CN111980172A - Mortise and tenon self-locking type column-column connecting node capable of being unlocked - Google Patents
Mortise and tenon self-locking type column-column connecting node capable of being unlocked Download PDFInfo
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- CN111980172A CN111980172A CN202010960153.6A CN202010960153A CN111980172A CN 111980172 A CN111980172 A CN 111980172A CN 202010960153 A CN202010960153 A CN 202010960153A CN 111980172 A CN111980172 A CN 111980172A
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- 229910000831 Steel Inorganic materials 0.000 claims description 38
- 239000010959 steel Substances 0.000 claims description 38
- 230000000670 limiting effect Effects 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 3
- 230000007613 environmental effect Effects 0.000 abstract 1
- 238000010586 diagram Methods 0.000 description 9
- 238000005034 decoration Methods 0.000 description 3
- 238000005192 partition Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/2406—Connection nodes
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/24—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
- E04B1/2403—Connection details of the elongated load-supporting parts
- E04B2001/246—Post to post connections
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- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
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Abstract
本发明公开了一种可解锁的榫卯自锁式柱‑柱连接节点,用于连接上部模块单元和下部模块单元。该柱‑柱连接方式可应用于角部模块单元,边缘模块单元以及中间模块单元的连接。下部模块单元的模块柱上端通过连接板焊接有内盒,上部模块单元的模块柱的下端焊有外盒。在连接的过程中,焊接在内盒中作用板上的榫头会在弹簧的推力作用下划入到外盒上预先设置好的榫孔中,从而完成上下模块单元的柱‑柱连接。本自锁连接节点只将上下模块在对应位置处插入贴近即可实现可靠连接,不需要额外的连接操作。本发明可实现建筑工业化,具有加快建设进度,节能环保等优点。
The invention discloses an unlockable mortise and tenon self-locking post-column connection node, which is used for connecting an upper module unit and a lower module unit. The column-column connection method can be applied to the connection of corner modular units, edge modular units and intermediate modular units. The upper end of the module column of the lower module unit is welded with an inner box through the connecting plate, and the lower end of the module column of the upper module unit is welded with an outer box. During the connection process, the tenon welded on the action plate in the inner box will be drawn into the pre-set tenon hole on the outer box under the thrust of the spring, thereby completing the column-column connection of the upper and lower modular units. The self-locking connection node can realize reliable connection only by inserting the upper and lower modules at the corresponding positions close to each other, and no additional connection operation is required. The invention can realize building industrialization, and has the advantages of speeding up the construction progress, energy saving and environmental protection.
Description
技术领域technical field
本发明属于建筑设计技术领域,更具体地,涉及一种模块化钢结构建筑的榫卯自锁式柱-柱连接节点。The invention belongs to the technical field of architectural design, and more particularly relates to a mortise-and-mortise self-locking column-column connection node of a modular steel structure building.
背景技术Background technique
模块化钢结构上部模块单元与下部模块单元之间的可靠连接对于整个模块化钢结构建筑的受力性能至关重要。传统的模块单元间的连接一般采用螺栓连接或焊缝连接,但是这两种模块单元间的连接方式存在一些问题。首先,现场的螺栓连接和焊缝连接会增加现场工作量;其次,这两种节点形式在连接过程中需要一定的操作的空间,但是对于已经完成隔墙、楼板等内部装饰的集成模块而言,无法提供螺栓连接和焊缝连接的操作空间。例如模块化钢结构的中柱节点具有“八柱十六梁”特色,多面隔墙和楼板构件的存在使得传统的螺栓连接和焊缝连接基本是不能实现的。另一方面,传统的螺栓连接和焊缝连接难以保证在不破坏模块单元本身完好程度的基础上实现拆除。因此,采用一种不与模块单元构件和内部装饰相冲突以及能够轻松实现解锁的节点形式是解决模块化钢结构连接节点问题的关键。The reliable connection between the upper modular unit and the lower modular unit of the modular steel structure is very important for the mechanical performance of the entire modular steel structure building. The traditional connection between modular units is generally bolted or welded, but there are some problems in the connection between the two modular units. First, the on-site bolt connection and weld connection will increase the workload on site; secondly, these two types of joints require a certain amount of space for operation during the connection process, but for integrated modules that have completed interior decoration such as partition walls and floor slabs , which cannot provide operating space for bolted and welded connections. For example, the central column node of the modular steel structure has the characteristics of "eight columns and sixteen beams", and the existence of multi-faceted partition walls and floor components makes the traditional bolt connection and weld connection basically impossible. On the other hand, it is difficult for traditional bolted and welded connections to be removed without destroying the integrity of the modular unit itself. Therefore, adopting a node form that does not conflict with the modular unit components and interior decoration and can be easily unlocked is the key to solving the problem of modular steel structure connection nodes.
