CN115126271A - A prefabricated concrete structure - Google Patents

A prefabricated concrete structure Download PDF

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Publication number
CN115126271A
CN115126271A CN202210802981.6A CN202210802981A CN115126271A CN 115126271 A CN115126271 A CN 115126271A CN 202210802981 A CN202210802981 A CN 202210802981A CN 115126271 A CN115126271 A CN 115126271A
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China
Prior art keywords
fixedly connected
fixing
wall
bottom end
concrete structure
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CN202210802981.6A
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Chinese (zh)
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朱登
赵斌
朱瀚
聂胜军
陈阳
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China Construction Second Engineering Bureau Co Ltd
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China Construction Second Engineering Bureau Co Ltd
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Priority to CN202210802981.6A priority Critical patent/CN115126271A/en
Publication of CN115126271A publication Critical patent/CN115126271A/en
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    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/26—Strutting means for wall parts; Supports or the like, e.g. for holding in position prefabricated walls
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B66—HOISTING; LIFTING; HAULING
    • B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
    • B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
    • B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
    • B66C1/22—Rigid members, e.g. L-shaped members, with parts engaging the under surface of the loads; Crane hooks
    • B66C1/24—Single members engaging the loads from one side only
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
    • E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
    • E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
    • E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance, i.e. of essentially one-dimensional [1D] or two-dimensional [2D] extent
    • E04C5/03—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance, i.e. of essentially one-dimensional [1D] or two-dimensional [2D] extent with indentations, projections, ribs, or the like, for augmenting the adherence to the concrete
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G25/00—Shores or struts; Chocks
    • E04G25/04—Shores or struts; Chocks telescopic
    • E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
    • E04G25/065—Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut

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

Abstract

The invention relates to the technical field of concrete, and discloses a prefabricated part assembling type concrete structure which comprises a basic assembly, a reinforcing assembly, a fixing assembly and a supporting assembly, wherein the reinforcing assembly is arranged in the basic assembly, the bottom end of the fixing assembly is fixedly connected to the top end of the basic assembly, and the supporting assembly is arranged in a groove at the front end of the basic assembly. According to the invention, the purpose of supporting is realized and the stability of the wallboard is improved through the structures of the first clamping seat, the second bolt, the connecting rod and the like, the barb is connected to the inner wall of the fixing seat in a sliding manner through two sides of the bottom end of the barb, the fixing seat and the barb are provided with a plurality of second limiting holes, so that the barb can be adjusted to be in a proper size, the barb is firstly slid upwards, after the hook of the crane is finished, the barb is moved downwards, and the first bolt is used for limiting, so that the hook can adapt to the operation of lifting hooks with different sizes.

Description

一种预制构件装配式混凝土结构A prefabricated concrete structure

技术领域technical field

本发明涉及混凝土技术领域，尤其涉及一种预制构件装配式混凝土结构。The invention relates to the technical field of concrete, in particular to a prefabricated component assembled concrete structure.

背景技术Background technique

装配式结构是装配式混凝土结构的简称，是以预制构件为主要受力构件经装配连接而成的混凝土结构。装配式钢筋混凝土结构是我国建筑结构发展的重要方向之一，它有利于我国建筑工业化的发展，提高生产效率节约能源，发展绿色环保建筑，并且有利于提高和保证建筑工程质量。Prefabricated structure is the abbreviation of prefabricated concrete structure. Prefabricated reinforced concrete structure is one of the important directions for the development of building structures in my country. It is conducive to the development of building industrialization in China, improving production efficiency, saving energy, developing green and environmentally friendly buildings, and helping to improve and ensure the quality of construction projects.

