[go: up one dir, main page]

CN112031420A - Steel structure assembly type building and assembly method thereof - Google Patents

Steel structure assembly type building and assembly method thereof Download PDF

Info

Publication number
CN112031420A
CN112031420A CN202010913197.3A CN202010913197A CN112031420A CN 112031420 A CN112031420 A CN 112031420A CN 202010913197 A CN202010913197 A CN 202010913197A CN 112031420 A CN112031420 A CN 112031420A
Authority
CN
China
Prior art keywords
frame
column
block
steel structure
groove
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
CN202010913197.3A
Other languages
Chinese (zh)
Other versions
CN112031420B (en
Inventor
张红权
刘红波
杨雪珂
邓晓俊
赵跃
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Guizhou Huiton Shenfa Steel Structure Co Ltd
Original Assignee
Guizhou Huiton Shenfa Steel Structure Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Guizhou Huiton Shenfa Steel Structure Co Ltd filed Critical Guizhou Huiton Shenfa Steel Structure Co Ltd
Priority to CN202010913197.3A priority Critical patent/CN112031420B/en
Publication of CN112031420A publication Critical patent/CN112031420A/en
Application granted granted Critical
Publication of CN112031420B publication Critical patent/CN112031420B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/62Insulation or other protection; Elements or use of specified material therefor
    • E04B1/66Sealings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/14Conveying or assembling building elements
    • E04G21/16Tools or apparatus
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/60Planning or developing urban green infrastructure

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Mechanical Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The invention relates to the field of building construction, in particular to a steel structure assembly type building, which comprises a base, wherein a supporting column extends from the upper corner of the base, the supporting column is arranged in a hollow manner, a reinforcing groove is fixedly attached to the outer side of the supporting column, a drainage piece is arranged in the reinforcing groove, an inclined ejection frame is fixedly mounted at the top of the supporting column, a pressing piece extends from the lower end of the inclined ejection frame close to the edge, the pressing piece is pressed on the upper end surface of the drainage piece close to the edge, an upper ejection block is rotatably connected to the upper end part of the inclined ejection frame, a fixing column extends from the lower end of the upper ejection block, a lower push block is attached to the lower end of the fixing column, the lower end surface of the lower push block is pressed on the middle part of the upper end surface of the drainage piece, and the assembly method of the steel structure assembly type building is also provided, the assembly type building effectively, and avoids the occurrence of water leakage.

Description

一种钢结构装配式建筑及其装配方法A kind of steel structure prefabricated building and its assembly method

技术领域technical field

本发明涉及建筑施工领域,尤其涉及一种钢结构装配式建筑及其装配方法。The invention relates to the field of building construction, in particular to a steel structure prefabricated building and an assembling method thereof.

背景技术Background technique

在对建筑进行施工的过程中,为提高建筑的施工效率,人们通常采用钢结构预制件进行装配以形成骨架,随后在骨架上铺设建筑材料以形成建筑,现有技术中在装配钢结构预制件以形成骨架时,通常需要人工在高空进行多次焊接才能装配完成,然而该种装配方式人工劳动强度大,且装配效率低,同时无法避免建筑在使用时出现漏水现象。In the process of building a building, in order to improve the construction efficiency of the building, people usually use steel structure prefabricated parts to assemble to form a skeleton, and then lay building materials on the skeleton to form a building. In the prior art, steel structure prefabricated parts are assembled. When forming a skeleton, it is usually necessary to manually perform multiple welding at high altitudes to complete the assembly. However, this assembly method is labor-intensive, and the assembly efficiency is low. At the same time, it is impossible to avoid the phenomenon of water leakage when the building is in use.

发明内容SUMMARY OF THE INVENTION

本发明的目的是为了解决背景技术中存在的缺点,而提出的一种钢结构装配式建筑及其装配方法。The purpose of the present invention is to propose a steel structure prefabricated building and an assembly method thereof in order to solve the shortcomings existing in the background technology.

为达到以上目的,本发明采用的技术方案为:一种钢结构装配式建筑,包括基座,所述基座的上端拐角处延伸有支撑柱,所述支撑柱为中空设置,所述支撑柱的外侧贴合固定安装有加强槽,所述加强槽的内部设置有引流件,所述支撑柱的顶部固定安装有顶斜架,所述顶斜架的下端靠近边缘处延伸有压紧件,且压紧件压紧于引流件的上端面靠近边缘处,所述顶斜架的上端部转动连接有上顶块,所述上顶块的下端延伸有固定柱,所述固定柱的下端贴合设置有下推块,且下推块的下端面压紧于引流件的上端面中部,所述下推块的内部转动连接有下推架,所述下推架的端部与顶斜架的下端面中部之间设置有转动连接件,所述基座的内部开设有排流槽。In order to achieve the above purpose, the technical solution adopted in the present invention is as follows: a steel structure prefabricated building includes a base, and a support column is extended at the upper end corner of the base, the support column is hollow, and the support column is hollow. The outer side of the support column is fitted with a reinforcement groove, the interior of the reinforcement groove is provided with a drainage piece, the top of the support column is fixedly installed with a top inclined frame, and the lower end of the top inclined frame is extended with a pressing member near the edge, And the pressing piece is pressed against the upper end face of the drainage piece near the edge, the upper end of the top inclined frame is rotatably connected with an upper top block, the lower end of the upper top block is extended with a fixing column, and the lower end of the fixing column is attached to the upper end. A push-down block is arranged together, and the lower end face of the push-down block is pressed against the middle of the upper end face of the drainage piece, the inner part of the push-down block is rotatably connected with a push-down frame, and the end of the push-down frame is connected to the top inclined frame. A rotating connecting piece is arranged between the middle part of the lower end face of the base, and a drainage groove is opened inside the base.

