CN115822078B - A beam-column steel structure node for concrete prefabricated green energy-saving house units - Google Patents

A beam-column steel structure node for concrete prefabricated green energy-saving house units Download PDF

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CN115822078B
CN115822078B CN202211577024.4A CN202211577024A CN115822078B CN 115822078 B CN115822078 B CN 115822078B CN 202211577024 A CN202211577024 A CN 202211577024A CN 115822078 B CN115822078 B CN 115822078B
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plate
vertical support
side wall
support steel
steel
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CN115822078A (en
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涂志华
丁捷
丁云虎
胡文星
万承列
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Guangdong Zhongxinhao Construction Technology Co ltd
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Guangdong Zhongxinhao Construction Technology Co ltd
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Abstract

本发明公开了一种用于混凝土预制绿色节能房屋单元的梁柱钢结构节点,包括梁柱钢结构本体,梁柱钢结构本体包括竖向支撑钢一、竖向支撑钢二以及设置在竖向支撑钢一和竖向支撑钢二上方的横梁,且横梁在搭置中设有配合的顶起部件,竖向支撑钢一和竖向支撑钢二的底部上设有基座,且基座的下方设有放置稳定板。本发明的有益效果是:结构紧凑、减轻工人工作强度、提高横梁的对接效果、提高横梁的安装效率。

The invention discloses a beam-column steel structure node for a concrete prefabricated green energy-saving house unit, comprising a beam-column steel structure body, the beam-column steel structure body comprising a vertical support steel 1, a vertical support steel 2, and a crossbeam arranged above the vertical support steel 1 and the vertical support steel 2, and the crossbeam is provided with a matching jacking component during the erection, a base is provided on the bottom of the vertical support steel 1 and the vertical support steel 2, and a stabilizing plate is provided below the base. The invention has the beneficial effects of: compact structure, reduced work intensity of workers, improved crossbeam docking effect, and improved crossbeam installation efficiency.

Description

Beam column steel structure node for concrete prefabricated green energy-saving house unit
Technical Field
The invention relates to the technical field of precast beam column processing, in particular to a beam column steel structure node for a concrete precast green energy-saving house unit.
Background
Prefabricated houses, i.e., integrated houses, are houses constructed by using an industrial production method, in which some or all of the components of the houses are prefabricated in a factory and then transported to a construction site, and the components are assembled by a reliable connection method, and are called industrial houses or industrialized houses in the Europe and Japan.
However, the existing production method can produce and process the prefabricated green energy-saving house, but has a plurality of defects that 1, in the process of prefabricating the existing prefabricated green energy-saving member in a factory, the butt joint with the opposite splicing groove is not easy to carry out due to burrs at the end part and deviation of the length of the cross beam in the production and processing process, so that the splicing efficiency is reduced. 2. In the process of splicing, the two ends of the existing cross beam need to be slowly moved during splicing, so that the ends need to be shifted during splicing, and unsafe influence factors in the splicing process are caused.
Based on the technical defects, the application needs to provide a beam column steel structure node for a concrete prefabricated green energy-saving house unit.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provide the beam column steel structure node for the concrete prefabricated green energy-saving house unit, which has the advantages of compact structure, reduced working strength of workers, improved butt joint effect of the cross beams and improved installation efficiency of the cross beams.
The beam column steel structure node for the concrete prefabricated green energy-saving house unit comprises a beam column steel structure body, wherein the beam column steel structure body comprises a first vertical support steel, a second vertical support steel and a cross beam arranged above the first vertical support steel and the second vertical support steel, the cross beam is provided with a matched jacking component in a lap joint way, the bottoms of the first vertical support steel and the second vertical support steel are provided with bases, and a placing stabilizing plate is arranged below the bases;
the vertical support steel I and the vertical support steel II are respectively provided with a flange I on the side wall, the flange I is provided with a through hole thread I, the flange I is provided with a sealing cover, the sealing cover and the base are provided with an inclined support rod I, the placing stabilizing plate is arranged inside soil and fixed through reinforced concrete, the vertical support steel I comprises a first vertical support steel section and a second vertical support steel section, the vertical support steel II comprises a third vertical support steel section and a fourth vertical support steel section, a node connecting member I is arranged between the first vertical support steel section and the second vertical support steel section, a node connecting member II is arranged between the third vertical support steel section and the fourth vertical support steel section, a node connecting member III is arranged above the second vertical support steel section and the fourth vertical support steel section, and the node connecting member I, the node connecting member II and the node connecting member III are of the same structure.
In the beam column steel structure node for the concrete prefabricated green energy-saving house unit, the jacking component comprises a supporting bottom plate, a supporting table and a jacking table, the supporting table is arranged above the supporting bottom plate, a jacking mechanism is arranged in the supporting table, a lifting rod I is arranged between the supporting table and the jacking table, a lifting adjusting rod is arranged on the side wall of the supporting table, and the jacking table comprises a jacking base and a jacking table top.
