WO2024027029A1 - Pouring device, and pouring method for steel reinforced concrete - Google Patents

Pouring device, and pouring method for steel reinforced concrete Download PDF

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Publication number
WO2024027029A1
WO2024027029A1 PCT/CN2022/128735 CN2022128735W WO2024027029A1 WO 2024027029 A1 WO2024027029 A1 WO 2024027029A1 CN 2022128735 W CN2022128735 W CN 2022128735W WO 2024027029 A1 WO2024027029 A1 WO 2024027029A1
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pouring
concrete
steel
plate
pouring device
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PCT/CN2022/128735
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French (fr)
Chinese (zh)
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吴昌根
刘志强
张守贵
郑伟盛
冯力强
詹仲滋
张凯
熊震威
张波
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中建科工集团有限公司
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Publication of WO2024027029A1 publication Critical patent/WO2024027029A1/en

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    • 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
    • E04G21/02Conveying or working-up concrete or similar masses able to be heaped or cast

Definitions

  • the invention relates to the technical field of engineering construction, and in particular to a pouring device and a pouring method of profiled steel concrete.
  • Sectional steel concrete components include concrete, section steel, longitudinal steel bars and stirrups. Specifically, section steel is added to reinforced concrete beams, columns and other components, which is section steel concrete. Furthermore, adding section steel can effectively improve the load-bearing capacity of the component and reduce the axial compression ratio of the component.
  • high-rise building structures mostly use profiled steel concrete. Since the profiled steel structure, steel bars, and steel hoops are added longitudinally within the component, the profiled steel and steel bars within the entire component are extremely densely arranged, with narrow gaps, and the fluidity of the concrete during the pouring process is reduced. will be seriously affected.
  • the present invention aims to solve at least one of the technical problems existing in the prior art. To this end, the present invention proposes a pouring device that can effectively solve the segregation problem that occurs during the pouring process.
  • the invention also proposes a method for pouring steel concrete with the above-mentioned pouring device.
  • the pouring device includes: a bottom plate provided with a first through hole; a baffle slidably connected to the bottom plate, and the baffle can be driven to slide relative to the bottom plate to Close or open the first through hole; the joint includes a connecting part and a butt part, the connection part is connected to the surface of the bottom plate, and the butt part is used to connect the pump tube.
  • the pouring device at least has the following beneficial effects: after the pouring device connects the steel concrete components, the docking part connects the pump pipe, and the baffle is operated to slide to open the first through hole. In this way, the concrete can pass through the first through hole. After entering, after the pouring is completed, the baffle is operated to slide to close the first through hole. In this way, the pouring device can effectively solve the segregation problem that occurs during the pouring process.
  • the pouring device further includes two vertical plates and a horizontal plate, the vertical plate has a first side and a second side, the first side is connected to the bottom plate, and the horizontal plate Both ends are respectively connected to one end of the two vertical plates, so that the two vertical plates, the horizontal plates and the bottom plate form a chute; wherein the baffle is provided in the chute.
  • the baffle includes an operating part that can be driven to slide the baffle relative to the bottom plate.
  • the operating part includes a circular ring.
  • the bottom plate, the vertical plate, the horizontal plate, the baffle, and the joint are made of steel.
  • the first surface is welded to the bottom plate
  • the horizontal plate is welded to the vertical plate
  • the connecting portion is welded to the vertical plate.
  • the docking part includes a steel pipe
  • the connecting part includes a steel plate
  • the steel plate is provided with a second through hole
  • the steel pipe is connected to the second through hole
  • the steel pipe is welded to the steel plate.
  • a pouring device is installed at the bottom of the profiled steel concrete member, wherein the pouring device includes a base plate provided with a first through hole; a baffle slidably connected to the base plate, and the baffle can be driven to slide relative to the base plate, To close or open the first through hole; the joint includes a connecting portion and a butt portion, the connecting portion is connected to the surface of the bottom plate, and the butt portion is used to connect the pump tube;
  • the first through hole is closed.
  • the method for pouring profiled steel concrete according to the embodiment of the present invention has at least the following beneficial effects: by installing the pouring device at the bottom of the profiled steel concrete component, concrete can be poured from the bottom of the profiled steel concrete component from bottom to top, thereby effectively solving the problem Segregation problems that occur during pouring.
  • the method for pouring shaped steel concrete according to some embodiments of the present invention further includes the step of pouring concrete in sections, dividing the shaped steel concrete component into multiple sections, and installing the pouring device at the bottom of the multiple sections of shaped steel concrete component.
  • Figure 1 is a schematic diagram of a pouring device according to some embodiments of the present invention.
  • Figure 2 is a flow chart of a steel concrete pouring method according to some embodiments of the present invention.
  • Figure 3 is a schematic diagram of segmented pouring in the steel concrete pouring method according to some embodiments of the present invention.
  • orientation descriptions such as up, down, front, back, left, right, etc., are based on the orientation or position relationships shown in the drawings and are only In order to facilitate the description of the present invention and simplify the description, it is not intended to indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore should not be construed as a limitation of the present invention.
  • the shaped steel concrete component 100 includes concrete, shaped steel, longitudinal steel bars and stirrups. Specifically, adding shaped steel to reinforced concrete beams, columns and other components is called shaped steel concrete. Among them, the shaped steel concrete component 100 mentioned in this article is not Components when pouring concrete. Specifically, the profiled steel concrete component 100 in this article is poured with concrete after the pouring device 200 is connected. In this way, the profiled steel concrete component 100 is formed. Furthermore, after adding profiled steel, the bearing capacity of the component can be effectively improved. , reduce the axial compression ratio of the component.
  • high-rise building structures mostly use profiled steel concrete. Since the profiled steel structure, steel bars and steel hoops are added longitudinally within the component, the profiled steel and steel bars within the entire component are extremely densely arranged with narrow gaps. During the pouring process of concrete, liquidity will be severely affected.
  • shaped steel concrete components 100 such as shaped steel concrete columns
  • the pump pipe cannot penetrate deeply due to the dense arrangement of shaped steel and steel bars. Segregation is easily caused during the pouring process.
  • the dense arrangement of shaped steel and steel bars due to the dense arrangement of shaped steel and steel bars, the fluidity of concrete is affected, and the air in places such as beam-column joints, steel flanges, and lower parts of webs cannot be discharged, resulting in loose concrete filling, thus affecting the quality of high-rise building structures.
  • concrete segregation is a phenomenon in which the cohesion between the components of the concrete mixture is insufficient to resist the sinking of the coarse aggregate, and the components of the concrete mixture separate from each other, resulting in uneven internal composition and structure.
  • the cause of concrete segregation This is because in the process of free fall, because there are stones and cement slurry in the concrete, the volumes of the two are different. The stones fall first, and the cement slurry falls later.