优选的,所述引流件包括设置在加强槽的内底面中部的斜面台,所述加强槽与斜面台一体成型,所述下推块的下端面压紧于斜面台的上端面中部,所述加强槽的内底面边缘处开设有斜引槽,所述斜引槽的截面形状为等腰三角形。Preferably, the flow-guiding member includes an inclined table disposed in the middle of the inner bottom surface of the reinforcing groove, the reinforcing groove and the inclined table are integrally formed, the lower end surface of the push-down block is pressed against the middle of the upper end surface of the inclined table, and the The edge of the inner bottom surface of the reinforcing groove is provided with an oblique guide groove, and the cross-sectional shape of the oblique guide groove is an isosceles triangle.

优选的,所述支撑柱的外侧镶嵌有托环,且加强槽压紧于托环的上端面,所述支撑柱的外侧开设有进水口,且进水口的底面与斜引槽的底面相平齐。Preferably, a support ring is inlaid on the outer side of the support column, and the reinforcing groove is pressed against the upper end surface of the support ring, the outer side of the support column is provided with a water inlet, and the bottom surface of the water inlet is flat with the bottom surface of the oblique guide groove together.

优选的,所述顶斜架的下端部延伸有固定块,且固定块的下端面贴附于支撑柱的上端面,所述固定块的上端面与支撑柱的上端面均贯穿旋紧有固定螺栓。Preferably, a fixing block extends from the lower end of the top inclined frame, and the lower end surface of the fixing block is attached to the upper end surface of the support column, and the upper end surface of the fixing block and the upper end surface of the support column are both screwed through and fastened with a fixed block. bolt.

优选的,所述压紧件包括延伸在顶斜架的下端面靠近边缘处的压紧柱,且压紧柱的下端面压紧于斜面台的上端面靠近边缘处。Preferably, the pressing member includes a pressing column extending on the lower end surface of the top inclined frame near the edge, and the lower end surface of the pressing column is pressed against the upper end surface of the inclined table near the edge.

优选的,所述上顶块的内壁侧面镶嵌有滚针轴承,所述滚针轴承的内部贯穿镶嵌有衔接柱,且衔接柱贯穿镶嵌于顶斜架的内部。Preferably, a needle roller bearing is inlaid on the inner wall side of the upper top block, a connecting column is inserted through the inside of the needle roller bearing, and the connecting column is inserted through the inside of the top inclined frame.

优选的,所述下推块的内壁侧面镶嵌有滚珠轴承,所述滚珠轴承的内部贯穿镶嵌有连接柱,且连接柱贯穿镶嵌于下推架的内部。Preferably, the inner wall side of the push-down block is inlaid with a ball bearing, the inside of the ball bearing is inlaid with a connection column, and the connection column is inlaid in the inner of the push-down frame.

优选的,所述转动连接件包括延伸在顶斜架的下端面中部的连接框,所述下推架的端部延伸有转动块,所述连接框的内壁镶嵌有轴承体,所述轴承体的内部镶嵌有轴承轴芯,且轴承轴芯贯穿镶嵌于转动块的内部。Preferably, the rotating connecting piece includes a connecting frame extending in the middle of the lower end surface of the top inclined frame, a rotating block is extended at the end of the lower push frame, the inner wall of the connecting frame is embedded with a bearing body, and the bearing body The inner part of the shaft is inlaid with a bearing shaft core, and the bearing shaft core is embedded in the interior of the rotating block.

优选的,所述排流槽包括开设在基座的内部的引流斜槽,所述基座的侧面中部贯穿开设有排水口,且排水口与引流斜槽相连通,所述支撑柱的底部与引流斜槽相连通。Preferably, the drainage slot includes a drainage chute opened inside the base, a drainage port is provided through the middle of the side surface of the base, and the drainage port is communicated with the drainage chute, and the bottom of the support column is connected to the drainage chute. The drainage chute is connected.

还提供了一种钢结构装配式建筑的装配方法,包括以下步骤:Also provided is an assembly method for a steel structure prefabricated building, comprising the following steps:

S1:推动下推块使其上移和固定柱的下端面贴合,同时顶斜架在下推架的作用下被撑开;S1: Push the push-down block to move up to fit the lower end face of the fixed column, and at the same time, the top inclined frame is propped up under the action of the push-down frame;

S2:将加强槽放置在支撑柱上,并压紧在托环上;S2: Place the reinforcement groove on the support column and press it on the support ring;

S3:将撑开的顶斜架放置在支撑柱上,同时顶斜架下端的压紧柱压紧在加强槽上;S3: Place the stretched top inclined frame on the support column, and at the same time press the compression column at the lower end of the top inclined frame against the reinforcement groove;

S4:将固定螺栓旋入固定块以及支撑柱中,即可完成装配。S4: Screw the fixing bolts into the fixing block and the support column to complete the assembly.