经检索，中国专利公开了一种装配式钢筋混凝土结构预制构件(公布号为CN214329574U)该专利技术虽然解决了整体受力的效果，但是在预制构件安装的过程中，通过将墙板的限位杆放入对应的限位孔内后，墙板并不稳定，并且没有相应的支撑结构，从而可能会造成墙板坍塌，而且在吊机进行吊板的时候，通常倒钩的孔径过大或过小，从而导致墙板不能够被吊起和安装的墙板不稳固，因此，本领域技术人员提供了一种预制构件装配式混凝土结构，以解决上述背景技术中提出的问题。After searching, the Chinese patent discloses a prefabricated reinforced concrete structure component (publication number CN214329574U). Although the patented technology solves the effect of the overall stress, in the process of installing the prefabricated component, by limiting the position of the wall panel. After the rod is put into the corresponding limit hole, the wall panel is not stable, and there is no corresponding support structure, which may cause the wall panel to collapse. If it is too small, the wall panels cannot be hoisted and the installed wall panels are unstable. Therefore, those skilled in the art provide a prefabricated concrete structure to solve the above-mentioned problems in the background art.

发明内容SUMMARY OF THE INVENTION

本发明的目的是为了解决现有技术中存在的缺点，而提出的一种预制构件装配式混凝土结构，能够使得墙板不易倒塌，增强墙板的稳定性，而且能够适应不同大小的吊钩进行工作。The purpose of the present invention is to solve the shortcomings existing in the prior art, and propose a prefabricated component assembled concrete structure, which can make the wall panel not easy to collapse, enhance the stability of the wall panel, and can adapt to different sizes of hooks to carry out Work.

为实现上述目的，本发明提供了如下技术方案：For achieving the above object, the present invention provides the following technical solutions:

一种预制构件装配式混凝土结构，包括基本组件、加强组件、固定组件和支撑组件，所述加强组件设置在基本组件的内部，所述固定组件底端固定连接在基本组件的顶端，所述支撑组件设置在基本组件的前端凹槽内；A prefabricated concrete structure comprising a basic component, a reinforcing component, a fixing component and a supporting component, wherein the reinforcing component is arranged inside the basic component, the bottom end of the fixing component is fixedly connected to the top of the basic component, and the supporting component The assembly is arranged in the front groove of the basic assembly;

所述基本组件包括墙板，所述墙板左端固定连接有卡板，所述墙板右端设置有插槽，所述墙板前端底部两侧设置有多个注浆孔，所述墙板底端设置有地面，所述墙板底端四角固定连接有多个限位杆，所述限位杆底端相对应地面设置有多个第一限位孔；The basic assembly includes a wall board, a card board is fixedly connected to the left end of the wall board, a slot is provided at the right end of the wall board, a plurality of grouting holes are provided on both sides of the bottom of the front end of the wall board, and the bottom of the wall board is provided with a plurality of grouting holes. The end is provided with the ground, the four corners of the bottom end of the wall panel are fixedly connected with a plurality of limit rods, and the bottom ends of the limit rods are provided with a plurality of first limit holes corresponding to the ground;

所述支撑组件包括第一卡接座，所述第一卡接座四周通孔处均设置有多个第二螺栓，所述第二螺栓底端均螺纹连接在墙板的前端左右两侧，所述第一卡接座左右两端内壁均转动连接有连接第一固定杆，所述第一固定杆底端均转动连接有连接杆，所述连接杆底端均固定连接有第二固定杆，所述第二固定杆左右两端均固定连接在第二卡接座的内壁上。The support assembly includes a first clamping seat, a plurality of second bolts are arranged around the through holes of the first clamping seat, and the bottom ends of the second bolts are all threadedly connected to the left and right sides of the front end of the wall plate, The inner walls of the left and right ends of the first clamping seat are rotatably connected with a first fixing rod, the bottom ends of the first fixing rods are rotatably connected with a connecting rod, and the bottom ends of the connecting rods are fixedly connected with a second fixing rod The left and right ends of the second fixing rod are fixedly connected to the inner wall of the second clamping seat.

