CN107119800A - A kind of many high-rise assembled modularization Self-resetting steel construction square tube post frame systems - Google Patents
A kind of many high-rise assembled modularization Self-resetting steel construction square tube post frame systems Download PDFInfo
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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
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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
- E04B2001/2415—Brackets, gussets, joining plates
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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
- E04B2001/2418—Details of bolting
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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
- E04B2001/2454—Connections between open and closed section profiles
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Abstract
一种多高层装配式模块化自复位钢结构方管柱框架体系,属于结构工程技术领域,包括外节点模块、角节点模块和内节点模块。本发明提出一种新型装配式模块,截取框架的节点及反弯点处作为整体进行装配,框架反弯点弯矩很小,柱与柱可采用较弱的连接方式,而且连接方式灵活,减少钢用量和降低连接难度。预应力钢绞线的设计,可以减小框架节点在地震后的残余变形,并实现自复位的效果。托板,盖板和外肋的设置,可使梁精准定位的同时,提节点的稳定性。外肋设置在梁翼缘内部,提高局部承载力的同时,还可以达到美观的效果。而且在钢结构体系的生产和施工中,将模块化,工厂化,标准化和装配化相结合,实现了工厂化生产,降低了工程造价。
A multi-high-rise assembled modular self-resetting steel structure square tube column frame system belongs to the technical field of structural engineering and includes outer node modules, corner node modules and inner node modules. The invention proposes a new type of assembled module, which intercepts the joints and inflection points of the frame and assembles them as a whole. Reduced steel usage and reduced connection difficulty. The design of the prestressed steel strand can reduce the residual deformation of the frame joints after the earthquake and realize the effect of self-resetting. The setting of supporting plate, cover plate and outer rib can make the beam be precisely positioned and at the same time improve the stability of the node. The outer ribs are arranged inside the beam flange, which can not only improve the local bearing capacity, but also achieve an aesthetic effect. Moreover, in the production and construction of the steel structure system, modularization, factoryization, standardization and assembly are combined to realize factory production and reduce project cost.
Description
技术领域technical field
本发明涉及一种多高层装配式模块化自复位钢结构方管柱框架体系,属于结构工程技术领域。The invention relates to a multi-high-rise assembled modular self-resetting steel structure square pipe column frame system, which belongs to the technical field of structural engineering.
背景技术Background technique
在建筑的全寿命周期内,最大限度地节约资源(节地、节能、节水、节材)、保护环境和减少污染,为人们提供健康、适用、高效的使用空间,与自然和谐共生的建筑。这一理念是转变经济增长方式和推动可持续发展的重要战略转型,真正为我国房屋(住宅)钢结构相应体系创新及产业化提供了重大机遇。In the whole life cycle of the building, save resources to the greatest extent (land saving, energy saving, water saving, material saving), protect the environment and reduce pollution, provide people with healthy, applicable and efficient use of space, and a building that coexists harmoniously with nature . This concept is an important strategic transformation for changing the mode of economic growth and promoting sustainable development, and it truly provides a major opportunity for the innovation and industrialization of the corresponding system of steel structures for houses (residential buildings) in my country.
目前,国内外对高层钢结构住宅的系统研究正处于起步阶段,工业化装配式高层钢结构体系创新势在必行。传统的钢结构住宅建筑施工时采用了大量的焊接,施工速度慢,对环境的污染严重,最重要的是焊缝的质量不宜控制,严重影响建筑物的安全性能。At present, the systematic research on high-rise steel structure residences at home and abroad is in its infancy, and the innovation of industrially assembled high-rise steel structure systems is imperative. A lot of welding is used in the construction of traditional steel structure residential buildings, the construction speed is slow, and the pollution to the environment is serious. The most important thing is that the quality of the welds is not suitable for control, which seriously affects the safety performance of the building.