与现有技术相比,本发明具有以下有益效果:Compared with the prior art, the present invention has the following beneficial effects:

1、通过推动下推块即可使其顶斜架撑开,以形成顶架,随后将加强槽放置在支撑柱上,并将顶斜架放置在支撑柱上同时对加强槽进行压紧,随后通过固定螺栓将顶斜架端部的固定块和支撑柱固定在一起,即可完成装配,以此有效的缩短的装配时间,提高了装配效率。1. The top inclined frame can be stretched by pushing the push-down block to form the top frame, and then the reinforcing groove is placed on the support column, and the top inclined frame is placed on the support column while pressing the reinforcing groove. Then, the fixing block at the end of the top inclined frame and the supporting column are fixed together by fixing bolts, and the assembly can be completed, thereby effectively shortening the assembly time and improving the assembly efficiency.

2、通过设置的加强槽,能够在对装配后进行加固的同时,还能够对建筑顶漏下的水进行收集并经过支撑柱流入引流斜槽中,最后经过排水口排出,以避免水进入建筑的内部,从而达到其防止建筑漏水的现象,且在斜面台以及斜引槽的作用下能够保证水准确的进入支撑柱中,同时避免了水残留在加强槽中。2. Through the set reinforcement groove, the water leaking from the roof of the building can be collected while being reinforced after assembly and flow into the drainage chute through the support column, and finally discharged through the drain to prevent water from entering the building In order to prevent water leakage in the building, and under the action of the inclined table and the inclined channel, it can ensure that the water can enter the support column accurately, and at the same time avoid the water remaining in the reinforcement groove.

3、由于装配中,通过采用转动设置的顶斜架、下推架以及上顶块、下推块之间的配合形成顶架,改变了原有的在施工工地上需要人工在高空对各个钢结构预制件之间进行焊接装配才能形成顶架的现象,以此有效的降低了人工的劳动强度。3. During the assembly, the top frame is formed by the use of the rotating top inclined frame, the lower push frame and the cooperation between the upper top block and the lower push block, which changes the original need to manually adjust each steel at a high altitude on the construction site. The top frame can only be formed by welding and assembling between the structural prefabricated parts, which effectively reduces the labor intensity of labor.

附图说明Description of drawings

图1为本发明一种钢结构装配式建筑的结构示意图;Fig. 1 is the structural representation of a kind of steel structure prefabricated building of the present invention;

图2为本发明一种钢结构装配式建筑的局部剖视图;Fig. 2 is a partial cross-sectional view of a steel structure prefabricated building of the present invention;

图3为本发明一种钢结构装配式建筑的下推架与下推块的连接视图;Fig. 3 is the connection view of the push-down frame and push-down block of a steel structure prefabricated building of the present invention;

图4为本发明一种钢结构装配式建筑的转动连接件的示意图;FIG. 4 is a schematic diagram of a rotating connector of a steel structure prefabricated building of the present invention;

图5为本发明一种钢结构装配式建筑的上顶块与顶斜架的连接视图;Fig. 5 is the connection view of the upper roof block and the roof inclined frame of a steel structure prefabricated building of the present invention;

图6为本发明一种钢结构装配式建筑的基座的局部半剖视图。6 is a partial half-section view of a base of a steel structure fabricated building of the present invention.

图中:1、基座;2、支撑柱;3、托环;4、加强槽;5、斜面台;6、下推块;7、固定柱;8、上顶块;9、顶斜架;10、下推架;11、排水口;12、斜引槽;13、进水口;14、固定块;15、固定螺栓;16、压紧柱;17、滚珠轴承; 18、连接柱;19、滚针轴承;20、衔接柱;21、转动块;22、连接框;23、轴承轴芯;24、轴承体;25、引流斜槽。In the figure: 1. Base; 2. Support column; 3. Support ring; 4. Reinforcing groove; 5. Inclined table; 6. Push-down block; 7. Fixed column; 8. Upper top block; 9. Top inclined frame ;10, lower push frame; 11, drain; 12, inclined guide groove; 13, water inlet; 14, fixing block; 15, fixing bolt; 16, pressing column; 17, ball bearing; 18, connecting column; 19 , needle roller bearing; 20, connecting column; 21, rotating block; 22, connecting frame; 23, bearing shaft; 24, bearing body; 25, drainage chute.

具体实施方式Detailed ways

以下描述用于揭露本发明以使本领域技术人员能够实现本发明。以下描述中的优选实施例只作为举例,本领域技术人员可以想到其他显而易见的变型。The following description serves to disclose the invention to enable those skilled in the art to practice the invention. The preferred embodiments described below are given by way of example only, and other obvious modifications will occur to those skilled in the art.