  • multiple cavities will be formed in the building structure, which will significantly reduce the strength of the concrete, seriously affecting the load-bearing capacity of the concrete structure, destroying the safety performance of the structure, seriously causing rework, and causing huge economic losses. Therefore, the applicants of this application propose a pouring device 200.
  • a pouring device 200 for connecting steel concrete members 100 includes a bottom plate 210, a baffle 250 and a joint 260.
  • the bottom plate 210 is provided with a first through hole 211; the baffle 250 slides with the bottom plate 210. connection, and the baffle 250 can be driven to slide relative to the base plate 210 to close or open the first through hole 211;
  • the joint 260 includes a connecting portion 261 and a butt portion 262, the connecting portion 261 is connected to the surface of the base plate 210, and the butt portion 262 is to connect the pump tubing.
  • the pouring device 200 is connected to the bottom of the steel concrete member 100, workers can pour concrete from bottom to top with the help of the pouring device 200.
  • the detailed process is as follows: after the pouring device 200 connects the shaped steel concrete component 100, the docking part 262 connects the pump pipe, and the operating baffle 250 slides to open the first through hole 211, so that concrete can enter the shaped steel concrete component from the first through hole 211 In 100, concrete is poured, and then, after the pouring is completed, in order to prevent the concrete from flowing out from the first through hole 211, the baffle 250 is operated to slide to close the first through hole 211. In this way, the pouring device 200 can effectively solve the problem during the pouring process. Segregation problems arise.
  • the pouring device 200 can become a part of the profiled steel concrete member 100, that is, the bottom plate 210 of the pouring device 200 acts as a "template" for the profiled steel concrete pouring. In this way, materials can be saved.
  • the pouring device 200 includes two vertical plates 220 and a horizontal plate 230.
  • the vertical plate 220 has a first surface 221 and a second surface 222.
  • the first surface 221 is connected to the bottom plate 210; the horizontal plate
  • the two ends of 230 are respectively connected to one end of the two vertical plates 220, so that the two vertical plates 220, the horizontal plate 230 and the bottom plate 210 form a chute 240; the baffle 250 is arranged in the chute 240.
  • the vertical plate 220 and the horizontal plate 230 are selected to form the chute 240.
  • the baffle 250 slides relative to the chute 240 to open and close the third With a through hole 211, the pouring device 200 can effectively solve the segregation problem that occurs during the pouring process.
  • the baffle 250 includes an operating part 251 , and the operating part 251 can be driven to slide the baffle 250 relative to the base plate 210 .
  • the operation part 251 includes a circular ring.
  • the operating part 251 of the baffle 250 can be a ring.
  • the staff only need to move the ring to drive the baffle. 250 movement makes it convenient for workers to use the pouring device 200.
  • the bottom plate 210 , the vertical plate 220 , the horizontal plate 230 , the baffle 250 and the joint 260 are made of steel.
  • the steel concrete member 100 includes concrete, steel, longitudinal steel bars and stirrups
  • the pouring device 200 will 200 can be installed at the bottom of the profiled steel concrete component 100 and directly become a part of the profiled steel concrete component 100, and because they are all made of steel, it will not affect the strength of the profiled steel concrete component 100 and affect the quality of high-rise buildings.
  • the first surface 221 is welded to the bottom plate 210
  • the horizontal plate 230 is welded to the vertical plate 220
  • the connecting portion 261 is welded to the vertical plate 220 .
  • workers can easily find steel materials to manufacture the pouring device 200. Specifically, they can weld and connect various parts of the pouring device 200. Since the materials can be obtained locally, the pouring device 200 is simple to manufacture. It also saves a certain amount of time and improves staff efficiency.
  • the docking part 262 includes a steel pipe
  • the connecting part 261 includes a steel plate
  • the steel plate is provided with a second through hole
  • the steel pipe is connected to the second through hole.
  • the pump pipe can be connected to the docking portion 262, so the docking portion 262 can be a steel pipe.
  • the steel plate is provided with a second through hole corresponding to the aperture of the steel pipe. In this way, the pump pipe is directly connected to the steel pipe, and concrete can be poured.
  • the diameter of the second through hole is equal to the diameter of the first through hole 211 .
  • the diameters of the second through hole and the first through hole 211 are equal, there will be no problem due to different hole diameters. , hindering the flow of concrete and affecting pouring.
  • the diameter of the steel pipe is 125mm to 140mm.
  • the pump pipe for pouring concrete can be a high-pressure small-diameter pump pipe with an inner diameter of 125mm and an outer diameter of 140mm.
  • the diameter of the steel pipe can be 125mm, corresponding to the pump pipe.
  • the thickness of the steel pipe can also be designed to be thicker to withstand the high pressure during concrete pouring. For example, the thickness of the steel pipe is 10mm to 15mm.
  • the steel pipe is welded to the steel plate.
  • steel pipes and steel plates can be welded, which can facilitate workers to manufacture the pouring device 200 and obtain local materials, thereby improving the efficiency of workers.
  • the method of pouring steel concrete includes the steps:
  • the pouring device 200 includes a bottom plate 210, a baffle 250 and a joint 260.
  • the bottom plate 210 is provided with a first through hole 211; the baffle 250 is slidingly connected to the bottom plate 210. And the baffle 250 can be driven to slide relative to the base plate 210 to close or open the first through hole 211;
  • the joint 260 includes a connecting portion 261 and a butt portion 262.
  • the connecting portion 261 is connected to the surface of the base plate 210, and the butt portion 262 is used for connection. pump tube;
  • the pouring device 200 when the pouring device 200 is installed at the bottom of the steel concrete component 100, the pouring device 200 acts as a template on the one hand, and pours through it on the other hand. Considering that the pressure of pouring concrete from the bottom up is relatively high, therefore, On the one hand, the concrete ground pump truck and the pouring device 200 are connected through high-pressure pump pipes. Specifically, the pump pipe of the concrete ground pump truck needs to be a high-pressure small-diameter pump pipe with an inner diameter of 125 mm and an outer diameter of 140 mm. A pump pipe with a larger wall thickness can be used. bear greater pressure. At the same time, if the concrete pouring speed is too fast, the 100 parts of the steel concrete components will not be filled densely.
  • small-diameter pump pipes are selected to reduce the concrete injection speed. Furthermore, in order to ensure the quality of high-rise building structures, concrete
  • the maximum particle size of coarse aggregate shall not be greater than 1/2 of the minimum clear distance between steel bars or steel bars and steel bars, and the slump of concrete shall be maintained at 180mm to 220mm.
  • the docking part 262 is connected to the pump pipe, and the baffle 250 is slid to open the first through hole 211.
  • concrete can enter the steel concrete member 100 from the first through hole 211, and concrete is poured. Afterwards, the concrete is poured.