In the beam column steel structure node for the concrete prefabricated green energy-saving house unit, a rotatable rod is arranged between the jacking base and the jacking table top, the shortest distance between the jacking base and the jacking table top is 1cm, a first baffle plate and a second baffle plate are arranged on two side edges of the jacking table top, the first baffle plate and the second baffle plate are made of metal materials, and a plurality of through holes are formed in the first baffle plate and the second baffle plate.
In the beam column steel structure node for the concrete prefabricated green energy-saving house unit, the jacking table top is provided with the slidable assemblies, the number of the slidable assemblies is at least 15, each sliding assembly comprises a groove and sliding balls capable of rotating randomly, the bottom of each sliding ball is provided with a second supporting rod, the second supporting rod is arranged in the middle of the groove, and the sliding balls can rotate randomly on the end parts of the second supporting rods and can be matched with the cross beams to adjust and slide.
In the beam column steel structure node for the concrete prefabricated green energy-saving house unit, the beam column steel structure body is further provided with the adjustable fixed support plate, the end part of the adjustable fixed support plate is provided with the embedded sleeve, the embedded sleeve is provided with the first through hole, and the first through hole is used for matching flanges on the first vertical support steel section, the second vertical support steel section, the third vertical support steel section and the fourth vertical support steel section through bolts, so that the beam can be locally placed when being hoisted, and the adjustable fixed support plate is provided with the friction surface.
In the beam column steel structure node for the concrete prefabricated green energy-saving house unit, the bottom of the supporting bottom plate is provided with the first supporting leg and the second supporting leg, the side walls of the first supporting leg and the second supporting leg are provided with the flange II, the flange II is provided with the through hole thread II, the cross beam is provided with the through hole thread III, the through hole thread II and the through hole thread III can be matched through bolts, the side wall of the supporting bottom plate is provided with the first inclined groove and the second inclined groove, the first inclined groove and the second inclined groove are provided with the first inclined fixing rod, the first inclined fixing rod is provided with the through hole, the bottom is provided with the fixing plate, and the fixing plate is provided with the through hole matched with the through hole thread III.
In the beam column steel structure node for the concrete prefabricated green energy-saving house unit, the first node connecting member, the second node connecting member and the third node connecting member comprise cylindrical fixed cylinders, two ends of each cylindrical fixed cylinder are fixedly connected with vertical supporting steel, the first node connecting member, the second node connecting member and the third node connecting member are further provided with detachable beam column welding grooves, the detachable beam column connecting grooves are provided with first beam column connecting grooves, second beam column connecting grooves, third beam column connecting grooves and fourth beam column connecting grooves, and the ends of the first beam column connecting grooves, the second beam column connecting grooves, the third beam column connecting grooves and the fourth beam column connecting grooves comprise arc-shaped fixing blocks, side wall fixing plates, bottom plates and cover plates.
In the beam column steel structure node for the concrete prefabricated green energy-saving house unit, the first side wall fixing plate and the second side wall fixing plate are respectively provided with a first fixing steel plate, the first side wall fixing plate and the second side wall fixing plate are respectively fixed through high-strength bolts, the lengths of the high-strength bolts are at least provided with 3 different specifications, the side surfaces of the first side wall fixing plate and the second side wall fixing plate are respectively provided with a third flange plate, the third flange plate is provided with at least 4 through hole threads, and the bottom of the third flange plate is provided with an adjustable fixing support plate II.
In the beam column steel structure node for the concrete prefabricated green energy-saving house unit, through holes in different directions are formed in the cylindrical fixing cylinder, the arc-shaped fixing blocks can be welded when being matched with the cylindrical fixing cylinder, the cover plate is matched with the first side wall fixing plate and the second side wall fixing plate through bolts, the length of the adjustable fixing support plate is larger than that of the adjustable fixing support plate, the length of the adjustable fixing support plate is larger than that of the first side wall fixing plate and that of the second side wall fixing plate, the adjacent two adjustable fixing support plates and the second side wall fixing plate can be constructed in a segmented mode, the two adjacent two adjustable fixing support plates are not interfered with each other, elastic buffer cushions are arranged on the inner side walls of the first side wall fixing plate and the second side wall fixing plate, the length of the cross beam is the length of the two opposite side wall fixing plates and the two end portions of the first side wall fixing plate, a sleeve joint cover is arranged on the end portion of the cross beam, and the sleeve joint cover is of an L-shaped structure, and the arc-shaped fixing blocks, the first side wall fixing plate and the second side wall fixing plate are integrally formed and the bottom plate.
In a beam column steel structure node for a concrete prefabricated green energy-saving room unit of the present invention, comprising the steps of:
s11, firstly, connecting a first vertical support steel, a second vertical support steel, a third vertical support steel and a fourth vertical support steel with a node connecting member according to actual requirements of a construction site, and fixing the vertical support steel at the bottom;
S12, adjusting and placing the cross beams to be spliced on the opposite adjustable fixed support plate and the opposite adjustable fixed plate through the hoisting device, and jacking the cross beams on the middle part through controlling the jacking components;
S13, simultaneously in the construction process, due to the sleeve joint cover, one end of the cross beam can be clamped between the first side wall fixing plate and the second side wall fixing plate, then under the action of the jacking component, the other end of the cross beam can be clamped, and therefore the situation that the end is difficult to place due to local deviation and protrusion generated in the prefabrication process is avoided.