发明内容Contents of the invention
本发明提出了一种属于结构工程技术领域的一种多高层装配式模块化自复位钢结构方管柱框架体系。其目的在于提出一种新型装配式模块,截取框架的节点及反弯点处作为整体进行装配,框架反弯点弯矩很小,柱与柱可采用较弱的连接方式,而且连接方式灵活,减少钢用量和降低连接难度。预应力钢绞线的设计,可以减小框架节点在地震后的残余变形,并实现自复位的效果。托板,盖板和外肋的设置,可使梁精准定位的同时,提节点的稳定性。外肋设置在梁翼缘内部,提高局部承载力的同时,还可以达到美观的效果。而且在钢结构体系的生产和施工中,将模块化,工厂化,标准化和装配化相结合,实现了工厂化生产,现场快速装配,在保证施工质量的前提下,提高了施工速度,减少了施工工期,降低了工程造价。The invention proposes a multi-high-rise assembled modular self-resetting steel structure square pipe column frame system belonging to the technical field of structural engineering. The purpose is to propose a new type of prefabricated module, which intercepts the nodes and inflection points of the frame and assembles it as a whole. The bending moment at the inflection point of the frame is very small, and the column and column can be connected in a weaker and flexible way. Reduce the amount of steel and reduce the difficulty of connection. The design of the prestressed steel strand can reduce the residual deformation of the frame joints after the earthquake and realize the effect of self-resetting. The setting of supporting plate, cover plate and outer rib can make the beam be precisely positioned and at the same time improve the stability of the node. The outer ribs are arranged inside the beam flange, which can not only improve the local bearing capacity, but also achieve an aesthetic effect. Moreover, in the production and construction of the steel structure system, modularization, factoryization, standardization and assembly are combined to realize factory production and on-site quick assembly. On the premise of ensuring the construction quality, the construction speed is improved and the cost is reduced. The construction period is shortened, and the project cost is reduced.
一种多高层装配式模块化自复位钢结构方管柱框架体系,该体系包括外节点模块(A)、角节点模块(B)和内节点模块(C);该体系包括外节点模块(A)、角节点模块(B)和内节点模块(C);所述角节点模块(B)和内节点模块(C)与外节点模块(A)组成及结构相似,角节点模块(B)为L形结构,内节点模块(C)为十字形结构,外节点模块(A)为T形结构。外节点模块(A)设置在钢结构方管柱框架体系的外围中间,角节点模块(B)设置在钢结构方管柱框架体系的角部,内节点模块(C)设置在钢结构方管柱框架体系的中间位置;。A multi-high-rise assembled modular self-resetting steel structure square pipe column frame system, the system includes an outer node module (A), a corner node module (B) and an inner node module (C); the system includes an outer node module (A ), corner node module (B) and inner node module (C); described corner node module (B) and inner node module (C) are similar in composition and structure to outer node module (A), and corner node module (B) is L-shaped structure, the inner node module (C) is a cross-shaped structure, and the outer node module (A) is a T-shaped structure. The outer node module (A) is set in the middle of the periphery of the steel structure square tube column frame system, the corner node module (B) is set at the corner of the steel structure square tube column frame system, and the inner node module (C) is set in the steel structure square tube The middle position of the column frame system;.
所述外节点模块(A)包括方管柱(1)、梁(2)、预应力钢绞线I(3)、预应力钢绞线II(4)、托板(5)、盖板(6)、外肋(7)、加筋肋(8)、端板I(9)和端板II(10)。方管柱(1)长度为层高,在方管柱(1)中部相邻三面焊接托板(5),并保证托板(5)水平,在托板(5)上方距离一个梁高的地方水平焊接盖板(6),并保证托板(5)上表面到盖板(6)下表面之间的距离为一个梁高。在每个托板(5)两侧竖直焊接外肋(7),并保证外肋(7)外表面与方管柱(1)侧面在同一平面。端板II(10)焊接在方管柱(1)的侧面,并保证端板II(10)在托板(5)与盖板(6)之间。梁(2)采用H型钢,在靠近柱的梁端焊接端板I(9),在梁中部竖直焊接加筋肋(8)。预应力钢绞线I(3)从一侧梁中的加筋肋(8)穿越方管柱(1)到另一侧梁中的加筋肋(8);预应力钢绞线I(3)在加筋肋(8)外侧用锁头锁住。预应力钢绞线II(4)从方管柱(1)一侧端板II(10)处穿越方管柱(1)到另一侧梁中的加筋肋(8);预应力钢绞线II(4)分别在加筋肋(8)处和端板II(10)处用锁头锁住。