  • the operating baffle 250 slides to close the first through hole 211. In this way, the pouring method of shaped steel concrete can avoid the problem of segregation during the pouring process of the shaped steel concrete component 100.
  • the step of pouring concrete in sections is also included.
  • the steel concrete component 100 is divided into multiple sections, and the pouring device 200 is installed at the bottom of the multi-section steel concrete component 100.
  • the concrete ground pump truck needs to have a larger ground pump.
  • Rated pumping pressure therefore, the cost is high, and the quality of the pouring process will be affected. Therefore, dividing the steel concrete component 100 into multiple sections and installing the pouring device 200 at the bottom of the multi-section steel concrete component 100 can not only save concrete ground pumps The cost of the truck is reduced, and the concrete pouring can also be filled densely to avoid segregation.

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Abstract

Disclosed in the present invention is a pouring device, comprising: a bottom plate, which is provided with a first through hole; a baffle plate, which is connected to the bottom plate in a sliding manner, wherein the baffle plate can slide relative to the bottom plate under driving, so as to close or open the first through hole; and a joint, which comprises a connecting portion and a butting portion, wherein the connecting portion is connected to a surface of the bottom plate, and the butting portion is used for being connected to a pump pipe. The pouring device disclosed in the present invention can effectively solve the segregation problem in a pouring process.

Description

浇筑装置及型钢混凝土的浇筑方法Pouring device and method of pouring profiled steel concrete 技术领域Technical field
本发明涉及工程建设技术领域,尤其是涉及一种浇筑装置及型钢混凝土的浇筑方法。The invention relates to the technical field of engineering construction, and in particular to a pouring device and a pouring method of profiled steel concrete.
背景技术Background technique
型钢混凝土构件包括混凝土、型钢、纵向钢筋和箍筋,具体而言,在钢筋混凝土梁、柱等构件里添加型钢,即是型钢混凝土。进一步地,加入型钢后可以有效提高构件承载能力,减小构件轴压比。Sectional steel concrete components include concrete, section steel, longitudinal steel bars and stirrups. Specifically, section steel is added to reinforced concrete beams, columns and other components, which is section steel concrete. Furthermore, adding section steel can effectively improve the load-bearing capacity of the component and reduce the axial compression ratio of the component.
相关技术中,高层建筑结构多采用型钢混凝土,由于在构件内纵向增加了型钢结构、钢筋和钢箍,因此整个构件内型钢与钢筋排布极其密集,间隙狭小,混凝土在浇筑过程中的流动性会受到严重影响。In related technologies, high-rise building structures mostly use profiled steel concrete. Since the profiled steel structure, steel bars, and steel hoops are added longitudinally within the component, the profiled steel and steel bars within the entire component are extremely densely arranged, with narrow gaps, and the fluidity of the concrete during the pouring process is reduced. will be seriously affected.
传统混凝土的浇筑方法对型钢混凝土构件进行施工时,由于型钢与钢筋排布密集,导致泵管无法深入,在浇筑过程中极易出现离析,同时由于型钢与钢筋排布密集,混凝土的流动性受到影响,在梁柱接头、型钢翼缘和腹板下部等地方内的空气无法排出,导致混凝土填充不密实,从而影响高层建筑结构的质量。When constructing steel concrete components using traditional concrete pouring methods, due to the dense arrangement of shaped steel and steel bars, the pump pipe cannot penetrate deep and is prone to segregation during the pouring process. At the same time, due to the dense arrangement of shaped steel and steel bars, the fluidity of the concrete is affected. As a result, the air in beam-column joints, steel flanges and lower parts of webs cannot be discharged, resulting in loose concrete filling, thus affecting the quality of high-rise building structures.
发明内容Contents of the invention
本发明旨在至少解决现有技术中存在的技术问题之一。为此,本发明提出一种浇筑装置,能够有效解决浇筑过程中出现的离析问题。The present invention aims to solve at least one of the technical problems existing in the prior art. To this end, the present invention proposes a pouring device that can effectively solve the segregation problem that occurs during the pouring process.
本发明还提出一种具有上述浇筑装置的型钢混凝土的浇筑方法。The invention also proposes a method for pouring steel concrete with the above-mentioned pouring device.
根据本发明的第一方面实施例的浇筑装置,包括:底板,设置有第一通孔;挡板,与所述底板滑动连接,且所述挡板能够受驱相对于所述底板滑动,以封闭或者打开所述第一通孔;接头,包括连接部和对接部,所述连接部连接于所述底板的表面,所述对接部用于连接泵管。The pouring device according to the first embodiment of the present invention includes: a bottom plate provided with a first through hole; a baffle slidably connected to the bottom plate, and the baffle can be driven to slide relative to the bottom plate to Close or open the first through hole; the joint includes a connecting part and a butt part, the connection part is connected to the surface of the bottom plate, and the butt part is used to connect the pump tube.
根据本发明实施例的浇筑装置,至少具有如下有益效果:浇筑装置连接型钢混凝土构件后,对接部连接泵管,操作挡板滑动,以打开第一通孔,如此,混凝土可以从第一通孔进入,之后,在浇筑结束后,操作挡板滑动,以封闭第一通孔,如此,浇筑装置能够有效解决浇筑过程中出现的离析问题。The pouring device according to the embodiment of the present invention at least has the following beneficial effects: after the pouring device connects the steel concrete components, the docking part connects the pump pipe, and the baffle is operated to slide to open the first through hole. In this way, the concrete can pass through the first through hole. After entering, after the pouring is completed, the baffle is operated to slide to close the first through hole. In this way, the pouring device can effectively solve the segregation problem that occurs during the pouring process.
根据本发明的一些实施例的浇筑装置,还包括两个竖板和横板,所述竖板具有第一面和 第二面,所述第一面连接于所述底板,所述横板的两端分别连接于两个所述竖板的一端,以使两个所述竖板、所述横板和所述底板形成滑槽;其中,所述挡板设置于所述滑槽。The pouring device according to some embodiments of the present invention further includes two vertical plates and a horizontal plate, the vertical plate has a first side and a second side, the first side is connected to the bottom plate, and the horizontal plate Both ends are respectively connected to one end of the two vertical plates, so that the two vertical plates, the horizontal plates and the bottom plate form a chute; wherein the baffle is provided in the chute.
根据本发明的一些实施例的浇筑装置,所述挡板包括操作部,所述操作部能够受驱以使所述挡板相对于所述底板滑动。According to the pouring device of some embodiments of the present invention, the baffle includes an operating part that can be driven to slide the baffle relative to the bottom plate.
根据本发明的一些实施例的浇筑装置,所述操作部包括圆环。According to the pouring device of some embodiments of the present invention, the operating part includes a circular ring.