The invention has the following advantages:
1. The beam column steel structure body comprises a first vertical support steel, a second vertical support steel and a cross beam arranged above the first vertical support steel and the second vertical support steel, the vertical support steel arranged in a segmented mode enables convenient and fast installation, meanwhile, the construction efficiency can be improved, the cross beam is provided with a matched jacking component in a lapping mode, the middle of the cross beam can be jacked up by the jacking component, therefore installation convenience is guaranteed, bases are arranged at the bottoms of the first vertical support steel and the second vertical support steel, a placement stabilizing plate is arranged below the bases, and the placement stabilizing plate enables the placement stabilizing plate to be stably fixed in soil;
The side wall of the first vertical supporting steel and the side wall of the second vertical supporting steel are respectively provided with a first flange, the first flange can be connected with the side wall conveniently, an adjustable fixing support plate can be fixed in the process of installing the cross beam, the first flange is provided with a first through hole thread, the first flange is provided with a sealing cover, the setting of the sealing cover not only increases vertical rigidity, meanwhile, the first flange is prevented from rusting, the sealing cover and the base are provided with a first inclined support rod, the placing stabilizer plate is arranged in soil and fixed through reinforced concrete, the first vertical supporting steel comprises a first vertical supporting steel section and a second vertical supporting steel section, the second vertical supporting steel comprises a third vertical supporting steel section and a fourth vertical supporting steel section, a first node connecting member is arranged between the first vertical supporting steel section and the second vertical supporting steel section, a third node connecting member is arranged above the third vertical supporting steel section and the fourth vertical supporting steel section, and the first node connecting member, the second node connecting member and the third node connecting member are of the same structure, and the second vertical supporting steel section and the third node connecting member are capable of being interchanged conveniently.
2. The jacking component comprises a supporting bottom plate, a supporting table and a jacking table, wherein the supporting table is arranged above the supporting bottom plate, a jacking mechanism is arranged in the supporting table, a lifting rod I is arranged between the supporting table and the jacking table, and a lifting adjusting rod is arranged on the side wall of the supporting table.
Drawings
FIG. 1 is a schematic diagram of the structure of the present invention;
FIG. 2 is a schematic view of a first node connecting member according to the present invention;
FIG. 3 is a schematic view of a jack-up table top according to the present invention;
FIG. 4 is a schematic view of the structure of the cross beam of the present invention;
FIG. 5 is an enlarged schematic view of a portion of FIG. 1 at A;
FIG. 6 is an enlarged partial schematic view at B in FIG. 1;
FIG. 7 is an enlarged partial schematic view of FIG. 2C;
fig. 8 is a partially enlarged schematic view of fig. 1 at D.
In the drawing, a beam column steel structure body 1, a first vertical supporting steel 2, a second vertical supporting steel 3, a cross beam 4, a jacking component 5, a base 6, a placing stabilizing plate 7, a first flange 8, a first through hole thread 9, a sealing cover 10, a first inclined supporting rod 11, a first vertical supporting steel section 12, a second vertical supporting steel section 13, a third vertical supporting steel section 14, a fourth vertical supporting steel section 15, a first node connecting member 16, a second node connecting member 17, a third node connecting member 18, a supporting bottom plate 19, a supporting table 20, a jacking table 21, a lifting rod 22, a lifting adjusting rod 23, a jacking base 24, a jacking table top 25, a rotatable rod 26, a first baffle plate 27, a second baffle plate 28, a slidable component 29, a groove 30, a sliding ball 31, an adjustable fixing supporting plate 32, an embedding sleeve 33, a supporting foot 34, a second flange 35, a second through hole thread 36, a third through hole thread 37, an inclined groove 38, an inclined fixing rod 39, a fixing plate 40, a cylindrical fixing cylinder 41, a detachable beam welding groove 42, an arc fixing block 43, a side wall fixing plate 44, a side wall fixing plate 45, a second baffle plate 46, an adjustable supporting plate 47, a third flange plate 47, a cushion plate 47, a third side wall fixing plate 47, and an adjustable flange 50.