通过上述技术方案，Through the above technical solutions,

进一步地，所述加强组件包括加强板，所述加强板底端设置有混凝土层，所述混凝土层底端设置有防水层，所述防水层底端固定连接在墙板的后端内壁上；所述加强板前端四角设置有多个入浆口，所述加强板前端四角设置有多个入浆口，所述加强板顶端设置有多个横加强筋，所述加强板顶端固定连接有多个竖加强筋；Further, the reinforcing assembly includes a reinforcing plate, the bottom end of the reinforcing plate is provided with a concrete layer, the bottom end of the concrete layer is provided with a waterproof layer, and the bottom end of the waterproof layer is fixedly connected to the inner wall of the rear end of the wall panel; The four corners of the front end of the reinforcing plate are provided with a plurality of slurry inlets, the four corners of the front end of the reinforcing plate are provided with a plurality of slurry inlets, the top of the reinforcing plate is provided with a plurality of transverse reinforcing ribs, and the top of the reinforcing plate is fixedly connected with a plurality of inlets. a vertical stiffener;

通过上述技术方案，通过注浆孔灌入混凝土后，中间形成混凝土层，混凝土层底端设有防水层，防水层对混凝土层的保护，达到了抗渗的目的的，最后在放置墙板的时候，墙板底部有限位杆相对应地面有第一限位孔，从而达到对墙板底端固定的效果，混凝土通过入浆口进入墙板内部，加强板上的横加强筋和竖加强筋的相互协作，使得在经受外力的时候，起到极大的稳定作用。Through the above technical scheme, after the concrete is poured through the grouting hole, a concrete layer is formed in the middle, and the bottom end of the concrete layer is provided with a waterproof layer. The waterproof layer protects the concrete layer and achieves the purpose of impermeability. At the same time, the limit rod at the bottom of the wall panel has a first limit hole corresponding to the ground, so as to achieve the effect of fixing the bottom end of the wall panel. The mutual cooperation makes it play a great stabilizing role when it is subjected to external force.

进一步地，所述固定组件包括固定座，所述固定座前后两端均设置有多个第二限位孔，上方所述第二限位孔通孔处螺纹连接有第一螺栓；Further, the fixing assembly includes a fixing seat, and the front and rear ends of the fixing seat are provided with a plurality of second limit holes, and the first bolts are threadedly connected to the through holes of the second limit holes above;

通过上述技术方案，通过第一螺栓对第二限位孔的限位达到锁紧的效果。Through the above technical solution, the locking effect is achieved by the position limitation of the second limitation hole by the first bolt.

进一步地，所述固定座顶端通孔处均滑动连接在倒钩的底端左右两侧，所述倒钩左右两侧设置有多个第二限位孔；固定座底端均固定连接在墙板的顶端左右两侧，Further, the through holes at the top of the fixing seat are all slidably connected to the left and right sides of the bottom end of the barb, and a plurality of second limit holes are arranged on the left and right sides of the barb; the bottom end of the fixing seat is fixedly connected to the wall. The top left and right sides of the board,

通过上述技术方案，倒钩可以通过第二限位孔进行调节高度，从而可适应不同大小的吊钩进行工作，并且在吊机进行勾取的时候，防止墙板发生掉落。Through the above technical solution, the height of the barb can be adjusted through the second limit hole, so that it can be adapted to work with hooks of different sizes, and the wall panel can be prevented from falling when the crane is hooking.

进一步地，横加强筋内侧两端均固定连接在竖加强筋的外侧两端；Further, both ends of the inner side of the horizontal stiffener are fixedly connected to both ends of the outer side of the vertical stiffener;

通过上述技术方案，加强板上的横加强筋和竖加强筋的相互协作，使得在经受外力的时候，起到极大的稳定作用。Through the above technical solution, the mutual cooperation between the horizontal reinforcement ribs and the vertical reinforcement ribs on the reinforcing plate makes it play a great stabilizing role when it is subjected to external force.

进一步地，所述墙板顶端左右两侧相对应固定座的外侧两端固定连接有多个钢筋；Further, a plurality of steel bars are fixedly connected to the outer ends of the corresponding fixing bases on the left and right sides of the top of the wall panel;

通过上述技术方案，钢筋承受拉应力，因而能更好地承受外力的作用。Through the above technical solution, the steel bar bears tensile stress, so it can better bear the action of external force.