根据本发明的一些实施例的浇筑装置,所述底板、所述竖板、所述横板、所述挡板、所述接头的材质为钢。According to the pouring device according to some embodiments of the present invention, the bottom plate, the vertical plate, the horizontal plate, the baffle, and the joint are made of steel.
根据本发明的一些实施例的浇筑装置,所述第一面焊接连接于所述底板,所述横板焊接连接于所述竖板,所述连接部焊接连接于所述竖板。According to the pouring device of some embodiments of the present invention, the first surface is welded to the bottom plate, the horizontal plate is welded to the vertical plate, and the connecting portion is welded to the vertical plate.
根据本发明的一些实施例的浇筑装置,所述对接部包括钢管,所述连接部包括钢板,所述钢板设置有第二通孔,所述钢管连通于所述第二通孔。According to the pouring device of some embodiments of the present invention, the docking part includes a steel pipe, the connecting part includes a steel plate, the steel plate is provided with a second through hole, and the steel pipe is connected to the second through hole.
根据本发明的一些实施例的浇筑装置,所述钢管焊接连接于所述钢板。According to the pouring device of some embodiments of the present invention, the steel pipe is welded to the steel plate.
根据本发明的第二方面实施例的型钢混凝土的浇筑方法,包括步骤:The pouring method of profiled steel concrete according to the second embodiment of the present invention includes the steps:
将浇筑装置安装在型钢混凝土构件的底部,其中,浇筑装置包括底板,设置有第一通孔;挡板,与所述底板滑动连接,且所述挡板能够受驱相对于所述底板滑动,以封闭或者打开所述第一通孔;接头,包括连接部和对接部,所述连接部连接于所述底板的表面,所述对接部用于连接泵管;A pouring device is installed at the bottom of the profiled steel concrete member, wherein the pouring device includes a base plate provided with a first through hole; a baffle slidably connected to the base plate, and the baffle can be driven to slide relative to the base plate, To close or open the first through hole; the joint includes a connecting portion and a butt portion, the connecting portion is connected to the surface of the bottom plate, and the butt portion is used to connect the pump tube;
使用泵管连接所述对接部,并打开所述第一通孔;Use a pump tube to connect the docking part and open the first through hole;
往所述第一通孔内输送混凝土;Transport concrete into the first through hole;
浇筑完成后,封闭所述第一通孔。After the pouring is completed, the first through hole is closed.
根据本发明实施例的型钢混凝土的浇筑方法,至少具有如下有益效果:通过浇筑装置安装在型钢混凝土构件的底部,即可从型钢混凝土构件的底部由下及上浇筑混凝土,以此,能够有效解决浇筑过程中出现的离析问题。The method for pouring profiled steel concrete according to the embodiment of the present invention has at least the following beneficial effects: by installing the pouring device at the bottom of the profiled steel concrete component, concrete can be poured from the bottom of the profiled steel concrete component from bottom to top, thereby effectively solving the problem Segregation problems that occur during pouring.
根据本发明的一些实施例的型钢混凝土的浇筑方法,还包括分段浇筑混凝土的步骤,将所述型钢混凝土构件分为多段,在多段所述型钢混凝土构件的底部安装所述浇筑装置。The method for pouring shaped steel concrete according to some embodiments of the present invention further includes the step of pouring concrete in sections, dividing the shaped steel concrete component into multiple sections, and installing the pouring device at the bottom of the multiple sections of shaped steel concrete component.
本发明的附加方面和优点将在下面的描述中部分给出,部分将从下面的描述中变得明显,或通过本发明的实践了解到。Additional aspects and advantages of the invention will be set forth in part in the description which follows, and in part will be obvious from the description, or may be learned by practice of the invention.
附图说明Description of the drawings
下面结合附图和实施例对本发明做进一步的说明,其中:The present invention will be further described below in conjunction with the accompanying drawings and examples, wherein:
图1为本发明的一些实施例的浇筑装置的示意图;Figure 1 is a schematic diagram of a pouring device according to some embodiments of the present invention;
图2为本发明的一些实施例的型钢混凝土的浇筑方法的流程图;Figure 2 is a flow chart of a steel concrete pouring method according to some embodiments of the present invention;
图3为本发明的一些实施例的型钢混凝土的浇筑方法中分段浇筑的示意图。Figure 3 is a schematic diagram of segmented pouring in the steel concrete pouring method according to some embodiments of the present invention.
附图标记:Reference signs:
型钢混凝土构件100、浇筑装置200、底板210、第一通孔211、竖板220、第一面221、第二面222、横板230、滑槽240、挡板250、操作部251、接头260、连接部261、对接部262。 Steel concrete member 100, pouring device 200, bottom plate 210, first through hole 211, vertical plate 220, first surface 221, second surface 222, horizontal plate 230, chute 240, baffle 250, operating part 251, joint 260 , connecting part 261, and docking part 262.
具体实施方式Detailed ways
下面详细描述本发明的实施例,所述实施例的示例在附图中示出,其中自始至终相同或类似的标号表示相同或类似的元件或具有相同或类似功能的元件。下面通过参考附图描述的实施例是示例性的,仅用于解释本发明,而不能理解为对本发明的限制。Embodiments of the present invention are described in detail below, examples of which are illustrated in the accompanying drawings, wherein the same or similar reference numerals throughout represent the same or similar elements or elements with the same or similar functions. The embodiments described below with reference to the drawings are exemplary and are only used to explain the present invention and cannot be understood as limiting the present invention.
在本发明的描述中,需要理解的是,涉及到方位描述,例如上、下、前、后、左、右等指示的方位或位置关系为基于附图所示的方位或位置关系,仅是为了便于描述本发明和简化描述,而不是指示或暗示所指的装置或元件必须具有特定的方位、以特定的方位构造和操作,因此不能理解为对本发明的限制。In the description of the present invention, it should be understood that orientation descriptions, such as up, down, front, back, left, right, etc., are based on the orientation or position relationships shown in the drawings and are only In order to facilitate the description of the present invention and simplify the description, it is not intended to indicate or imply that the device or element referred to must have a specific orientation, be constructed and operate in a specific orientation, and therefore should not be construed as a limitation of the present invention.
在本发明的描述中,若干的含义是一个以上,多个的含义是两个以上,大于、小于、超过等理解为不包括本数,以上、以下、以内等理解为包括本数。如果有描述到第一、第二只是用于区分技术特征为目的,而不能理解为指示或暗示相对重要性或者隐含指明所指示的技术特征的数量或者隐含指明所指示的技术特征的先后关系。In the description of the present invention, several means one or more, plural means two or more, greater than, less than, more than, etc. are understood to exclude the original number, and above, below, within, etc. are understood to include the original number. If there is a description of first and second, it is only for the purpose of distinguishing technical features, and cannot be understood as indicating or implying the relative importance or implicitly indicating the number of indicated technical features or implicitly indicating the order of indicated technical features. relation.