Detailed Description
The invention is further described below with reference to the accompanying drawings, the scope of the invention not being limited to the following:
As shown in fig. 1-8, a beam column steel structure node for a concrete prefabricated green energy-saving house unit comprises a beam column steel structure body 1, wherein the beam column steel structure body 1 comprises a first vertical support steel 2, a second vertical support steel 3 and a cross beam 4 arranged above the first vertical support steel 2 and the second vertical support steel 3, the cross beam 4 is provided with a matched jacking component 5 in a lap joint, the installation stability of the jacking component 5 is improved, the bottoms of the first vertical support steel 2 and the second vertical support steel 3 are provided with a base 6, and a placement stabilizing plate 7 is arranged below the base 6;
The side wall of the first vertical supporting steel 2 and the side wall of the second vertical supporting steel 3 are respectively provided with a first flange 8, the first flange 8 is provided with a first through hole thread 9, the first flange 8 is provided with a sealing cover 10, the sealing cover 10 and the base 6 are provided with a first inclined supporting rod 11, the placing stabilizer 7 is arranged inside soil and fixed through reinforced concrete, the first vertical supporting steel 2 comprises a first vertical supporting steel section 12 and a second vertical supporting steel section 13, the second vertical supporting steel 3 comprises a third vertical supporting steel section 14 and a fourth vertical supporting steel section 15, the first vertical supporting steel section 12, the second vertical supporting steel section 13, the third vertical supporting steel section 14 and the fourth vertical supporting steel section 15 can be provided with a plurality of sealing covers 10, the first vertical supporting steel section 12 and the second vertical supporting steel section 13 are installed according to actual house setting, a first node connecting member 16 is arranged between the first vertical supporting steel section 14 and the second vertical supporting steel section 13, a second node connecting member 17 is arranged between the third vertical supporting steel section 14 and the fourth vertical supporting steel section 15, the second vertical supporting steel section 13 is provided with a third node connecting member 18, the third node connecting member 18 is arranged above the second vertical supporting steel section 15 and the third vertical supporting steel section 15 is provided with a node connecting member 18, the node connecting member 18 is arranged between the third vertical supporting steel section and the third vertical supporting steel section 15, the node connecting member is the node connecting member and the node connecting member is the node connecting with the node connecting member and the node connecting structure is convenient to be the node and the node connecting structure.
The jacking component 5 comprises a supporting bottom plate 19, a supporting table 20 and a jacking table 21, wherein the supporting table 20 is arranged above the supporting bottom plate 19, a jacking mechanism is arranged in the supporting table 20, a lifting rod I22 is arranged between the supporting table 20 and the jacking table 21, a lifting adjusting rod 23 is arranged on the side wall of the supporting table 20, and the jacking table comprises a jacking base 24 and a jacking table top 25, so that the middle part of the cross beam can be supported.
Be equipped with rotatable pole 26 between jack-up base 24 and the jack-up mesa 25, and the shortest distance between jack-up base 24 and the jack-up mesa 25 is 1cm for can convenient rotate, the both sides edge of jack-up mesa 25 is equipped with baffle one 27 and baffle two 28, and baffle one 27 and baffle two 28 are made for metal material, have prevented that the crossbeam from carrying out the landing in jack-up mesa 25 department in the jack-up in-process, and be equipped with a plurality of through-holes on baffle one 27 and the baffle two 28.
The jack-up mesa 25 is last to be equipped with slidable subassembly 29, and slidable subassembly 29 is equipped with 15 at least, every slidable subassembly 29 all includes recess 30 and arbitrary pivoted slide ball 31, slide ball 31's top protrusion jack-up mesa 25 for can carry out the slip of crossbeam, guaranteed the efficiency of installation connection, and be equipped with bracing piece two (not shown in the figure) on slide ball 31's the bottom, bracing piece two is made for the carbide steel, and bracing piece two sets up at the middle part of recess 30, slide ball 31 can carry out arbitrary rotation on bracing piece two's tip, and can cooperate crossbeam 4 to adjust the slip.
The beam column steel structure body 1 is further provided with an adjustable fixed support plate 32, the end part of the adjustable fixed support plate 32 is provided with an embedded sleeve 33, the embedded sleeve 33 is provided with a first through hole, the first through hole is matched with flanges on the first vertical support steel section 12, the second vertical support steel section 13, the third vertical support steel section 14 and the fourth vertical support steel section 15 through bolts, so that the beam column steel structure body can be locally placed when being hoisted, and the adjustable fixed support plate 32 is provided with a friction surface, one end of the beam column steel structure body is prevented from sliding down, and the risk of construction safety is caused.
The bottom of the supporting bottom plate 19 is provided with a first supporting leg 34 and a second supporting leg, the side walls of the first supporting leg 34 and the second supporting leg are provided with a second flange 35, the second flange 35 is provided with a second through hole thread 36, the cross beam 4 is provided with a third through hole thread 37, the second through hole thread 36 and the third through hole thread 37 can be matched through bolts, the side walls of the supporting bottom plate 19 are provided with a first oblique groove 38 and a second oblique groove, the first oblique groove 38 and the second oblique groove are provided with a first oblique fixing rod 39, the first oblique fixing rod 39 is provided with a through hole, the bottom is provided with a fixing plate 40, and the fixing plate 40 is provided with a through hole matched with the third through hole thread 37.