进一步地，加强板顶端固定连接在墙板的前端内壁上；Further, the top end of the reinforcing plate is fixedly connected to the inner wall of the front end of the wall panel;

通过上述技术方案，通过加强板提高了墙板内部的稳定性。Through the above technical solution, the stability of the interior of the wall panel is improved by the reinforcing plate.

进一步地，所述连接杆中部内侧均固定连接有自动伸缩杆；Further, the inner side of the middle part of the connecting rod is fixedly connected with an automatic telescopic rod;

通过上述技术方案，加强了支撑墙板的效果。Through the above technical solutions, the effect of supporting the wall panel is enhanced.

本发明具有如下有益效果：The present invention has the following beneficial effects:

1、本发明中，在对墙板进行安装时，墙板前端设有两个凹槽，并且凹槽内设有相应的预留穿孔，首先将墙板底端的限位杆放入对应的第一限位孔内，然后将第一卡接座放置在墙板前端的凹槽内，并通过第二螺栓对预留穿孔螺纹固定，然后通过第一固定杆带动连接杆转动，连接杆带动第二固定杆转动，第二固定杆放置在第二卡接座的内壁上，然后观察第二卡接座的位置，将与第二卡接座垂直的地面进行打孔，并通过第二螺栓进行固定，同时连接杆上的自动伸缩杆进行伸缩，从而加强了墙板的稳定效果，最后形成一个三角架的结构，实现了支撑的目的，达到了稳定墙板的效果。1. In the present invention, when installing the wall panel, the front end of the wall panel is provided with two grooves, and the grooves are provided with corresponding reserved perforations. Then place the first clamping seat in the groove at the front end of the wall panel, and fix the reserved perforated thread with the second bolt, and then drive the connecting rod to rotate through the first fixing rod, and the connecting rod drives the first fixing rod to rotate. The second fixing rod rotates, the second fixing rod is placed on the inner wall of the second clamping seat, then observe the position of the second clamping seat, punch holes on the ground perpendicular to the second clamping seat, and use the second bolt to make holes. At the same time, the automatic telescopic rod on the connecting rod is extended and retracted, thereby strengthening the stability of the wall panel, and finally forming a tripod structure to achieve the purpose of support and achieve the effect of stabilizing the wall panel.

2、本发明中，通过倒钩底端两侧滑动连接在固定座的内壁上，由于固定座和倒钩上设有多个第二限位孔，通过垂直移动倒钩，使得倒钩内径可调整合适的大小，在吊机进行勾取时，将倒钩向上滑动，当吊机勾取结束后，将倒钩向下移动，并通过第一螺栓进行限位，实现了调节高度的目的，达到了可适应不同大小的吊钩进行工作。2. In the present invention, the bottom end of the barb is slidably connected to the inner wall of the fixing seat. Since the fixing seat and the barb are provided with a plurality of second limit holes, the inner diameter of the barb can be adjusted by moving the barb vertically. Adjust the appropriate size, when the crane is hooking, slide the barb up, when the hook is finished, move the barb down, and limit the position through the first bolt to achieve the purpose of adjusting the height, It can be adapted to work with hooks of different sizes.

附图说明Description of drawings

图1为本发明提出的一种预制构件装配式混凝土结构的立体图；Fig. 1 is the perspective view of a kind of prefabricated component prefabricated concrete structure proposed by the present invention;

图2为本发明提出的一种预制构件装配式混凝土结构的侧视图；2 is a side view of a prefabricated concrete structure proposed by the present invention;

图3为本发明提出的一种预制构件装配式混凝土结构中墙板内部结构示意图；3 is a schematic diagram of the internal structure of a wall panel in a prefabricated concrete structure proposed by the present invention;

图4为本发明提出的一种预制构件装配式混凝土结构中加强板的俯视图；4 is a top view of a reinforcing plate in a prefabricated concrete structure proposed by the present invention;

图5为图1中A的放大图；Fig. 5 is the enlarged view of A in Fig. 1;

图6为图1中B的放大图。FIG. 6 is an enlarged view of B in FIG. 1 .