本发明的描述中,除非另有明确的限定,设置、安装、连接等词语应做广义理解,所属技术领域技术人员可以结合技术方案的具体内容合理确定上述词语在本发明中的具体含义。In the description of the present invention, unless otherwise explicitly limited, words such as setting, installation, and connection should be understood in a broad sense. Those skilled in the art can reasonably determine the specific meaning of the above words in the present invention in combination with the specific content of the technical solution.
本发明的描述中,参考术语“一个实施例”、“一些实施例”、“示意性实施例”、“示例”、“具体示例”、或“一些示例”等的描述意指结合该实施例或示例描述的具体特征、结构、材料或者特点包含于本发明的至少一个实施例或示例中。在本说明书中,对上述术语的示意性表述不一定指的是相同的实施例或示例。而且,描述的具体特征、结构、材料或者特点可以在任何的一个或多个实施例或示例中以合适的方式结合。In the description of the present invention, reference to the terms "one embodiment," "some embodiments," "illustrative embodiments," "examples," "specific examples," or "some examples" is intended to be in conjunction with the description of the embodiment. or examples describe specific features, structures, materials, or characteristics that are included in at least one embodiment or example of the invention. In this specification, schematic representations of the above terms do not necessarily refer to the same embodiment or example. Furthermore, the specific features, structures, materials or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
型钢混凝土构件100包括混凝土、型钢、纵向钢筋和箍筋,具体而言,在钢筋混凝土梁、柱等构件里添加型钢,即是型钢混凝土,其中,本文中提到的型钢混凝土构件100是未进行浇筑混凝土时的构件,具体来说,本文的型钢混凝土构件100是在浇筑装置200连接后,再进行浇筑混凝土,如此才形成的型钢混凝土构件100,进一步地,加入型钢后可以有效提高 构件承载能力,减小构件轴压比。The shaped steel concrete component 100 includes concrete, shaped steel, longitudinal steel bars and stirrups. Specifically, adding shaped steel to reinforced concrete beams, columns and other components is called shaped steel concrete. Among them, the shaped steel concrete component 100 mentioned in this article is not Components when pouring concrete. Specifically, the profiled steel concrete component 100 in this article is poured with concrete after the pouring device 200 is connected. In this way, the profiled steel concrete component 100 is formed. Furthermore, after adding profiled steel, the bearing capacity of the component can be effectively improved. , reduce the axial compression ratio of the component.
相关技术中,通常地,高层建筑结构多采用型钢混凝土,由于在构件内纵向增加了型钢结构、钢筋和钢箍,因此整个构件内型钢与钢筋排布极其密集,间隙狭小,混凝土在浇筑过程中的流动性会受到严重影响。In related technologies, generally, high-rise building structures mostly use profiled steel concrete. Since the profiled steel structure, steel bars and steel hoops are added longitudinally within the component, the profiled steel and steel bars within the entire component are extremely densely arranged with narrow gaps. During the pouring process of concrete, liquidity will be severely affected.
传统混凝土的浇筑方法对型钢混凝土构件100,比如型钢混凝土柱进行施工时,由于型钢与钢筋排布密集,导致泵管无法深入,在浇筑过程中极易出现离析,同时由于型钢与钢筋排布密集,混凝土的流动性受到影响,在梁柱接头、型钢翼缘和腹板下部等地方内的空气无法排出,导致混凝土填充不密实,从而影响高层建筑结构的质量。When constructing shaped steel concrete components 100, such as shaped steel concrete columns, using traditional concrete pouring methods, the pump pipe cannot penetrate deeply due to the dense arrangement of shaped steel and steel bars. Segregation is easily caused during the pouring process. At the same time, due to the dense arrangement of shaped steel and steel bars, , the fluidity of concrete is affected, and the air in places such as beam-column joints, steel flanges, and lower parts of webs cannot be discharged, resulting in loose concrete filling, thus affecting the quality of high-rise building structures.
进一步地,混凝土离析是混凝土拌合物组成材料之间的粘聚力不足以抵抗粗集料的下沉,混凝土拌合物成分相互分离,造成内部组成和结构不均匀的现象,混凝土离析的原因是因为在自由下落的过程中,因为混凝土内有石子和水泥浆,两者体积不同,石头先掉落,水泥浆后掉落。再进一步地,产生离析的混凝土在凝固后,建筑结构会形成多个空洞,使混凝土强度大幅度下降,严重影响混凝土结构承载能力,破坏结构的安全性能,严重的将造成返工,造成巨大的经济损失,由此,本申请的申请者们提出了一种浇筑装置200。Furthermore, concrete segregation is a phenomenon in which the cohesion between the components of the concrete mixture is insufficient to resist the sinking of the coarse aggregate, and the components of the concrete mixture separate from each other, resulting in uneven internal composition and structure. The cause of concrete segregation This is because in the process of free fall, because there are stones and cement slurry in the concrete, the volumes of the two are different. The stones fall first, and the cement slurry falls later. Furthermore, after the segregated concrete solidifies, multiple cavities will be formed in the building structure, which will significantly reduce the strength of the concrete, seriously affecting the load-bearing capacity of the concrete structure, destroying the safety performance of the structure, seriously causing rework, and causing huge economic losses. Therefore, the applicants of this application propose a pouring device 200.
请参照图1,在一些实施例中,用于连接型钢混凝土构件100的浇筑装置200包括底板210、挡板250和接头260,底板210设置有第一通孔211;挡板250与底板210滑动连接,且挡板250能够受驱相对于底板210滑动,以封闭或者打开第一通孔211;接头260包括连接部261和对接部262,连接部261连接于底板210的表面,对接部262用于连接泵管。Please refer to Figure 1. In some embodiments, a pouring device 200 for connecting steel concrete members 100 includes a bottom plate 210, a baffle 250 and a joint 260. The bottom plate 210 is provided with a first through hole 211; the baffle 250 slides with the bottom plate 210. connection, and the baffle 250 can be driven to slide relative to the base plate 210 to close or open the first through hole 211; the joint 260 includes a connecting portion 261 and a butt portion 262, the connecting portion 261 is connected to the surface of the base plate 210, and the butt portion 262 is to connect the pump tubing.