The first node connecting member 16, the second node connecting member 17 and the third node connecting member 18 each comprise a cylindrical fixing cylinder 41, two ends of the cylindrical fixing cylinders 41 are fixedly connected with vertical supporting steel, the first node connecting member 16, the second node connecting member 17 and the third node connecting member 18 are further provided with a detachable beam column welding groove 42, the detachable beam column connecting groove 42 is provided with a first beam column connecting groove, a second beam column connecting groove, a third beam column connecting groove and a fourth beam column connecting groove, and the ends of the first beam column connecting groove, the second beam column connecting groove, the third beam column connecting groove and the fourth beam column connecting groove each comprise an arc-shaped fixing block 43, a side wall fixing plate 44, a side wall fixing plate 45, a bottom plate 46 and a cover plate (not shown in the figure).
The side wall fixing plate I44 and the side wall fixing plate II 45 are respectively provided with a fixing steel plate I47, the side wall fixing plate I44 and the side wall fixing plate II 45 are respectively fixed through high-strength bolts, the lengths of the high-strength bolts are at least provided with 3 different specifications, so that the cross beam 4 with the thickness deviation can be installed and fixed, the side surfaces of the side wall fixing plate I44 and the side wall fixing plate II 45 are respectively provided with a flange plate III 48, at least 4 through hole threads are arranged on the flange plate III, and an adjustable fixing support plate II 49 is arranged on the bottom of the flange plate III 48.
The cylinder fixed cylinder 41 is provided with through holes in different directions, two adjacent arc fixed blocks 43 are fixed from different angles, thereby the requirements of different shapes of houses are met, the arc fixed blocks 43 and the cylinder fixed cylinder 41 can be welded when being matched, the cover plate is matched with the first side wall fixed plate 44 and the second side wall fixed plate 45 through bolts, the length of the adjustable fixed support plate 32 is greater than the adjustable fixed support plate 49, the cross beam 4 can be prevented from sliding off in the installation process, the construction safety is ensured, the length of the adjustable fixed support plate 32 is greater than the length of the first side wall fixed plate 44 and the second side wall fixed plate 45, the adjacent two adjustable fixed support plates 32 and the second adjustable fixed support plate 49 are constructed in a segmented mode, the two fixed plates are not interfered with each other, the inner side walls of the first side wall fixed plate 44 and the second side wall fixed plate 45 are provided with elastic buffer cushions 50, the length of the cross beam 4 is the length of the end parts of the first side wall fixed plate 44 and the second side wall fixed plate 45 which are oppositely arranged, and the end parts of the cross beam 4 are provided with a sleeve cover (not drawn in the figure), the sleeve cover is arranged between the two side wall fixed plates and the two side wall fixed plates 45, the sleeve cover can be arranged between the two side wall fixed plates and the two fixed plates are in an integrated structure 46.
A beam column steel structure node for a concrete prefabricated green energy saving room unit comprising the steps of:
s11, firstly, connecting a first vertical support steel 2, a second vertical support steel 3, a third vertical support steel and a fourth vertical support steel with a node connecting member according to actual requirements of a construction site, and fixing the vertical support steel at the bottom;
S12, the lifting component 5 can be matched for adjustment and placement in construction, a plurality of lifting components 5 can be matched for adjustment in adjustment, the adjustable fixed support plate 32 and the adjustable fixed plate II 49 can be adjusted according to actual needs, meanwhile, the cross beam 4 to be spliced is placed on the opposite adjustable fixed support plate 32 and the adjustable fixed plate II 49 through the hoisting device, and the lifting component 5 is controlled to lift up in the middle;
s13, simultaneously in the construction process, due to the sleeve joint cover, one end of the cross beam 4 can be clamped between the first side wall fixing plate 44 and the second side wall fixing plate 45, then under the action of the jacking component 5, the other end of the cross beam can be clamped, so that the end part is prevented from being placed difficultly due to local deviation and protrusion generated in the prefabrication process, and the installation efficiency and safety are guaranteed.