如图1-图6所示的一种钢结构装配式建筑,包括基座1,基座1的上端拐角处延伸有支撑柱2,支撑柱2为中空设置,支撑柱2的外侧贴合固定安装有加强槽4,加强槽4的内部设置有引流件,支撑柱2的顶部固定安装有顶斜架9,顶斜架9的下端靠近边缘处延伸有压紧件,且压紧件压紧于引流件的上端面靠近边缘处,顶斜架9的上端部转动连接有上顶块8,上顶块8的下端延伸有固定柱7,固定柱7的下端贴合设置有下推块6,且下推块6的下端面压紧于引流件的上端面中部,下推块6的内部转动连接有下推架10,下推架10的端部与顶斜架9的下端面中部之间设置有转动连接件,基座1的内部开设有排流槽。As shown in Figures 1-6, a steel structure prefabricated building includes a base 1, and a support column 2 extends from the upper corner of the base 1, the support column 2 is hollow, and the outer side of the support column 2 is fitted and fixed A reinforcing groove 4 is installed, a drainage member is arranged inside the reinforcing groove 4, a top inclined frame 9 is fixedly installed on the top of the support column 2, and a pressing member is extended at the lower end of the top inclined frame 9 near the edge, and the pressing member is pressed tightly On the upper end face of the drainage piece close to the edge, the upper end of the top inclined frame 9 is rotatably connected with the upper top block 8, the lower end of the upper top block 8 is extended with a fixed column 7, and the lower end of the fixed column 7 is fitted with a push-down block 6. , and the lower end face of the lower push block 6 is pressed against the middle of the upper end face of the drainage member, and the inner part of the lower push block 6 is rotatably connected with a lower push frame 10, and the end of the lower push frame 10 and the middle of the lower end face of the top inclined frame 9 are connected A rotating connector is arranged between the two, and a drainage groove is opened inside the base 1 .

引流件包括设置在加强槽4的内底面中部的斜面台5,加强槽4与斜面台5 一体成型,下推块6的下端面压紧于斜面台5的上端面中部,加强槽4的内底面边缘处开设有斜引槽12,斜引槽12的截面形状为等腰三角形,通过设置的加强槽4能够在装配后提高稳固性,斜面台5以及斜引槽12能够对水进行引导。The drainage member includes an inclined table 5 arranged in the middle of the inner bottom surface of the reinforcing groove 4. The reinforcing groove 4 and the inclined table 5 are integrally formed. An oblique guide groove 12 is opened at the edge of the bottom surface. The cross-sectional shape of the oblique guide groove 12 is an isosceles triangle. The reinforcement groove 4 provided can improve the stability after assembly. The inclined table 5 and the inclined guide groove 12 can guide water.

支撑柱2的外侧镶嵌有托环3,且加强槽4压紧于托环3的上端面,支撑柱 2的外侧开设有进水口13,且进水口13的底面与斜引槽12的底面相平齐,通过设置的托环3能够对加强槽4进行撑托,进水口13能够将水引入支撑柱2的内部。The outer side of the support column 2 is inlaid with a supporting ring 3, and the reinforcing groove 4 is pressed against the upper end surface of the supporting ring 3. The outer side of the supporting column 2 is provided with a water inlet 13, and the bottom surface of the water inlet 13 and the bottom surface of the oblique guide groove 12 are opposite. Flush, the reinforcing groove 4 can be supported by the provided support ring 3 , and the water inlet 13 can introduce water into the interior of the support column 2 .

顶斜架9的下端部延伸有固定块14,且固定块14的下端面贴附于支撑柱2 的上端面,固定块14的上端面与支撑柱2的上端面均贯穿旋紧有固定螺栓15,通过设置的固定块14、固定螺栓15能够将顶斜架9固定在支撑柱2上。The lower end of the top inclined frame 9 is extended with a fixing block 14, and the lower end surface of the fixing block 14 is attached to the upper end surface of the support column 2, and the upper end surface of the fixing block 14 and the upper end surface of the support column 2 are screwed with fixing bolts. 15. The top inclined frame 9 can be fixed on the support column 2 through the provided fixing blocks 14 and fixing bolts 15 .

压紧件包括延伸在顶斜架9的下端面靠近边缘处的压紧柱16,且压紧柱16 的下端面压紧于斜面台5的上端面靠近边缘处,通过设置压紧柱16能够对加强槽4进行压紧。The pressing member includes a pressing column 16 extending on the lower end surface of the top inclined frame 9 near the edge, and the lower end surface of the pressing column 16 is pressed against the upper end surface of the inclined table 5 near the edge. Compress the reinforcement groove 4.

上顶块8的内壁侧面镶嵌有滚针轴承19,滚针轴承19的内部贯穿镶嵌有衔接柱20,且衔接柱20贯穿镶嵌于顶斜架9的内部,通过设置的滚针轴承19、衔接柱20能够保证顶斜架9稳定的转动。The inner wall side of the upper top block 8 is inlaid with a needle roller bearing 19, the inside of the needle roller bearing 19 is inlaid with a connecting column 20, and the connecting column 20 is inlaid in the interior of the top inclined frame 9. The column 20 can ensure the stable rotation of the top inclined frame 9 .

下推块6的内壁侧面镶嵌有滚珠轴承17,滚珠轴承17的内部贯穿镶嵌有连接柱18,且连接柱18贯穿镶嵌于下推架10的内部,通过设置的滚珠轴承17、连接柱18能够保证下推架10稳定的转动。The inner wall side of the push-down block 6 is inlaid with a ball bearing 17 , and the inside of the ball bearing 17 is inlaid with a connecting column 18 , and the connecting column 18 is embedded in the inside of the push-down frame 10 . Ensure stable rotation of the lower push frame 10 .