发明内容SUMMARY OF THE INVENTION
针对上述存在的技术不足,本发明的目的是提供一种应用于模块化钢结构建筑的榫卯自锁式柱-柱连接节点。该连接方式不与模块单元的楼板,隔墙等构件以及内部装饰相冲突,只需将工厂预制的上下模块单元吊装到现场,在对应位置处插入贴近即可实现可靠连接,不需要额外的连接操作。In view of the above-mentioned technical deficiencies, the purpose of the present invention is to provide a mortise-and-mortise self-locking column-column connection node applied to a modular steel structure building. This connection method does not conflict with the floor, partition walls and other components of the modular unit, as well as the internal decoration. It only needs to hoist the factory prefabricated upper and lower modular units to the site, and insert them at the corresponding positions to achieve reliable connection. No additional connections are required. operate.
本发明的技术方案如下:The technical scheme of the present invention is as follows:
一种可解锁的榫卯自锁式柱-柱连接节点,主要由下模块柱1、上模块柱2、内盒3和外盒4组成,所述的下模块柱1为方形钢管柱,下模块柱1的上部通过焊缝与内盒3底部设置的连接板12相接;An unlockable mortise and tenon self-locking column-column connection node is mainly composed of a
所述内盒3包括内盒边框5、连接钢管6、垫片7、作用板8、限位挡块9、榫头10、作用弹簧11、连接板12和限位板13;两作用板8通过限位挡块9限位并固定,两作用板8间存在间距;作用板8上开有通孔,供连接钢管6穿过;位于两作用板8间的连接钢管6上套装有作用弹簧11和垫片7,垫片7位于作用弹簧11两端;榫头10固定在作用板8的外表面;连接板12焊接在内盒边框5下端,其上焊有的限位板13;内盒边框5上开设圆孔,以便于安装允许作用板8产生定向滑移的连接钢管6;内盒边框5上设有矩形开口,使得焊接在作用板8上的榫头10在作用板8失去限位挡块9的限制作用下,在作用弹簧11及垫片7的推力作用下向两侧滑动;连接板12上的限位板13防止被触发板16推落的限位挡块9随意移动;The
所述的上模块柱2的下端焊有外盒4;所述外盒4包括外盒边框14、榫孔15和触发板16;外盒边框14上设置与内盒3上榫头10位置相对应的榫孔15,外盒4上端焊有触发板16。The lower end of the
本发明的有益效果:该榫卯自锁式连接节点可以在很大程度上减少现场的施工工作量,加快模块化钢结构的建设进度,该节点传力清晰,内盒相当于插件,其与外盒的贴合能够传递剪力,同时榫头和榫孔的连接可以抵抗模块单元在使用过程中所产生的拉拔力,这种节点还具有可解锁的优势,而且解锁方式简单易操作,因此所提出的可解锁的榫卯自锁式连接节点具有较高的实用价值,是值得推广的。The beneficial effects of the invention: the tenon-mortise self-locking connection node can greatly reduce the construction workload on site and speed up the construction progress of the modular steel structure, the node transmits force clearly, the inner box is equivalent to a plug-in, and The fit of the outer box can transmit the shear force, and the connection between the tenon and the tenon hole can resist the pulling force generated by the module unit during use. This kind of node also has the advantage of being unlockable, and the unlocking method is simple and easy to operate, so The proposed unlockable mortise-and-mortise self-locking connection node has high practical value and is worthy of promotion.