It should be noted that the above-mentioned embodiments are merely preferred embodiments of the present invention, and the present invention is not limited thereto, but may be modified or substituted for some of the technical features thereof by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (8)

1.一种用于混凝土预制绿色节能房屋单元的梁柱钢结构节点,其特征在于:包括梁柱钢结构本体,所述梁柱钢结构本体包括竖向支撑钢一、竖向支撑钢二以及设置在竖向支撑钢一和竖向支撑钢二上方的横梁,且横梁在搭置中设有配合的顶起部件,所述竖向支撑钢一和竖向支撑钢二的底部上设有基座,且基座的下方设有放置稳定板;1. A beam-column steel structure node for a concrete prefabricated green energy-saving house unit, characterized in that: it comprises a beam-column steel structure body, the beam-column steel structure body comprises a vertical support steel 1, a vertical support steel 2 and a crossbeam arranged above the vertical support steel 1 and the vertical support steel 2, and the crossbeam is provided with a matching jacking component during the erection, a base is provided on the bottom of the vertical support steel 1 and the vertical support steel 2, and a stabilizing plate is provided below the base; 所述竖向支撑钢一和竖向支撑钢二的侧壁上均设有凸缘一,所述凸缘一上设有通孔螺纹一,且凸缘一上设有密封罩,所述密封罩与基座上设有倾斜支撑杆一,所述放置稳定板为设置在土壤的内部,并通过钢筋混凝土进行固定,所述竖向支撑钢一包括第一竖向支撑钢段和第二竖向支撑钢段,所述竖向支撑钢二包括第三竖向支撑钢段和第四竖向支撑钢段,所述第一竖向支撑钢段和第二竖向支撑钢段之间设有节点连接构件一,所述第三竖向支撑钢段和第四竖向支撑钢段之间设有节点连接构件二,且第二竖向支撑钢段与第四竖向支撑钢段的上方设有节点连接构件三,且节点连接构件一、节点连接构件二和节点连接构件三三者之间为相同结构;The side walls of the vertical support steel 1 and the vertical support steel 2 are both provided with a flange 1, the flange 1 is provided with a through-hole thread 1, and the flange 1 is provided with a sealing cover, the sealing cover and the base are provided with an inclined support rod 1, the placement stabilization plate is arranged inside the soil and fixed by reinforced concrete, the vertical support steel 1 includes a first vertical support steel segment and a second vertical support steel segment, the vertical support steel 2 includes a third vertical support steel segment and a fourth vertical support steel segment, a node connection component 1 is provided between the first vertical support steel segment and the second vertical support steel segment, a node connection component 2 is provided between the third vertical support steel segment and the fourth vertical support steel segment, and a node connection component 3 is provided above the second vertical support steel segment and the fourth vertical support steel segment, and the node connection component 1, the node connection component 2 and the node connection component 3 are of the same structure; 所述顶起部件包括支撑底板、支撑台和顶起台,所述支撑台设置在支撑底板的上方,且支撑台的内部设有顶起机构,所述支撑台与顶起台之间设有升降杆一,且支撑台的侧壁上设有升降调节杆,所述顶起台包括顶起基座和顶起台面;The lifting component includes a supporting bottom plate, a supporting platform and a lifting platform, wherein the supporting platform is arranged above the supporting bottom plate, and a lifting mechanism is arranged inside the supporting platform, a lifting rod is arranged between the supporting platform and the lifting platform, and a lifting adjustment rod is arranged on the side wall of the supporting platform, and the lifting platform includes a lifting base and a lifting table surface; 所述顶起基座与顶起台面之间设有可转动杆,且顶起基座与顶起台面之间的最短距离为1cm,所述顶起台面的两侧边上设有挡板一和挡板二,且挡板一和挡板二为金属材料制成,且挡板一和挡板二上设有若干通孔。A rotatable rod is provided between the lifting base and the lifting table, and the shortest distance between the lifting base and the lifting table is 1 cm. Baffle plate 1 and baffle plate 2 are provided on both sides of the lifting table, and baffle plate 1 and baffle plate 2 are made of metal material, and baffle plate 1 and baffle plate 2 are provided with a plurality of through holes. 2.根据权利要求1所述的一种用于混凝土预制绿色节能房屋单元的梁柱钢结构节点,其特征在于:所述顶起台面上设有可滑动组件,且可滑动组件至少设有15个,每个所述滑动组件均包括凹槽和任意转动的滑球,且滑球的底部上设有支撑杆二,且支撑杆二设置在凹槽的中部,所述滑球可在支撑杆二的端部上进行任意的转动,并能配合横梁进行调节滑动。2. According to claim 1, a beam-column steel structure node for a prefabricated concrete green energy-saving house unit is characterized in that: a sliding component is provided on the jacking table, and at least 15 sliding components are provided, each of the sliding components includes a groove and a sliding ball that can rotate arbitrarily, and a support rod 2 is provided on the bottom of the sliding ball, and the support rod 2 is arranged in the middle of the groove, the sliding ball can rotate arbitrarily on the end of the support rod 2, and can cooperate with the crossbeam to adjust the sliding. 3.根据权利要求2所述的一种用于混凝土预制绿色节能房屋单元的梁柱钢结构节点,其特征在于:所述梁柱钢结构本体还设有可调节固定支撑板,且可调节固定支撑板的端部上设有嵌入套,所述嵌入套上设有通孔一,且通孔一通过螺栓将第一竖向支撑钢段、第二竖向支撑钢段、第三竖向支撑钢段和第四竖向支撑钢段上的凸缘进行配合,使得在吊装横梁时,能够将其进行局部的放置,且可调节固定支撑板上设有摩擦面。