具体地,因为浇筑装置200连接在型钢混凝土构件100的底部,所以,工作人员借助浇筑装置200能够由下往上浇筑混凝土。详细过程如下:浇筑装置200连接型钢混凝土构件100后,对接部262连接泵管,操作挡板250滑动,以打开第一通孔211,如此,混凝土可以从第一通孔211进入到型钢混凝土构件100中,进行浇筑混凝土,之后,在浇筑结束后,为防止混凝土从第一通孔211流出,操作挡板250滑动,以封闭第一通孔211,如此,浇筑装置200能够有效解决浇筑过程中出现的离析问题。Specifically, because the pouring device 200 is connected to the bottom of the steel concrete member 100, workers can pour concrete from bottom to top with the help of the pouring device 200. The detailed process is as follows: after the pouring device 200 connects the shaped steel concrete component 100, the docking part 262 connects the pump pipe, and the operating baffle 250 slides to open the first through hole 211, so that concrete can enter the shaped steel concrete component from the first through hole 211 In 100, concrete is poured, and then, after the pouring is completed, in order to prevent the concrete from flowing out from the first through hole 211, the baffle 250 is operated to slide to close the first through hole 211. In this way, the pouring device 200 can effectively solve the problem during the pouring process. Segregation problems arise.
其中,浇筑装置200在浇筑混凝土后,能成为型钢混凝土构件100的一部分,也即浇筑装置200的底板210充当了型钢混凝土浇筑的“模板”,如此,能够节省材料。Among them, after pouring concrete, the pouring device 200 can become a part of the profiled steel concrete member 100, that is, the bottom plate 210 of the pouring device 200 acts as a "template" for the profiled steel concrete pouring. In this way, materials can be saved.
请参照图1,在一些实施例中,浇筑装置200包括两个竖板220、横板230,竖板220具有第一面221和第二面222,第一面221连接于底板210;横板230的两端分别连接于两个竖板220的一端,以使两个竖板220、横板230和底板210形成滑槽240;挡板250设置于滑槽240内。例如,在施工现场,为了方便工作人员制造加工浇筑装置200,因此,选用竖板220 和横板230形成滑槽240,具体地,挡板250相对于滑槽240滑动,以此打开和封闭第一通孔211,如此,浇筑装置200能够有效解决浇筑过程中出现的离析问题。Please refer to Figure 1. In some embodiments, the pouring device 200 includes two vertical plates 220 and a horizontal plate 230. The vertical plate 220 has a first surface 221 and a second surface 222. The first surface 221 is connected to the bottom plate 210; the horizontal plate The two ends of 230 are respectively connected to one end of the two vertical plates 220, so that the two vertical plates 220, the horizontal plate 230 and the bottom plate 210 form a chute 240; the baffle 250 is arranged in the chute 240. For example, at the construction site, in order to facilitate the workers to manufacture the processing and pouring device 200, the vertical plate 220 and the horizontal plate 230 are selected to form the chute 240. Specifically, the baffle 250 slides relative to the chute 240 to open and close the third With a through hole 211, the pouring device 200 can effectively solve the segregation problem that occurs during the pouring process.
进一步地,请参照图1,在一些实施例中,挡板250包括操作部251,操作部251能够受驱以使挡板250相对于底板210滑动。进一步地,操作部251包括圆环。Further, please refer to FIG. 1 . In some embodiments, the baffle 250 includes an operating part 251 , and the operating part 251 can be driven to slide the baffle 250 relative to the base plate 210 . Further, the operation part 251 includes a circular ring.
例如,为了方便工作人员操作挡板250进行滑动,以封闭或者打开第一通孔211,所以挡板250的操作部251可以是圆环,如此,工作人员只需要移动圆环即可带动挡板250运动,方便了工作人员使用浇筑装置200。For example, in order to facilitate the staff to slide the baffle 250 to close or open the first through hole 211, the operating part 251 of the baffle 250 can be a ring. In this way, the staff only need to move the ring to drive the baffle. 250 movement makes it convenient for workers to use the pouring device 200.
进一步地,请参照图1,在一些实施例中,底板210、竖板220、横板230、挡板250、接头260的材质为钢。例如,由于型钢混凝土构件100包括混凝土、型钢、纵向钢筋和箍筋,因此,当浇筑装置200的底板210、竖板220、横板230、挡板250、接头260的材质为钢时,浇筑装置200可以安装在型钢混凝土构件100的底部,直接成为型钢混凝土构件100的一部分,而且由于都是钢的原因,并不会对型钢混凝土构件100的强度造成影响,影响高层建筑的质量。Further, please refer to FIG. 1 . In some embodiments, the bottom plate 210 , the vertical plate 220 , the horizontal plate 230 , the baffle 250 and the joint 260 are made of steel. For example, since the steel concrete member 100 includes concrete, steel, longitudinal steel bars and stirrups, when the bottom plate 210, the vertical plate 220, the horizontal plate 230, the baffle 250 and the joint 260 of the pouring device 200 are made of steel, the pouring device 200 will 200 can be installed at the bottom of the profiled steel concrete component 100 and directly become a part of the profiled steel concrete component 100, and because they are all made of steel, it will not affect the strength of the profiled steel concrete component 100 and affect the quality of high-rise buildings.
进一步地,请参照图1,在一些实施例中,第一面221焊接连接于底板210,横板230焊接连接于竖板220,连接部261焊接连接于竖板220。例如,在施工现场,工作人员可以很方便找寻钢质材料来制造浇筑装置200,具体地,将浇筑装置200的各个部分焊接连接,因为材料都是可以就地取材,所以浇筑装置200制造简单,并且节约了一定的时间,提高了工作人员的效率。Further, please refer to FIG. 1 , in some embodiments, the first surface 221 is welded to the bottom plate 210 , the horizontal plate 230 is welded to the vertical plate 220 , and the connecting portion 261 is welded to the vertical plate 220 . For example, at the construction site, workers can easily find steel materials to manufacture the pouring device 200. Specifically, they can weld and connect various parts of the pouring device 200. Since the materials can be obtained locally, the pouring device 200 is simple to manufacture. It also saves a certain amount of time and improves staff efficiency.
进一步地,请参照图1,在一些实施例中,对接部262包括钢管,连接部261包括钢板,钢板设置有第二通孔,钢管连通于第二通孔。例如,为了方便泵管可以连接对接部262,所以对接部262可以是钢管,同时,钢板设置第二通孔和钢管的孔径对应,如此,泵管直接连接钢管,即可浇筑混凝土。Further, please refer to FIG. 1 . In some embodiments, the docking part 262 includes a steel pipe, the connecting part 261 includes a steel plate, the steel plate is provided with a second through hole, and the steel pipe is connected to the second through hole. For example, for convenience, the pump pipe can be connected to the docking portion 262, so the docking portion 262 can be a steel pipe. At the same time, the steel plate is provided with a second through hole corresponding to the aperture of the steel pipe. In this way, the pump pipe is directly connected to the steel pipe, and concrete can be poured.