转动连接件包括延伸在顶斜架9的下端面中部的连接框22,下推架10的端部延伸有转动块21,连接框22的内壁镶嵌有轴承体24,轴承体24的内部镶嵌有轴承轴芯23,且轴承轴芯23贯穿镶嵌于转动块21的内部,通过设置的转动块21、连接框22、轴承体24、轴承轴芯23之间的配合,能够保证下推架10稳定的对顶斜架9进行推动,使其撑开。The rotating connecting piece includes a connecting frame 22 extending in the middle of the lower end surface of the top inclined frame 9 , a rotating block 21 is extended at the end of the lower push frame 10 , the inner wall of the connecting frame 22 is embedded with a bearing body 24 , and the inside of the bearing body 24 is embedded with a bearing body 24 . The bearing shaft core 23 is embedded in the interior of the rotating block 21 , and the stability of the lower push frame 10 can be ensured by the cooperation between the rotating block 21 , the connecting frame 22 , the bearing body 24 and the bearing shaft core 23 . to push the top inclined frame 9 to open it.

排流槽包括开设在基座1的内部的引流斜槽25,基座1的侧面中部贯穿开设有排水口11,且排水口11与引流斜槽25相连通,支撑柱2的底部与引流斜槽25相连通,通过设置的引流斜槽25能够将从支撑柱2中的水引导出并经过排水口11排出。The drainage groove includes a drainage chute 25 opened in the interior of the base 1. A drainage port 11 is provided through the middle of the side surface of the base 1, and the drainage port 11 is communicated with the drainage chute 25. The bottom of the support column 2 is connected to the drainage tilt. The grooves 25 communicate with each other, and the water in the support column 2 can be guided out through the provided drainage chute 25 and discharged through the water outlet 11 .

还提供了一种钢结构装配式建筑的装配方法,包括以下步骤:Also provided is an assembly method for a steel structure prefabricated building, comprising the following steps:

S1:推动下推块6使其上移和固定柱7的下端面贴合,同时顶斜架9在下推架10的作用下被撑开;S1: Push the push-down block 6 to move up to fit the lower end surface of the fixed column 7, and at the same time the top inclined frame 9 is stretched under the action of the push-down frame 10;

S2:将加强槽4放置在支撑柱2上,并压紧在托环3上;S2: Place the reinforcement groove 4 on the support column 2 and press it on the support ring 3;

S3:将撑开的顶斜架9放置在支撑柱2上,同时顶斜架9下端的压紧柱16 压紧在加强槽4上;S3: Place the stretched top inclined frame 9 on the support column 2, and at the same time press the pressing column 16 at the lower end of the top inclined frame 9 on the reinforcement groove 4;

S4:将固定螺栓15旋入固定块14以及支撑柱2中,即可完成装配。S4: Screw the fixing bolt 15 into the fixing block 14 and the support column 2 to complete the assembly.

工作时,使用者推动下推块6,将下推块6推动贴合至固定柱7的下端,同时顶斜架9在上移的下推架10的作用下被撑开,随后使用者将加强槽4放置在支撑柱2上,继而使用者将撑开的顶斜架9放置在支撑柱2上,同时下推块6 压紧于斜面台5的中部,压紧柱16压紧于斜面台5的边缘处,继而使用者将固定螺栓15旋入固定块14以及支撑柱2中,即可将顶斜架9固定在支撑柱2上,同时加强槽4固定在压紧柱16和托环3之间,并对撑开的顶斜架9进行加固,以此完成装配。During operation, the user pushes the push-down block 6, and pushes the push-down block 6 to fit the lower end of the fixed column 7. At the same time, the top inclined frame 9 is propped up under the action of the upwardly-moved push-down frame 10. The reinforcing groove 4 is placed on the support column 2, and then the user places the stretched top inclined frame 9 on the support column 2, at the same time, the push-down block 6 is pressed against the middle of the inclined table 5, and the pressing column 16 is pressed against the inclined surface. At the edge of the table 5, the user then screw the fixing bolts 15 into the fixing block 14 and the support column 2, then the top inclined frame 9 can be fixed on the support column 2, and the reinforcing groove 4 is fixed on the pressing column 16 and the support column 2. between the rings 3 and reinforce the stretched top inclined frame 9 to complete the assembly.

以上显示和描述了本发明的基本原理、主要特征和本发明的优点。本行业的技术人员应该了解,本发明不受上述实施例的限制,上述实施例和说明书中描述的只是本发明的原理,在不脱离本发明精神和范围的前提下本发明还会有各种变化和改进,这些变化和改进都落入要求保护的本发明的范围内。本发明要求的保护范围由所附的权利要求书及其等同物界定。The foregoing has shown and described the basic principles, main features and advantages of the present invention. It should be understood by those skilled in the art that the present invention is not limited by the above-mentioned embodiments. The above-mentioned embodiments and descriptions describe only the principles of the present invention. Without departing from the spirit and scope of the present invention, there will be various Variations and improvements are intended to fall within the scope of the claimed invention. The scope of protection claimed by the present invention is defined by the appended claims and their equivalents.