The outer node module (A) includes a square column (1), a beam (2), a prestressed steel strand I (3), a prestressed steel strand II (4), a supporting plate (5), a cover plate ( 6), outer ribs (7), stiffening ribs (8), end plate I (9) and end plate II (10). The length of the square pipe column (1) is the floor height, and the support plate (5) is welded on three adjacent sides in the middle of the square pipe column (1), and the support plate (5) is guaranteed to be horizontal, and the distance above the support plate (5) is one beam height Weld the cover plate (6) horizontally in place, and ensure that the distance between the upper surface of the supporting plate (5) and the lower surface of the cover plate (6) is a beam height. Vertically weld the outer ribs (7) on both sides of each supporting plate (5), and ensure that the outer surface of the outer ribs (7) is on the same plane as the side of the square pipe column (1). The end plate II (10) is welded on the side of the square pipe column (1), and it is ensured that the end plate II (10) is between the supporting plate (5) and the cover plate (6). The beam (2) adopts H-shaped steel, and the end plate I (9) is welded at the beam end close to the column, and the stiffening rib (8) is welded vertically in the middle of the beam. The prestressed steel strand I (3) passes through the square pipe column (1) from the stiffened rib (8) in one side beam to the stiffened rib (8) in the other side beam; the prestressed steel strand I (3) ) is locked with a lock on the outside of the rib (8). The prestressed steel strand II (4) passes through the square tubular column (1) from the end plate II (10) on one side of the square tubular column (1) to the stiffened rib (8) in the other side beam; the prestressed steel strand Line II (4) is locked with a lock at the rib (8) and end plate II (10) respectively.
所述多高层装配式模块化自复位钢结构方管柱框架体系中各模块之间梁的连接采用螺栓连接,包括连接板I(11)和连接板II(12)。连接板I(11)置于梁翼缘外侧,连接板II(12)置于梁翼缘内侧。但是梁与梁之间的连接形式不仅限于此形式,还可以采用其他螺栓连接形式。In the multi-story assembled modular self-resetting steel structure square tube column frame system, the beams between the modules are connected by bolts, including the connecting plate I (11) and the connecting plate II (12). The connecting plate I (11) is placed outside the beam flange, and the connecting plate II (12) is placed inside the beam flange. However, the connection form between beams is not limited to this form, and other bolt connection forms can also be used.
所述多高层装配式模块化自复位钢结构方管柱框架体系中各模块之间柱的连接可以采用螺栓连接或焊接连接,根据不同条件可选择不同的连接方式;根据需要还可以在柱内浇筑混凝土,加强柱的连接。The connection of the columns between the modules in the multi-high-rise assembled modular self-resetting steel structure square tube column frame system can be connected by bolts or welding, and different connection methods can be selected according to different conditions; Pour concrete to strengthen the column connections.
所述外节点模块(A)中,托板(5)和盖板(6)具有相同尺寸,端板I(9)和端板II(10)与柱具有位置相对、大小相同的螺栓孔。各模块之间梁的连接中,连接板I(11)和连接板II(12)具有相同长度,具有位置相对、大小相同的螺栓孔,该螺栓孔布置为单排或多排螺栓连接,螺栓数量、规格根据具体情况而定。In the outer node module (A), the supporting plate (5) and the cover plate (6) have the same size, and the end plate I (9) and the end plate II (10) and the column have bolt holes with the same position and the same size. In the connection of the beams between the modules, the connecting plate I (11) and the connecting plate II (12) have the same length, and have bolt holes with opposite positions and the same size. The bolt holes are arranged as single or multiple rows of bolt connections. Quantity and specifications depend on specific circumstances.
所述多高层装配式模块化自复位钢结构方管柱框架体系中,所有构件均在工厂内预制加工完成,并在工厂内完成各模块的拼装。先将梁与柱及上面相关肋板焊接完成,再将梁放置到托板(5)与盖板(6)之间,然后穿预应力钢绞线进行张拉并锚固,即可实现各模块的制作。在现场只需要进行柱与柱的连接和梁与梁的螺栓连接即可完成框架;根据实际工程需要,可在柱内浇筑混凝土。In the multi-story prefabricated modular self-resetting steel structure square tube column frame system, all components are prefabricated and processed in the factory, and the assembly of each module is completed in the factory. Firstly, the beams and columns and the relevant upper ribs are welded, and then the beams are placed between the support plate (5) and the cover plate (6), and then the prestressed steel strands are threaded for tension and anchoring, and each module can be realized. production. On site, it is only necessary to connect columns to columns and bolts to beams to complete the frame; according to actual engineering needs, concrete can be poured in the columns.