图例说明：illustration:

1、基本组件；101、墙板；102、地面；103、限位杆；104、钢筋；105、第一限位孔；106、注浆孔；2、加强组件；201、加强板；202、混凝土层；203、防水层；204、竖加强筋；205、横加强筋；206、入浆口；207、卡板；208、插槽；3、固定组件；301、倒钩；302、第一螺栓；303、第二限位孔；304、固定座；4、支撑组件；401、第二螺栓；402、第一卡接座；403、第一固定杆；404、连接杆；405、第二卡接座；406、第二固定杆；407、自动伸缩杆。1. Basic components; 101, wall panels; 102, ground; 103, limit rods; 104, steel bars; 105, first limit holes; 106, grouting holes; 2, reinforcement components; 201, reinforcement plates; 202, Concrete layer; 203, waterproof layer; 204, vertical stiffener; 205, horizontal stiffener; 206, grout inlet; 207, card board; 208, slot; 3, fixed component; 301, barb; 302, first Bolt; 303, the second limit hole; 304, the fixing seat; 4, the support assembly; 401, the second bolt; 402, the first clamping seat; 403, the first fixing rod; 404, the connecting rod; 405, the second 406, the second fixing rod; 407, the automatic telescopic rod.

具体实施方式Detailed ways

下面将结合本发明实施例中的附图，对本发明实施例中的技术方案进行清楚、完整地描述，显然，所描述的实施例仅仅是本发明一部分实施例，而不是全部的实施例。基于本发明中的实施例，本领域普通技术人员在没有做出创造性劳动前提下所获得的所有其他实施例，都属于本发明保护的范围。The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention. Obviously, the described embodiments are only a part of the embodiments of the present invention, but not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by those of ordinary skill in the art without creative efforts shall fall within the protection scope of the present invention.

参照图1-6，本发明提供的一种实施例：一种预制构件装配式混凝土结构，包括基本组件1、加强组件2、固定组件3和支撑组件4；1-6, an embodiment provided by the present invention: a prefabricated component assembled concrete structure, including a basic component 1, a reinforcing component 2, a fixing component 3 and a supporting component 4;

加强组件2设置在基本组件1的内部，固定组件3底端固定连接在基本组件1的顶端，支撑组件4设置在基本组件1的前端凹槽内；The reinforcing component 2 is arranged inside the basic component 1, the bottom end of the fixing component 3 is fixedly connected to the top of the basic component 1, and the supporting component 4 is arranged in the front groove of the basic component 1;

