有连接板二6，连接板一2和连接板二6的形式相同且均开设有安装孔，中部连接件5和连接板二6通过螺栓进行安装组合；2, the outer wall of the special-shaped column 1 is fixedly connected with a connecting plate 2 at the end, and the outer wall of the middle connecting member 5 is fixedly connected with a connecting plate 2 6 at the end. The connecting plate 2 and the connecting plate 2 6 are of the same form and both have mounting holes. The middle connecting member 5 and the connecting plate 2 6 are assembled and installed by bolts;
具体的，在异形柱1和中部连接件5的外壁处添加连接板一2和连接板二6，以实现法兰的方式进行连接，避免了只靠焊接的形式，在外力的情况下会很容易出现破坏。Specifically, connecting plate 1 2 and connecting plate 2 6 are added to the outer walls of the special-shaped column 1 and the middle connecting member 5 to achieve flange connection, thereby avoiding the form of relying solely on welding, which may be easily damaged under external force.
工作原理：首先异形柱1与中部连接件5采用法兰的方式进行连接，避免了只靠焊接的形式，在外力的情况下会很容易出现破坏，所以需要在异形柱1和中部连接件5的外壁处添加连接板一2和连接板二6，以实现法兰的方式进行连接，在异形柱1和中部连接件5进行插接后，插接板7底部的切槽和通孔8会与中部连接件5内部的过渡梁12和插接杆10对应插接，之后通过单边螺栓来固定各个部分，这样不仅可以增加施工安装的精度，而且可以增加柱子无法兰板边就的抗扭和抗剪的能力，从而达到和安装法兰板一样的效果，保证梁的安全性。Working principle: First, the special-shaped column 1 and the middle connecting piece 5 are connected by flange, avoiding the form of relying solely on welding, which will be easily damaged under external force. Therefore, it is necessary to add connecting plate 1 2 and connecting plate 2 6 at the outer walls of the special-shaped column 1 and the middle connecting piece 5 to realize the connection by flange. After the special-shaped column 1 and the middle connecting piece 5 are plugged in, the groove and through hole 8 at the bottom of the plug-in plate 7 will correspond to the transition beam 12 and the plug-in rod 10 inside the middle connecting piece 5, and then the various parts are fixed by single-sided bolts. This not only increases the accuracy of construction and installation, but also increases the torsion and shear resistance of the column without flange edges, thereby achieving the same effect as installing flange plates and ensuring the safety of the beams.
最后应说明的是：以上所述仅为本实用新型的优选实施例而已，并不用于限制本实用新型，尽管参照前述实施例对本实用新型进行了详细的说明，对于本领域的技术人员来说，其依然可以对前述各实施例所记载的技术方案进行修改，或者对其中部分技术特征进行等同替换，凡在本实用新型的精神和原则之内，所作的任何修改、等同替换、改进等，均应包含在本实用新型的保护范围之内。Finally, it should be noted that the above is only a preferred embodiment of the present invention and is not intended to limit the present invention. Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art can still modify the technical solutions described in the aforementioned embodiments or make equivalent substitutions for some of the technical features therein. Any modifications, equivalent substitutions, improvements, etc. made within the spirit and principles of the present invention should be included in the protection scope of the present invention.
Claims (7)
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