本发明的有益效果是,上述的多高层装配式模块化自复位钢结构方管柱框架体系中的所有的模块都在工厂加工预制,现场只需进行模块间连接件的安装就可以完成建设。由于框架反弯点弯矩很小,柱与柱可采用较弱的连接方式,而且连接方式灵活,减少钢用量和降低连接难度。预应力钢绞线的设计,可以减小框架节点在地震后的残余变形,并实现自复位的效果。托板,盖板和外肋的设置,可使梁精准定位的同时,提节点的稳定性。外肋设置在梁翼缘内部,提高局部承载力的同时,还可以达到美观的效果。而且在钢结构体系的生产和施工中,将模块化,工厂化,标准化和装配化相结合,实现了工厂化生产,现场快速装配,在保证施工质量的前提下,提高了施工速度,减少了施工工期,降低了工程造价。The beneficial effect of the present invention is that all the modules in the above-mentioned multi-story assembled modular self-resetting steel structure square pipe column frame system are processed and prefabricated in the factory, and the construction can be completed only by installing the connectors between the modules on site. Since the bending moment at the inflection point of the frame is very small, a weak connection method can be used between the columns, and the connection method is flexible, reducing the amount of steel and reducing the difficulty of connection. The design of the prestressed steel strand can reduce the residual deformation of the frame joints after the earthquake and realize the effect of self-resetting. The setting of supporting plate, cover plate and outer rib can make the beam be precisely positioned and at the same time improve the stability of the node. The outer ribs are arranged inside the beam flange, which can not only improve the local bearing capacity, but also achieve an aesthetic effect. Moreover, in the production and construction of the steel structure system, modularization, factoryization, standardization and assembly are combined to realize factory production and on-site quick assembly. On the premise of ensuring the construction quality, the construction speed is improved and the cost is reduced. The construction period is shortened, and the project cost is reduced.
附图说明Description of drawings
下面结合附图和实施例对本发明进一步说明。The present invention will be further described below in conjunction with the accompanying drawings and embodiments.
图1是本发明的装配式模块化自复位框架示意图Fig. 1 is a schematic diagram of an assembled modular self-resetting frame of the present invention
图2是本发明的外节点模块示意图Fig. 2 is a schematic diagram of an external node module of the present invention
图3是本发明的梁构造示意图Fig. 3 is the schematic diagram of beam structure of the present invention
图4是本发明的柱构造示意图Fig. 4 is a schematic diagram of column structure of the present invention
图5是本发明的预应力钢绞线I示意图Fig. 5 is the schematic diagram of prestressed steel strand I of the present invention
图6是本发明的预应力钢绞线II示意图Fig. 6 is the schematic diagram of prestressed steel strand II of the present invention
图7是本发明的各模块梁连接示意图Fig. 7 is the connection schematic diagram of each module beam of the present invention
图中:1—方管柱,2—梁,3—预应力钢绞线I,4—预应力钢绞线II,5—托板,6—盖板,7—外肋,8—加筋肋,9—端板I,10—端板II,11—连接板I,12—连接板II。In the figure: 1—square pipe column, 2—beam, 3—prestressed steel strand I, 4—prestressed steel strand II, 5—supporting plate, 6—cover plate, 7—outer rib, 8—reinforcing Rib, 9—end plate I, 10—end plate II, 11—connecting plate I, 12—connecting plate II.
具体实施方式detailed description
下面结合附图对本发明进行详细说明:The present invention is described in detail below in conjunction with accompanying drawing:
如图3所示,所述多高层装配式模块化自复位钢结构方管柱框架体系中的梁(2)采用H型钢,在靠近柱的梁端焊接端板I(9),在梁中部竖直焊接加筋肋(8)。As shown in Figure 3, the beam (2) in the multi-high-rise assembled modular self-resetting steel structure square tube column frame system adopts H-shaped steel, and the end plate I (9) is welded at the beam end near the column, and in the middle of the beam Weld stiffeners (8) vertically.