基本组件1包括墙板101，墙板101左端固定连接有卡板207，墙板101右端设置有插槽208，并通过墙板101与墙板101之间的卡板207和插槽208相互卡合，同时也达到了墙板101内部结构稳定的效果，并延长了墙板101的使用寿命，墙板101前端底部两侧设置有多个注浆孔106，墙板101底端设置有地面102，墙板101底端四角固定连接有多个限位杆103，限位杆103底端相对应地面102设置有多个第一限位孔105，支撑组件4包括第一卡接座402，第一卡接座402四周通孔处均设置有多个第二螺栓401，第二螺栓401底端均螺纹连接在墙板101的前端左右两侧，第一卡接座402左右两端内壁均转动连接有连接第一固定杆403，第一固定杆403底端均转动连接有连接杆404，连接杆404底端均固定连接有第二固定杆406，第二固定杆406左右两端均固定连接在第二卡接座405的内壁上，达到了抗渗的目的的，墙板101前端设有两个凹槽，并且凹槽内设有相应的预留穿孔，首先将墙板101底端的限位杆103放入对应的第一限位孔105内，然后将第一卡接座402放置在墙板101前端的凹槽内，并通过第二螺栓401对预留穿孔螺纹固定，然后通过第一固定杆403带动连接杆404转动，连接杆404带动第二固定杆406转动，第二固定杆406放置在第二卡接座405的内壁上，然后观察第二卡接座405的位置，将与第二卡接座405垂直的地面102进行打孔，并通过第二螺栓401进行固定，同时连接杆404上的自动伸缩杆407进行伸缩，从而加强了墙板101的稳定效果，最后形成一个三角架的结构，实现了支撑的目的，达到了稳定墙板101的效果，在墙板101移除支撑固定后，可通过水泥将凹槽进行密封。The basic assembly 1 includes a wall plate 101, the left end of the wall plate 101 is fixedly connected with a card plate 207, and the right end of the wall plate 101 is provided with a slot 208, and the card plate 207 and the slot 208 between the wall plate 101 and the wall plate 101 are mutually locked. At the same time, it also achieves the effect of stabilizing the internal structure of the wall panel 101 and prolongs the service life of the wall panel 101. The front end of the wall panel 101 is provided with a plurality of grouting holes 106 on both sides at the bottom, and the bottom end of the wall panel 101 is provided with a ground 102. , the bottom end of the wall panel 101 is fixedly connected with a plurality of limit rods 103, the bottom end of the limit rod 103 is provided with a plurality of first limit holes 105 corresponding to the ground 102, the support assembly 4 includes a first clamping seat 402, A plurality of second bolts 401 are arranged around the through holes of the first clamping seat 402 , the bottom ends of the second bolts 401 are threadedly connected to the left and right sides of the front end of the wall panel 101 , and the inner walls of the left and right ends of the first clamping seat 402 are rotated. A first fixing rod 403 is connected, the bottom end of the first fixing rod 403 is connected with a connecting rod 404 in rotation, the bottom end of the connecting rod 404 is fixedly connected with a second fixing rod 406, and the left and right ends of the second fixing rod 406 are fixedly connected On the inner wall of the second clamping seat 405, to achieve the purpose of impermeability, the front end of the wall panel 101 is provided with two grooves, and the grooves are provided with corresponding reserved perforations. The position rod 103 is put into the corresponding first limit hole 105, and then the first clamping seat 402 is placed in the groove at the front end of the wall panel 101, and is fixed to the reserved hole thread by the second bolt 401, and then passed through the first clamping seat 402. A fixing rod 403 drives the connecting rod 404 to rotate, and the connecting rod 404 drives the second fixing rod 406 to rotate. The second fixing rod 406 is placed on the inner wall of the second clamping seat 405, and then observe the position of the second clamping seat 405. The ground 102 perpendicular to the second clamping seat 405 is punched and fixed by the second bolt 401, and the automatic telescopic rod 407 on the connecting rod 404 is stretched and retracted, thereby enhancing the stability effect of the wall panel 101, and finally forming a The structure of the tripod achieves the purpose of support and achieves the effect of stabilizing the wall panel 101. After the wall panel 101 is removed for support and fixed, the groove can be sealed by cement.