3. According to claim 2, a beam-column steel structure node for a concrete prefabricated green energy-saving house unit is characterized in that: the beam-column steel structure body is also provided with an adjustable fixed support plate, and an embedded sleeve is provided on the end of the adjustable fixed support plate, and a through hole 1 is provided on the embedded sleeve, and the through hole 1 is used to match the flanges on the first vertical support steel section, the second vertical support steel section, the third vertical support steel section and the fourth vertical support steel section through bolts, so that when the cross beam is hoisted, it can be placed locally, and a friction surface is provided on the adjustable fixed support plate. 4.根据权利要求3所述的一种用于混凝土预制绿色节能房屋单元的梁柱钢结构节点,其特征在于:所述支撑底板的底部上设有支撑脚一和支撑脚二,且支撑脚一和支撑脚二的侧壁上设有凸缘二,所述凸缘二上设有通孔螺纹二,所述横梁上设有通孔螺纹三,且通孔螺纹二与通孔螺纹三可通过螺栓进行配合,所述支撑底板的侧壁上设有斜向凹槽一和斜向凹槽二,所述斜向凹槽一和斜向凹槽二上设有倾斜固定杆一,且倾斜固定杆一上设有通孔,且底部上设有固定板,所述固定板上设有与通孔螺纹三相互配合的通孔。4. A beam-column steel structure node for a concrete prefabricated green energy-saving house unit according to claim 3, characterized in that: a supporting foot 1 and a supporting foot 2 are provided on the bottom of the supporting base plate, and a flange 2 is provided on the side walls of the supporting foot 1 and the supporting foot 2, and a through hole thread 2 is provided on the flange 2, and a through hole thread 3 is provided on the cross beam, and the through hole thread 2 and the through hole thread 3 can be matched with each other through bolts, an oblique groove 1 and an oblique groove 2 are provided on the side wall of the supporting base plate, and an oblique fixing rod 1 is provided on the oblique groove 1 and the oblique groove 2, and the oblique fixing rod 1 is provided with a through hole, and a fixing plate is provided on the bottom, and the fixing plate is provided with a through hole that matches the through hole thread 3. 5.根据权利要求4所述的一种用于混凝土预制绿色节能房屋单元的梁柱钢结构节点,其特征在于:节点连接构件一、节点连接构件二和节点连接构件三均包括圆柱固定筒,且圆柱固定筒的两端与竖向支撑钢进行固定连接,且节点连接构件一、节点连接构件二和节点连接构件三还设有可拆卸梁柱焊接槽,所述可拆卸梁柱连接槽设有第一梁柱连接槽、第二梁柱连接槽、第三梁柱连接槽和第四梁柱连接槽,所述第一梁柱连接槽、第二梁柱连接槽、第三梁柱连接槽和第四梁柱连接槽的端部均包括弧形固定块、侧壁固定板一、侧壁固定板二、底板和盖板。5. A beam-column steel structure node for a concrete prefabricated green energy-saving house unit according to claim 4, characterized in that: node connection member 1, node connection member 2 and node connection member 3 all include a cylindrical fixing tube, and the two ends of the cylindrical fixing tube are fixedly connected to the vertical support steel, and node connection member 1, node connection member 2 and node connection member 3 are also provided with a detachable beam-column welding groove, the detachable beam-column connecting groove is provided with a first beam-column connecting groove, a second beam-column connecting groove, a third beam-column connecting groove and a fourth beam-column connecting groove, and the ends of the first beam-column connecting groove, the second beam-column connecting groove, the third beam-column connecting groove and the fourth beam-column connecting groove all include an arc-shaped fixing block, a side wall fixing plate 1, a side wall fixing plate 2, a bottom plate and a cover plate. 6.根据权利要求5所述的一种用于混凝土预制绿色节能房屋单元的梁柱钢结构节点,其特征在于:所述侧壁固定板一和侧壁固定板二上均设有固定钢板一,所述固定钢板一与侧壁固定板一和侧壁固定板二均通过高强螺栓进行固定,且高强螺栓的长度至少设有3种不同的规格,所述侧壁固定板一和侧壁固定板二的侧面上均设有凸缘板三,且凸缘板三上至少设有4个通孔螺纹,所述凸缘板三的底部上设有可调节固定支撑板二。6. A beam-column steel structure node for a prefabricated concrete green energy-saving house unit according to claim 5, characterized in that: a fixing steel plate 1 is provided on each of the side wall fixing plate 1 and the side wall fixing plate 2, the fixing steel plate 1 and the side wall fixing plate 1 and the side wall fixing plate 2 are fixed by high-strength bolts, and the length of the high-strength bolts is provided with at least 3 different specifications, flange plates 3 are provided on the sides of the side wall fixing plates 1 and the side wall fixing plates 2, and at least 4 through-hole threads are provided on the flange plate 3, and an adjustable fixing support plate 2 is provided on the bottom of the flange plate 3. 7.根据权利要求6所述的一种用于混凝土预制绿色节能房屋单元的梁柱钢结构节点,其特征在于:所述圆柱固定筒上设有不同方向的通孔,且弧形固定块与圆柱固定筒进行配合时可进行焊接,所述盖板通过螺栓与侧壁固定板一和侧壁固定板二进行配合,所述可调节固定支撑板的长度大于可调节固定支撑板,且可调节固定支撑板的长度大于侧壁固定板一和侧壁固定板二的长度,相邻两个可调节固定支撑板和可调节固定支撑板二为可分段施工,且两者之间互不干涉,所述侧壁固定板一和侧壁固定板二的内侧壁上设有弹性缓冲垫,所述横梁的长度为两个对向设置的侧壁固定板一和侧壁固定板二端部的长度,且横梁的端部上设有套结盖,所述套结盖为L形结构,所述弧形固定块、侧壁固定板一、侧壁固定板二和底板之间为一体成型设置。