Claims (10)

1. A steel construction fabricated building, includes base (1), its characterized in that: a supporting column (2) extends from the upper corner of the base (1), the supporting column (2) is arranged in a hollow manner, a reinforcing groove (4) is fixedly attached to the outer side of the supporting column (2), a drainage piece is arranged in the reinforcing groove (4), an inclined ejection frame (9) is fixedly mounted at the top of the supporting column (2), a pressing piece extends from the lower end of the inclined ejection frame (9) close to the edge, the pressing piece is pressed on the upper end face of the drainage piece close to the edge, an upper ejection block (8) is rotatably connected to the upper end of the inclined ejection frame (9), a fixing column (7) extends from the lower end of the upper ejection block (8), a lower pushing block (6) is attached to the lower end of the fixing column (7), the lower end face of the lower pushing block (6) is pressed on the middle part of the upper end face of the drainage piece, and a lower pushing frame (10) is rotatably connected to the inner part of the lower, a rotary connecting piece is arranged between the end part of the lower pushing frame (10) and the middle part of the lower end surface of the inclined pushing frame (9), and a drainage groove is formed in the base (1).
2. The steel structure fabricated building of claim 1, wherein: drainage piece is including setting up inclined plane platform (5) at the interior bottom surface middle part of strengthening groove (4), strengthening groove (4) and inclined plane platform (5) integrated into one piece, the lower terminal surface of lower ejector pad (6) compresses tightly in the up end middle part of inclined plane platform (5), strengthen the interior bottom surface edge of groove (4) and seted up oblique groove (12) of leading, the cross-sectional shape that leads groove (12) to one side is isosceles triangle.
3. The steel structure fabricated building of claim 2, wherein: the outside of support column (2) is inlayed and is had backing ring (3), and reinforcing groove (4) compress tightly in the up end of backing ring (3), water inlet (13) have been seted up in the outside of support column (2), and the bottom surface of water inlet (13) and the bottom surface looks parallel and level of leading groove (12) to one side.
4. The steel structure fabricated building of claim 1, wherein: the lower tip of top sloping frame (9) extends has fixed block (14), and the lower terminal surface of fixed block (14) attaches to the up end of support column (2), the up end of fixed block (14) and the up end of support column (2) all run through to be screwed there are fixing bolt (15).
5. The steel structure fabricated building of claim 2, wherein: the pressing piece comprises a pressing column (16) which extends to the position, close to the edge, of the lower end face of the inclined top frame (9), and the lower end face of the pressing column (16) is pressed to the position, close to the edge, of the upper end face of the inclined plane table (5).
6. The steel structure fabricated building of claim 1, wherein: a needle roller bearing (19) is embedded in the side face of the inner wall of the upper ejector block (8), a connecting column (20) penetrates through and is embedded in the needle roller bearing (19), and the connecting column (20) penetrates through and is embedded in the inclined ejector rack (9).
7. The steel structure fabricated building of claim 1, wherein: ball bearing (17) are inlayed to the inner wall side of lower ejector pad (6), ball bearing (17) inside is run through and is inlayed and has spliced pole (18), and spliced pole (18) run through and inlay in the inside of pushing down frame (10).
8. The steel structure fabricated building of claim 1, wherein: the connecting piece rotates is including extending connection frame (22) at the lower terminal surface middle part of top sloping frame (9), the tip of pushing down frame (10) extends and has turning block (21), the inner wall of connection frame (22) is inlayed and is had bearing body (24), the inside of bearing body (24) is inlayed and is had bearing axle core (23), and bearing axle core (23) run through and inlay in the inside of turning block (21).
9. The steel structure fabricated building of claim 1, wherein: the drainage groove comprises a drainage chute (25) arranged inside the base (1), a water outlet (11) penetrates through the middle of the side face of the base (1), the water outlet (11) is communicated with the drainage chute (25), and the bottom of the support column (2) is communicated with the drainage chute (25).
10. The method for assembling a steel structure fabricated building according to any one of claims 1 to 9, comprising the steps of:
s1: the lower pushing block (6) is pushed to move upwards to be attached to the lower end face of the fixed column (7), and the inclined pushing frame (9) is unfolded under the action of the lower pushing frame (10);
s2: placing the reinforcing groove (4) on the supporting column (2) and pressing the reinforcing groove on the supporting ring (3);
s3: placing the expanded inclined ejection frame (9) on the support column (2), and simultaneously pressing a pressing column (16) at the lower end of the inclined ejection frame (9) on the reinforcing groove (4);
s4: and screwing the fixing bolt (15) into the fixing block (14) and the supporting column (2) to finish assembly.
CN202010913197.3A 2020-09-03 2020-09-03 Steel structure assembly type building and assembly method thereof Active CN112031420B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010913197.3A CN112031420B (en) 2020-09-03 2020-09-03 Steel structure assembly type building and assembly method thereof

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010913197.3A CN112031420B (en) 2020-09-03 2020-09-03 Steel structure assembly type building and assembly method thereof

Publications (2)

Publication Number Publication Date
CN112031420A true CN112031420A (en) 2020-12-04
CN112031420B CN112031420B (en) 2022-08-19

Family

ID=73591661

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010913197.3A Active CN112031420B (en) 2020-09-03 2020-09-03 Steel structure assembly type building and assembly method thereof

Country Status (1)

Country Link
CN (1) CN112031420B (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112031286A (en) * 2020-09-03 2020-12-04 贵州汇通申发钢结构有限公司 Integrated assembled steel construction building
CN112031244A (en) * 2020-09-03 2020-12-04 贵州汇通申发钢结构有限公司 Prefabricated building roof frame with nested steel structure