进一步地,请参照图1,在一些实施例中,第二通孔的直径等于第一通孔211的直径。例如,为了能够让混凝土恰好的通过钢管和第二通孔到达第一通孔211,以此,进行混凝土浇筑,第二通孔和第一通孔211的直径相等时,就不会因为孔径不同,阻碍了混凝土的流动,影响浇筑。Further, referring to FIG. 1 , in some embodiments, the diameter of the second through hole is equal to the diameter of the first through hole 211 . For example, in order to allow the concrete to pass through the steel pipe and the second through hole to reach the first through hole 211, and thereby perform concrete pouring, when the diameters of the second through hole and the first through hole 211 are equal, there will be no problem due to different hole diameters. , hindering the flow of concrete and affecting pouring.
进一步地,请参照图1,在一些实施例中,钢管的直径为125mm至140mm。例如,由于采用了本申请的浇筑装置200,避免混凝体离析的问题,使混凝土填充密实,所以,浇筑混凝土的泵管可选用内径125mm、外径140mm的高压小口径泵管,相应的,钢管的直径可以是125mm,与泵管相对应,进一步地,钢管的厚度也可以设计的厚一些,以承受混凝土浇 筑过程中的高压,比如钢管厚度为10mm至15mm。Further, please refer to Figure 1. In some embodiments, the diameter of the steel pipe is 125mm to 140mm. For example, since the pouring device 200 of the present application is used to avoid the problem of concrete segregation and make the concrete filled densely, the pump pipe for pouring concrete can be a high-pressure small-diameter pump pipe with an inner diameter of 125mm and an outer diameter of 140mm. Correspondingly, The diameter of the steel pipe can be 125mm, corresponding to the pump pipe. Furthermore, the thickness of the steel pipe can also be designed to be thicker to withstand the high pressure during concrete pouring. For example, the thickness of the steel pipe is 10mm to 15mm.
进一步地,请参照图1,在一些实施例中,钢管焊接连接于钢板。例如,在建筑施工现场,钢管焊接钢板,能够方便工作人员制造浇筑装置200,就地取材,提高工作人员的效率。Further, please refer to Figure 1. In some embodiments, the steel pipe is welded to the steel plate. For example, at a construction site, steel pipes and steel plates can be welded, which can facilitate workers to manufacture the pouring device 200 and obtain local materials, thereby improving the efficiency of workers.
进一步地,为了避免型钢混凝土构件100浇筑过程中出现离析的问题,本申请的申请者们还提出了一种型钢混凝土的浇筑方法。Furthermore, in order to avoid the problem of segregation during the pouring process of the shaped steel concrete component 100, the applicants of this application also proposed a pouring method of shaped steel concrete.
进一步地,请参照图2,在一些实施例中,型钢混凝土的浇筑方法包括步骤:Further, please refer to Figure 2. In some embodiments, the method of pouring steel concrete includes the steps:
S100、将浇筑装置200安装在型钢混凝土构件100的底部,其中,浇筑装置200包括底板210、挡板250和接头260,底板210设置有第一通孔211;挡板250与底板210滑动连接,且挡板250能够受驱相对于底板210滑动,以封闭或者打开第一通孔211;接头260包括连接部261和对接部262,连接部261连接于底板210的表面,对接部262用于连接泵管;S100. Install the pouring device 200 at the bottom of the steel concrete component 100. The pouring device 200 includes a bottom plate 210, a baffle 250 and a joint 260. The bottom plate 210 is provided with a first through hole 211; the baffle 250 is slidingly connected to the bottom plate 210. And the baffle 250 can be driven to slide relative to the base plate 210 to close or open the first through hole 211; the joint 260 includes a connecting portion 261 and a butt portion 262. The connecting portion 261 is connected to the surface of the base plate 210, and the butt portion 262 is used for connection. pump tube;
S200、使用泵管连接对接部262,并打开第一通孔211;S200. Use the pump tube to connect the docking part 262 and open the first through hole 211;
S300、往第一通孔211内输送混凝土;S300. Transport concrete into the first through hole 211;
S400、浇筑完成后,封闭第一通孔211。S400. After the pouring is completed, the first through hole 211 is closed.
具体地,浇筑装置200安装在型钢混凝土构件100的底部时,浇筑装置200一方面充当模板,另一方面通过其进行浇筑,其中,由于考虑到自下往上浇筑混凝土的压力较大,因此,一方面将混凝土地泵车与浇筑装置200通过高压泵管连接,具体地,混凝土地泵车的泵管需选用内径125mm、外径140mm的高压小口径泵管,壁厚较大的泵管可承受较大的压力,同时,如果混凝土浇筑速度过快,导致型钢混凝土构件100部分填充不密实,因此,选用小口径泵管降低混凝土的注入速度,进一步地,为了保证高层建筑结构的质量,混凝土粗集料的最大粒径不大于钢筋间或钢筋与型钢间最小净距的1/2,混凝土坍落度保持在180mm至220mm。Specifically, when the pouring device 200 is installed at the bottom of the steel concrete component 100, the pouring device 200 acts as a template on the one hand, and pours through it on the other hand. Considering that the pressure of pouring concrete from the bottom up is relatively high, therefore, On the one hand, the concrete ground pump truck and the pouring device 200 are connected through high-pressure pump pipes. Specifically, the pump pipe of the concrete ground pump truck needs to be a high-pressure small-diameter pump pipe with an inner diameter of 125 mm and an outer diameter of 140 mm. A pump pipe with a larger wall thickness can be used. bear greater pressure. At the same time, if the concrete pouring speed is too fast, the 100 parts of the steel concrete components will not be filled densely. Therefore, small-diameter pump pipes are selected to reduce the concrete injection speed. Furthermore, in order to ensure the quality of high-rise building structures, concrete The maximum particle size of coarse aggregate shall not be greater than 1/2 of the minimum clear distance between steel bars or steel bars and steel bars, and the slump of concrete shall be maintained at 180mm to 220mm.
进一步地,对接部262连接泵管,操作挡板250滑动,以打开第一通孔211,如此,混凝土可以从第一通孔211进入到型钢混凝土构件100中,进行浇筑混凝土,之后,在浇筑结束后,为防止混凝土从第一通孔211流出,操作挡板250滑动,以封闭第一通孔211,如此,型钢混凝土的浇筑方法能够避免型钢混凝土构件100浇筑过程中出现离析的问题。Further, the docking part 262 is connected to the pump pipe, and the baffle 250 is slid to open the first through hole 211. In this way, concrete can enter the steel concrete member 100 from the first through hole 211, and concrete is poured. Afterwards, the concrete is poured. After completion, in order to prevent the concrete from flowing out from the first through hole 211, the operating baffle 250 slides to close the first through hole 211. In this way, the pouring method of shaped steel concrete can avoid the problem of segregation during the pouring process of the shaped steel concrete component 100.
进一步地,请参照图3,在一些实施例中,还包括分段浇筑混凝土的步骤,将型钢混凝土构件100分为多段,在多段型钢混凝土构件100的底部安装浇筑装置200。Further, please refer to Figure 3. In some embodiments, the step of pouring concrete in sections is also included. The steel concrete component 100 is divided into multiple sections, and the pouring device 200 is installed at the bottom of the multi-section steel concrete component 100.