7. A beam-column steel structure node for a concrete prefabricated green energy-saving house unit according to claim 6, characterized in that: the cylindrical fixing tube is provided with through holes in different directions, and the arc-shaped fixing block can be welded when it cooperates with the cylindrical fixing tube, the cover plate is cooperated with the side wall fixing plate 1 and the side wall fixing plate 2 by bolts, the length of the adjustable fixing support plate is greater than the adjustable fixing support plate, and the length of the adjustable fixing support plate is greater than the length of the side wall fixing plate 1 and the side wall fixing plate 2, two adjacent adjustable fixing support plates and adjustable fixing support plates 2 can be constructed in sections, and there is no interference between the two, elastic buffer pads are provided on the inner side walls of the side wall fixing plate 1 and the side wall fixing plate 2, the length of the crossbeam is the length of the ends of the two oppositely arranged side wall fixing plates 1 and the side wall fixing plates 2, and a set cover is provided on the end of the crossbeam, the set cover is an L-shaped structure, and the arc-shaped fixing block, the side wall fixing plate 1, the side wall fixing plate 2 and the bottom plate are integrally formed. 8.根据权利要求7所述的一种用于混凝土预制绿色节能房屋单元的梁柱钢结构节点,其特征在于:该梁柱钢结构节点的施工步骤为:8. A beam-column steel structure node for a prefabricated concrete green energy-saving house unit according to claim 7, characterized in that the construction steps of the beam-column steel structure node are: S11、首先,根据施工场地的实际需要,将竖向支撑钢一、竖向支撑钢二、竖向支撑钢三和竖向支撑钢四与节点连接构件进行连接,并将底部的竖向支撑钢进行固定;S11. First, according to the actual needs of the construction site, connect the vertical support steel 1, vertical support steel 2, vertical support steel 3 and vertical support steel 4 to the node connection member, and fix the vertical support steel at the bottom; S12、在施工中可配合顶起部件进行调节放置,且在调节中可配合多个顶起部件进行调节,并根据实际需要调节可调节固定支撑板和可调节固定板二,同时,通过吊装装置将待拼接的横梁放置在对向的可调节固定支撑板和可调节固定板二上,且中部上通过控制顶起部件进行顶起;S12, during construction, the jacking components can be coordinated for adjustment and placement, and multiple jacking components can be coordinated for adjustment during adjustment, and the adjustable fixed support plate and the second adjustable fixed plate can be adjusted according to actual needs. At the same time, the beams to be spliced are placed on the opposite adjustable fixed support plate and the second adjustable fixed plate through the hoisting device, and the middle part is jacked up by controlling the jacking components; S13、同时在施工过程中由于套结盖,使得能够先将横梁的一端卡入至侧壁固定板一和侧壁固定板二之间,然后在顶起部件的作用下,使得能够将横梁的另一端进行卡入,从而使得避免端部由于预制过程中产生的局部偏差和凸起使得不易放置。S13. At the same time, during the construction process, due to the knot cover, one end of the beam can be first inserted between the side wall fixing plate 1 and the side wall fixing plate 2, and then under the action of the lifting component, the other end of the beam can be inserted, thereby avoiding the end being difficult to place due to local deviations and protrusions generated during the prefabrication process.
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Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN206015882U (en) * 2016-08-25 2017-03-15 中冶建筑研究总院有限公司 The steel structure of housing system that a kind of lateral resisting and antigravity separate
CN212001589U (en) * 2020-04-17 2020-11-24 娄晓东 Strong antidetonation shaped steel structure
CN112627618A (en) * 2020-12-16 2021-04-09 澧县红似火新型建材有限责任公司 Be applied to house steel construction endpoint support frame structure

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4684097A (en) * 1986-04-14 1987-08-04 Cox Roger W Mobile home stanchions
CN211524193U (en) * 2019-12-20 2020-09-18 毕思文 Simple steel structure house convenient to disassemble and assemble
CN217759278U (en) * 2022-06-09 2022-11-08 深圳市中奥建钢结构设计咨询有限公司 Steel structure beam connecting node based on steel structure house system
CN114960957B (en) * 2022-06-13 2023-08-11 珠海采筑电子商务有限公司 Supporting structure of movable house and construction method

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN206015882U (en) * 2016-08-25 2017-03-15 中冶建筑研究总院有限公司 The steel structure of housing system that a kind of lateral resisting and antigravity separate
CN212001589U (en) * 2020-04-17 2020-11-24 娄晓东 Strong antidetonation shaped steel structure
CN112627618A (en) * 2020-12-16 2021-04-09 澧县红似火新型建材有限责任公司 Be applied to house steel construction endpoint support frame structure

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