Citations (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1250354A (en) * 1967-12-08 1971-10-20
BE883518A (en) * 1980-05-28 1980-09-15 P E E J Bogaert METHOD OF CONSTRUCTION WITHOUT THERMOFORMING LANTENEAUX WITH MULTIPLE WALLS IN THE FORM OF A DOME AND TYPANS VOUTS FOR CONTINUOUS LANTERN
US4227353A (en) * 1978-10-19 1980-10-14 Jess Lewis Building construction
US4548006A (en) * 1984-09-13 1985-10-22 Roberts Sr Joseph W Self-flashing channeled skylight
FR2627528A1 (en) * 1988-02-19 1989-08-25 Fontaine Louis ASSEMBLY OF ELEMENTS FOR THE PRODUCTION OF MODULAR THREE-SLOPE AWNINGS
CN1043488A (en) * 1988-12-16 1990-07-04 柴田德人 Concrete improvement material and modification method thereof
JP2001123594A (en) * 1999-10-26 2001-05-08 Hakusui Kosan Kk Joint cutting material
CN1396352A (en) * 2002-05-09 2003-02-12 邹新建 Method for preventing leakage of building by draining leaked water and cutting off pressure source of water
CN2793188Y (en) * 2005-03-18 2006-07-05 珠海市晶艺玻璃工程有限公司 Installation fixer of roofing board
CN1826453A (en) * 2003-03-18 2006-08-30 彼得·A·卡尔内 Collapsible, expandable frame with multiple structural uses
CN101392570A (en) * 2008-10-15 2009-03-25 冯国添 Double-layer roof for buildings
CN102383498A (en) * 2011-09-19 2012-03-21 浙江东南网架股份有限公司 Equal-strength connection nodes of high-strength bolts for box-shaped steel tube frame columns and method for making same
KR101374163B1 (en) * 2013-06-13 2014-03-26 명지대학교 산학협력단 Hanok fleeting rafter-roof and its manufacturing method
CN204152106U (en) * 2014-09-28 2015-02-11 浙江省粮食局直属粮油储备库 A kind of silo photovoltaic tile roof structure for grain fresh keeping
US20150121773A1 (en) * 2013-11-05 2015-05-07 Standard Sheet metal, Inc. Roof curb
CN206016090U (en) * 2016-08-20 2017-03-15 深圳雅致钢结构工程有限公司 A kind of open valley
CN206428873U (en) * 2017-01-16 2017-08-22 中国电力工程顾问集团东北电力设计院有限公司 The double-deck waterproof and water drainage system of large-scale row's hydrogen factory building roof
CN206859535U (en) * 2017-06-22 2018-01-09 青岛长荣园艺制品有限公司 A kind of new greenhouse reinforces rainwater-collecting component with roof
CN207277706U (en) * 2017-09-15 2018-04-27 深圳市现代城市建筑设计有限公司 A kind of FRAME ON THE ROOF OF HIGH-RISE BUILDING drainage system
CN209523399U (en) * 2018-12-07 2019-10-22 中铁工程装备集团钢结构有限公司 A kind of twin spans steel-structure factory building with drain function
CN110607870A (en) * 2019-09-24 2019-12-24 无锡市轨道建设设计咨询有限公司 Novel transverse ventilation window structure of factory building
CN209924237U (en) * 2019-04-17 2020-01-10 河南业豪幕墙有限公司 Interior drainage daylighting top curtain wall construction
CN210032867U (en) * 2019-05-21 2020-02-07 浙江同心力机电科技有限公司 Louver canopy
CN210369136U (en) * 2019-07-03 2020-04-21 东莞市建安集团有限公司 Rainwater collection device for pitched roof
CN111502096A (en) * 2020-04-26 2020-08-07 广州信佳地坪工程有限公司 Assembly type steel structure integrated green building and installation method thereof