附图说明Description of drawings
图1为本发明实施例提供的上下相邻两个框架柱的连接示意图;Fig. 1 is the connection schematic diagram of two adjacent frame columns up and down according to an embodiment of the present invention;
图2为本发明实施例提供的上部模块中框架柱的结构示意图;2 is a schematic structural diagram of a frame column in an upper module provided by an embodiment of the present invention;
图3为本发明实施例提供的外盒的总体结构示意图;3 is a schematic diagram of the overall structure of an outer box provided by an embodiment of the present invention;
图4为本发明实施例提供的下部模块中框架柱的结构示意图;4 is a schematic structural diagram of a frame column in a lower module provided by an embodiment of the present invention;
图5为本发明实施例提供的内盒的总体结构示意图;5 is a schematic diagram of the overall structure of an inner box provided by an embodiment of the present invention;
图6为本发明实施例提供的内盒的边框内的子结构总体示意图;6 is an overall schematic diagram of a substructure in a frame of an inner box according to an embodiment of the present invention;
图7为本发明实施例提供的边部及中部模块单元连接所需的内盒组合结构示意图;7 is a schematic diagram of an inner box assembly structure required for connection of side and middle modular units according to an embodiment of the present invention;
图8为本发明实施例提供的模块单元的总体结构示意图;8 is a schematic diagram of the overall structure of a module unit provided by an embodiment of the present invention;
图9为本发明实施例提供的上部模块与下部模块的总装示意图。FIG. 9 is a schematic diagram of an assembly of an upper module and a lower module according to an embodiment of the present invention.
图中:1-下模块柱;2-上模块柱;3-内盒;4-外盒;5-内盒边框;6-连接钢管;7-垫片;8-作用板;9-限位挡块;10-榫头;11-作用弹簧;12-连接板;13-限位板;14-外盒边框;15-榫孔;16-触发板。In the figure: 1- lower module column; 2- upper module column; 3- inner box; 4- outer box; 5- inner box frame; 6- connecting steel pipe; 7- gasket; 8- action plate; 9- limit Block; 10-tenon; 11-action spring; 12-connecting plate; 13-limiting plate; 14-outer box frame; 15-tenon hole; 16-triggering plate.
具体实施方式Detailed ways
以下结合附图和技术方案,进一步说明本发明的具体实施方式。The specific embodiments of the present invention will be further described below with reference to the accompanying drawings and technical solutions.
如图1至图9所示,一种可解锁的榫卯自锁式柱-柱连接节点,主要由下模块柱1、上模块柱2、内盒3和外盒4组成,所述的下模块柱1为方形钢管柱,下模块柱1的上部通过焊缝与内盒3底部设置的连接板12相接;As shown in Figures 1 to 9, an unlockable mortise and tenon self-locking column-column connection node is mainly composed of a
所述内盒3包括内盒边框5、连接钢管6、垫片7、作用板8、限位挡块9、榫头10、作用弹簧11、连接板12和限位板13;两作用板8通过限位挡块9限位并固定,两作用板8间存在间距;作用板8上开有通孔,供连接钢管6穿过;位于两作用板8间的连接钢管6上套装有作用弹簧11和垫片7,垫片7位于作用弹簧11两端;榫头10固定在作用板8的外表面;连接板12焊接在内盒边框5下端,其上焊有的限位板13;内盒边框5上开设圆孔,以便于安装允许作用板8产生定向滑移的连接钢管6;内盒边框5上设有矩形开口,使得焊接在作用板8上的榫头10在作用板8失去限位挡块9的限制作用下,在作用弹簧11及垫片7的推力作用下向两侧滑动;连接板12上的限位板13防止被触发板16推落的限位挡块9随意移动;The
所述的上模块柱2的下端焊有外盒4;所述外盒4包括外盒边框14、榫孔15和触发板16;外盒边框14上设置与内盒3上榫头10位置相对应的榫孔15,外盒4上端焊有触发板16。The lower end of the
所述限位挡块9为矩形截面薄钢板共设置一对。The limiting
所述榫头10为矩形截面钢块,共设置两对,每侧各一对。The