如图4所示,所述多高层装配式模块化自复位钢结构方管柱框架体系中的方管柱(1)长度为层高,在方管柱(1)中部相邻三面焊接托板(5),并保证托板(5)水平,在托板(5)上方距离一个梁高的地方水平焊接盖板(6),并保证托板(5)上表面到盖板(6)下表面之间的距离为一个梁高。在每个托板(5)两侧竖直焊接外肋(7),并保证外肋(7)外表面与方管柱(1)侧面在同一平面。端板II(10)焊接在方管柱(1)最后一面,并保证端板II(10)在托板(5)与盖板(6)之间。As shown in Figure 4, the length of the square pipe column (1) in the frame system of the multi-high-rise assembled modular self-resetting steel structure square pipe column is the floor height, and the supporting plates are welded on three adjacent sides in the middle of the square pipe column (1) (5), and ensure that the supporting plate (5) is horizontal, weld the cover plate (6) horizontally at a distance of one beam height above the supporting plate (5), and ensure that the upper surface of the supporting plate (5) is under the cover plate (6) The distance between surfaces is one beam height. Vertically weld the outer ribs (7) on both sides of each supporting plate (5), and ensure that the outer surface of the outer ribs (7) is on the same plane as the side of the square pipe column (1). The end plate II (10) is welded on the last side of the square column (1), and it is ensured that the end plate II (10) is between the supporting plate (5) and the cover plate (6).
如图5所示,预应力钢绞线I(3)从一侧梁中的加筋肋(8)穿越方管柱(1)到另一侧梁中的加筋肋(8);预应力钢绞线I(3)在加筋肋(8)外侧用锁头锁住。As shown in Figure 5, the prestressed steel strand I (3) passes through the square pipe column (1) from the stiffened rib (8) in one side beam to the stiffened rib (8) in the other side beam; Steel strand 1 (3) locks with lock head on the outside of reinforcing rib (8).
如图6所示,预应力钢绞线II(4)从方管柱(1)一侧端板II(10)处穿越方管柱(1)到另一侧梁中的加筋肋(8);预应力钢绞线II(4)分别在加筋肋(8)处和端板II(10)处用锁头锁住。As shown in Figure 6, the prestressed steel strand II (4) passes through the square pipe column (1) from the end plate II (10) on one side of the square pipe column (1) to the stiffened rib (8) in the other side beam. ); the prestressed steel strand II (4) is locked with a lock at the reinforcing rib (8) and the end plate II (10) respectively.
如图2所示,所述外节点模块(A)中,托板(5)和盖板(6)具有相同尺寸,端板I(9)和端板II(10)与柱具有位置相对、大小相同的螺栓孔。各模块之间梁的连接中,连接板I(11)和连接板II(12)具有相同长度,具有位置相对、大小相同的螺栓孔,该螺栓孔布置为单排或多排螺栓连接,螺栓数量、规格根据具体情况而定。所述多高层装配式模块化自复位钢结构方管柱框架体系中,所有构件均在工厂内预制加工完成,并在工厂内完成各模块的拼装。先将梁与柱及上面相关肋板焊接完成,再将梁放置到托板(5)与盖板(6)之间,然后穿预应力钢绞线进行张拉并锚固,即可实现各模块的制作。在现场只需要进行柱与柱的连接和梁与梁的螺栓连接即可完成框架。As shown in Figure 2, in the outer node module (A), the supporting plate (5) and the cover plate (6) have the same size, and the end plate I (9) and the end plate II (10) are opposite to the column, Bolt holes of the same size. In the connection of the beams between the modules, the connecting plate I (11) and the connecting plate II (12) have the same length, and have bolt holes with opposite positions and the same size. The bolt holes are arranged as single or multiple rows of bolt connections. Quantity and specifications depend on specific circumstances. In the multi-story prefabricated modular self-resetting steel structure square tube column frame system, all components are prefabricated and processed in the factory, and the assembly of each module is completed in the factory. First, the beam and column and the upper ribs are welded, and then the beam is placed between the supporting plate (5) and the cover plate (6), and then the prestressed steel strand is stretched and anchored, and each module can be realized. production. Only column-to-column connections and beam-to-beam bolted connections are required on site to complete the frame.
Claims (5)
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| CN108149786A (en) * | 2018-01-18 | 2018-06-12 | 南京林业大学 | A kind of assembled bamboo hollow frame structure with prestressing force enhancing box beam |
| CN112302230A (en) * | 2020-10-23 | 2021-02-02 | 中国石油工程建设有限公司青海分公司 | Floor plate structure of steel structure house |
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