具体地,因为高层建筑结构较高,以及混凝土地泵车的地泵额定泵送压力有限,如果只采用一次性从型钢混凝土构件100的底部浇筑,就需要混凝土地泵车具有较大的地泵额定泵送压力,由此,成本较高,并且浇筑过程质量会受到影响,因此,将型钢混凝土构件100分 为多段,在多段型钢混凝土构件100的底部安装浇筑装置200,不仅可以节约混凝土地泵车的成本,而且,混凝土浇筑也能够填充密实,避免产生离析。Specifically, because of the high structure of high-rise buildings and the limited rated pumping pressure of the ground pump of the concrete ground pump truck, if only one-time pouring from the bottom of the profiled steel concrete member 100 is used, the concrete ground pump truck needs to have a larger ground pump. Rated pumping pressure, therefore, the cost is high, and the quality of the pouring process will be affected. Therefore, dividing the steel concrete component 100 into multiple sections and installing the pouring device 200 at the bottom of the multi-section steel concrete component 100 can not only save concrete ground pumps The cost of the truck is reduced, and the concrete pouring can also be filled densely to avoid segregation.
上面结合附图对本发明实施例作了详细说明,但是本发明不限于上述实施例,在所属技术领域普通技术人员所具备的知识范围内,还可以在不脱离本发明宗旨的前提下作出各种变化。此外,在不冲突的情况下,本发明的实施例及实施例中的特征可以相互组合。The embodiments of the present invention have been described in detail above with reference to the accompanying drawings. However, the present invention is not limited to the above embodiments. Within the scope of knowledge possessed by those of ordinary skill in the art, various modifications can be made without departing from the purpose of the present invention. Variety. In addition, the embodiments of the present invention and the features in the embodiments may be combined with each other without conflict.

Claims (10)

  1. 浇筑装置,用于连接型钢混凝土构件,其特征在于,包括:Pouring device, used for connecting steel concrete components, is characterized by including:
    底板,设置有第一通孔;The base plate is provided with a first through hole;
    挡板,与所述底板滑动连接,且所述挡板能够受驱相对于所述底板滑动,以封闭或者打开所述第一通孔;A baffle is slidably connected to the bottom plate, and the baffle can be driven to slide relative to the bottom plate to close or open the first through hole;
    接头,包括连接部和对接部,所述连接部连接于所述底板的表面,所述对接部用于连接泵管。The joint includes a connecting part and a butt part, the connection part is connected to the surface of the bottom plate, and the butt part is used to connect the pump tube.
  2. 根据权利要求1所述的浇筑装置,其特征在于,还包括两个竖板和横板,所述竖板具有第一面和第二面,所述第一面连接于所述底板,所述横板的两端分别连接于两个所述竖板的一端,以使两个所述竖板、所述横板和所述底板形成滑槽;其中,所述挡板设置于所述滑槽。The pouring device according to claim 1, further comprising two vertical plates and a horizontal plate, the vertical plate has a first surface and a second surface, the first surface is connected to the bottom plate, and the Both ends of the horizontal plate are respectively connected to one end of the two vertical plates, so that the two vertical plates, the horizontal plate and the bottom plate form a chute; wherein, the baffle is arranged on the chute. .
  3. 根据权利要求1所述的浇筑装置,其特征在于,所述挡板包括操作部,所述操作部能够受驱以使所述挡板相对于所述底板滑动。The pouring device according to claim 1, wherein the baffle includes an operating part, and the operating part can be driven to slide the baffle relative to the bottom plate.
  4. 根据权利要求3所述的浇筑装置,其特征在于,所述操作部包括圆环。The pouring device according to claim 3, characterized in that the operating part includes a circular ring.
  5. 根据权利要求2所述的浇筑装置,其特征在于,所述底板、所述竖板、所述横板、所述挡板、所述接头的材质为钢。The pouring device according to claim 2, characterized in that the bottom plate, the vertical plate, the horizontal plate, the baffle and the joint are made of steel.
  6. 根据权利要求2所述的浇筑装置,其特征在于,所述第一面焊接连接于所述底板,所述横板焊接连接于所述竖板,所述连接部焊接连接于所述竖板。The pouring device according to claim 2, wherein the first surface is welded to the bottom plate, the horizontal plate is welded to the vertical plate, and the connecting portion is welded to the vertical plate.
  7. 根据权利要求1所述的浇筑装置,其特征在于,所述对接部包括钢管,所述连接部包括钢板,所述钢板设置有第二通孔,所述钢管连通于所述第二通孔。The pouring device according to claim 1, wherein the butt portion includes a steel pipe, the connecting portion includes a steel plate, the steel plate is provided with a second through hole, and the steel pipe is connected to the second through hole.
  8. 根据权利要求7所述的浇筑装置,其特征在于,所述钢管焊接连接于所述钢板。The pouring device according to claim 7, wherein the steel pipe is welded to the steel plate.
  9. 型钢混凝土的浇筑方法,其特征在于,包括步骤:The pouring method of profiled steel concrete is characterized by including the steps:
    将浇筑装置安装在型钢混凝土构件的底部,其中,浇筑装置包括底板,设置有第一通孔;挡板,与所述底板滑动连接,且所述挡板能够受驱相对于所述底板滑动,以封闭或者打开所述第一通孔;接头,包括连接部和对接部,所述连接部连接于所述底板的表面,所述对接部用于连接泵管;A pouring device is installed at the bottom of the profiled steel concrete member, wherein the pouring device includes a base plate provided with a first through hole; a baffle slidably connected to the base plate, and the baffle can be driven to slide relative to the base plate, To close or open the first through hole; the joint includes a connecting portion and a butt portion, the connecting portion is connected to the surface of the bottom plate, and the butt portion is used to connect the pump tube;
    使用泵管连接所述对接部,并打开所述第一通孔;Use a pump tube to connect the docking part and open the first through hole;
    往所述第一通孔内输送混凝土;Transport concrete into the first through hole;
    浇筑完成后,封闭所述第一通孔。After the pouring is completed, the first through hole is closed.
  10. 根据权利要求9所述的型钢混凝土的浇筑方法,其特征在于,还包括分段浇筑混凝 土的步骤,将所述型钢混凝土构件分为多段,在多段所述型钢混凝土构件的底部安装所述浇筑装置。The method of pouring shaped steel concrete according to claim 9, further comprising the step of pouring concrete in sections, dividing the shaped steel concrete component into multiple sections, and installing the pouring device at the bottom of the multiple sections of shaped steel concrete component. .
PCT/CN2022/128735 2022-08-03 2022-10-31 Pouring device, and pouring method for steel reinforced concrete WO2024027029A1 (en)

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