Patent Citations (25)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB1250354A (en) * 1967-12-08 1971-10-20
US4227353A (en) * 1978-10-19 1980-10-14 Jess Lewis Building construction
BE883518A (en) * 1980-05-28 1980-09-15 P E E J Bogaert METHOD OF CONSTRUCTION WITHOUT THERMOFORMING LANTENEAUX WITH MULTIPLE WALLS IN THE FORM OF A DOME AND TYPANS VOUTS FOR CONTINUOUS LANTERN
US4548006A (en) * 1984-09-13 1985-10-22 Roberts Sr Joseph W Self-flashing channeled skylight
FR2627528A1 (en) * 1988-02-19 1989-08-25 Fontaine Louis ASSEMBLY OF ELEMENTS FOR THE PRODUCTION OF MODULAR THREE-SLOPE AWNINGS
CN1043488A (en) * 1988-12-16 1990-07-04 柴田德人 Concrete improvement material and modification method thereof
JP2001123594A (en) * 1999-10-26 2001-05-08 Hakusui Kosan Kk Joint cutting material
CN1396352A (en) * 2002-05-09 2003-02-12 邹新建 Method for preventing leakage of building by draining leaked water and cutting off pressure source of water
CN1826453A (en) * 2003-03-18 2006-08-30 彼得·A·卡尔内 Collapsible, expandable frame with multiple structural uses
CN2793188Y (en) * 2005-03-18 2006-07-05 珠海市晶艺玻璃工程有限公司 Installation fixer of roofing board
CN101392570A (en) * 2008-10-15 2009-03-25 冯国添 Double-layer roof for buildings
CN102383498A (en) * 2011-09-19 2012-03-21 浙江东南网架股份有限公司 Equal-strength connection nodes of high-strength bolts for box-shaped steel tube frame columns and method for making same
KR101374163B1 (en) * 2013-06-13 2014-03-26 명지대학교 산학협력단 Hanok fleeting rafter-roof and its manufacturing method
US20150121773A1 (en) * 2013-11-05 2015-05-07 Standard Sheet metal, Inc. Roof curb
CN204152106U (en) * 2014-09-28 2015-02-11 浙江省粮食局直属粮油储备库 A kind of silo photovoltaic tile roof structure for grain fresh keeping
CN206016090U (en) * 2016-08-20 2017-03-15 深圳雅致钢结构工程有限公司 A kind of open valley
CN206428873U (en) * 2017-01-16 2017-08-22 中国电力工程顾问集团东北电力设计院有限公司 The double-deck waterproof and water drainage system of large-scale row's hydrogen factory building roof
CN206859535U (en) * 2017-06-22 2018-01-09 青岛长荣园艺制品有限公司 A kind of new greenhouse reinforces rainwater-collecting component with roof
CN207277706U (en) * 2017-09-15 2018-04-27 深圳市现代城市建筑设计有限公司 A kind of FRAME ON THE ROOF OF HIGH-RISE BUILDING drainage system
CN209523399U (en) * 2018-12-07 2019-10-22 中铁工程装备集团钢结构有限公司 A kind of twin spans steel-structure factory building with drain function
CN209924237U (en) * 2019-04-17 2020-01-10 河南业豪幕墙有限公司 Interior drainage daylighting top curtain wall construction
CN210032867U (en) * 2019-05-21 2020-02-07 浙江同心力机电科技有限公司 Louver canopy
CN210369136U (en) * 2019-07-03 2020-04-21 东莞市建安集团有限公司 Rainwater collection device for pitched roof
CN110607870A (en) * 2019-09-24 2019-12-24 无锡市轨道建设设计咨询有限公司 Novel transverse ventilation window structure of factory building
CN111502096A (en) * 2020-04-26 2020-08-07 广州信佳地坪工程有限公司 Assembly type steel structure integrated green building and installation method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112031286A (en) * 2020-09-03 2020-12-04 贵州汇通申发钢结构有限公司 Integrated assembled steel construction building
CN112031244A (en) * 2020-09-03 2020-12-04 贵州汇通申发钢结构有限公司 Prefabricated building roof frame with nested steel structure
CN112031286B (en) * 2020-09-03 2022-08-30 贵州汇通申发钢结构有限公司 Integrated assembled steel construction building
CN112031244B (en) * 2020-09-03 2022-11-01 贵州汇通申发钢结构有限公司 Assembled building roof truss of nested steel construction

Also Published As

Publication number Publication date
CN112031420B (en) 2022-08-19

Similar Documents

Publication Publication Date Title
CN112031420A (en) Steel structure assembly type building and assembly method thereof
CN210713895U (en) Temporary wallboard support frame for assembly building
CN205171727U (en) Assembled bolted connection strengthens about type buckling restrained energy dissipation brace of wood
CN108442695A (en) A kind of shaped steel hood type concrete single-column pours strengthening construction device and method
CN209243882U (en) A kind of floor drain of Quick drainage
CN115450441A (en) Green building energy-saving wallboard installation auxiliary structure
CN207131089U (en) A kind of aluminum dipping form board supporting structure
CN112031244B (en) Assembled building roof truss of nested steel construction
CN112545343A (en) Clamping type waterproof chassis mechanism for preventing toilet floor drain from blocking and construction method
CN209261370U (en) A kind of ice stadium is conveniently detached board wall
CN207660000U (en) A kind of base plate of foundation pit float Structure
CN107190976A (en) A kind of construction formwork for placing
CN105386533B (en) Assembly type laminated wood constraint type buckling-restrained energy-dissipation brace
CN206655481U (en) A kind of construction formwork for placing
CN203559278U (en) Water-saving type washing machine
CN113932085A (en) Water conservancy is drain pipe reinforcing equipment for hydroelectric engineering
CN209652913U (en) A kind of mini pile for composite foundation processing
CN206902893U (en) A kind of inlet for stom water
CN217897262U (en) Section steel concrete composite structure construction formwork
CN215717149U (en) Novel corrosion-resistant aluminum alloy template
CN207111454U (en) A kind of basin of prewhirling for reducing power of motor indirectly
CN206844642U (en) A kind of construction formwork for placing
CN220150723U (en) Concrete prefabricated staircase with strengthening rib structure
CN210263011U (en) An in-line differential vacuum preloading foundation treatment structure
CN219862991U (en) Waterproof board mounting structure of basement building

Legal Events

Date Code Title Description
PB01 Publication
PB01 Publication
SE01 Entry into force of request for substantive examination
SE01 Entry into force of request for substantive examination
GR01 Patent grant
GR01 Patent grant
PE01 Entry into force of the registration of the contract for pledge of patent right
PE01 Entry into force of the registration of the contract for pledge of patent right

Denomination of invention: A steel structure prefabricated building and its assembly method

Granted publication date: 20220819

Pledgee: China Construction Bank Corporation Guiyang Huaxi sub branch

Pledgor: GUIZHOU HUITONG SHENFA STEEL STRUCTURE Co.,Ltd.

Registration number: Y2024980058114