所述连接钢管6为空心圆钢管截面,共设置六根。The connecting
所述作用弹簧11和垫片7数量分别为六根和十二片。The number of the
所述触发板16为矩形截面钢板,共有两片。The
所述限位板13为矩形截面钢板,共有四片。The
所述作用板12为矩形截面钢板,共有两片。The
使用时,将在工厂预制完成地模块单元吊装到现场,其中外盒4焊接在上模块柱2的下端,内盒3焊接在下模块柱1的上端。内盒3的外围尺寸与外盒4的空心尺寸相对应。在模块单元连接的过程中,外盒4顶部焊接的触发板16在接触到限位挡块9之后,会在重力的作用下对其产生挤压,迫使限位挡块9向下滑动,直至限位挡块9滑落,然后作用板12不再受限位作用,在内盒3完全插入外盒4之后,作用板12会在作用弹簧11的作用下向两侧滑动,从而带动焊接于其上的榫头10移入到外盒4上预先设置的榫孔15中,从而完成上下模块单元的连接。When in use, the prefabricated modular unit in the factory is hoisted to the site, wherein the
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| CN114134997A (en) * | 2021-11-10 | 2022-03-04 | 河北工业大学 | A beam-beam, column-column and column foundation splicing structure with assembled tenon-and-mortise connection |
| CN114277929A (en) * | 2021-12-23 | 2022-04-05 | 中国矿业大学 | Modular steel structure reverse self-locking column-column connecting node and connecting method |
| CN115110644A (en) * | 2022-08-01 | 2022-09-27 | 南方科技大学 | Be applied to modularization steel pipe structure's auto-lock connected node |
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| CN113863507A (en) * | 2021-10-12 | 2021-12-31 | 天津大学 | Easy-to-detach self-locking connecting node and unlocking tool for integrated box type house |
| CN113863507B (en) * | 2021-10-12 | 2022-06-28 | 天津大学 | Quick detachable, auto-lock connected node in integrated box house |
| CN114134997A (en) * | 2021-11-10 | 2022-03-04 | 河北工业大学 | A beam-beam, column-column and column foundation splicing structure with assembled tenon-and-mortise connection |
| CN114277929A (en) * | 2021-12-23 | 2022-04-05 | 中国矿业大学 | Modular steel structure reverse self-locking column-column connecting node and connecting method |
| CN114277929B (en) * | 2021-12-23 | 2023-11-03 | 中国矿业大学 | A modular steel structure reverse self-locking column-column connection node and connection method |
| CN115110644A (en) * | 2022-08-01 | 2022-09-27 | 南方科技大学 | Be applied to modularization steel pipe structure's auto-lock connected node |
| CN115110644B (en) * | 2022-08-01 | 2023-11-10 | 南方科技大学 | A self-locking connection node applied to modular steel tube structures |
| CN118128191A (en) * | 2023-04-26 | 2024-06-04 | 中建科工集团绿色科技有限公司 | A building structure and a connection structure for modular building structures |
| CN116556518A (en) * | 2023-06-16 | 2023-08-08 | 太原理工大学 | A new type of prefabricated steel structure column-column splicing joint with self-locking ability |
| CN116556518B (en) * | 2023-06-16 | 2026-04-17 | 太原理工大学 | A new type of prefabricated steel structure column-column splicing node with self-locking capability |
| CN116988577A (en) * | 2023-08-31 | 2023-11-03 | 中国十七冶集团有限公司 | Reinforced concrete hollow sandwich plate column assembly structure and construction method thereof |
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