加强组件2包括加强板201，加强板201底端设置有混凝土层202，混凝土层202底端设置有防水层203，防水层203底端固定连接在墙板101的后端内壁上；加强板201前端四角设置有多个入浆口206，加强板201顶端设置有多个横加强筋205，加强板201顶端固定连接有多个竖加强筋204，加强板201前端四角设置有多个入浆口206，混凝土通过入浆口206进入墙板101内部，加强板201顶端设置有多个横加强筋205，加强板201顶端固定连接有多个竖加强筋204，固定组件3包括固定座304，固定座304前后两端均设置有多个第二限位孔303，上方第二限位孔303通孔处螺纹连接有第一螺栓302，通过第一螺栓302对第二限位孔303的限位达到锁紧的效果，固定座304顶端通孔处均滑动连接在倒钩301的底端左右两侧，倒钩301左右两侧设置有多个第二限位孔303，固定座304底端均固定连接在墙板101的顶端左右两侧，倒钩301可以通过第二限位孔303进行调节高度，从而可适应不同大小的吊钩进行工作，横加强筋205内侧两端均固定连接在竖加强筋204的外侧两端，墙板101顶端左右两侧相对应固定座304的外侧两端固定连接有多个钢筋104，钢筋104承受拉应力，因而能更好地承受外力的作用，加强板201顶端固定连接在墙板101的前端内壁上，通过加强板201提高了墙板101内部的稳定性，连接杆404中部内侧均固定连接有自动伸缩杆407；加强了支撑墙板101的效果，吊机进行勾取的时候，防止墙板101发生掉落，通过倒钩301底端两侧滑动连接在固定座304的内壁上，由于固定座304和倒钩301上设有多个第二限位孔303，通过垂直移动倒钩301，使得倒钩301内径可调整合适的大小，在吊机进行勾取时，将倒钩301向上滑动，当吊机勾取结束后，将倒钩301向下移动，并通过第一螺栓302进行限位，实现了调节高度的目的，达到了可适应不同大小的吊钩进行工作。The reinforcing assembly 2 includes a reinforcing plate 201, the bottom end of the reinforcing plate 201 is provided with a concrete layer 202, the bottom end of the concrete layer 202 is provided with a waterproof layer 203, and the bottom end of the waterproof layer 203 is fixedly connected to the inner wall of the rear end of the wall panel 101; the reinforcing plate 201 The four corners of the front end are provided with a plurality of slurry inlets 206, the top of the reinforcing plate 201 is provided with a plurality of transverse reinforcing ribs 205, the top of the reinforcing plate 201 is fixedly connected with a plurality of vertical reinforcing ribs 204, and the front four corners of the reinforcing plate 201 are provided with a plurality of slurry inlets 206, the concrete enters the interior of the wall panel 101 through the grout inlet 206, the top of the reinforcing plate 201 is provided with a plurality of transverse reinforcing ribs 205, the top of the reinforcing plate 201 is fixedly connected with a plurality of vertical reinforcing ribs 204, and the fixing component 3 includes a fixing seat 304, which is fixed The front and rear ends of the seat 304 are provided with a plurality of second limit holes 303 , the first bolts 302 are threadedly connected to the through holes of the upper second limit holes 303 , and the second limit holes 303 are limited by the first bolts 302 To achieve the locking effect, the through holes at the top of the fixing seat 304 are both slidably connected to the left and right sides of the bottom end of the barb 301 , the left and right sides of the barb 301 are provided with a plurality of second limit holes 303 , and the bottom end of the fixing seat 304 is It is fixedly connected to the left and right sides of the top of the wall panel 101. The height of the barb 301 can be adjusted through the second limit hole 303, so that it can be adapted to work with hooks of different sizes. The outer ends of the reinforcing ribs 204, the left and right sides of the top of the wall panel 101 are fixedly connected with a plurality of steel bars 104 corresponding to the outer ends of the fixing bases 304. The top end of 201 is fixedly connected to the inner wall of the front end of the wall panel 101, the stability of the interior of the wall panel 101 is improved by the reinforcing plate 201, and the inner side of the middle of the connecting rod 404 is fixedly connected with an automatic telescopic rod 407; the effect of supporting the wall panel 101 is strengthened, When the crane is hooking, it prevents the wall panel 101 from falling, and is connected to the inner wall of the fixing seat 304 by sliding on both sides of the bottom end of the barb 301. Since the fixing seat 304 and the barb 301 are provided with a plurality of second limits Position hole 303, by vertically moving the barb 301, the inner diameter of the barb 301 can be adjusted to an appropriate size, when the crane is hooking, slide the barb 301 upward, and when the hook is finished, move the barb 301 to the It moves down and is limited by the first bolt 302, so as to achieve the purpose of adjusting the height, and can adapt to different sizes of hooks for work.

工作原理：墙板101前端设有两个凹槽，并且凹槽内设有相应的预留穿孔，首先将墙板101底端的限位杆103放入对应的第一限位孔105内，然后将第一卡接座402放置在墙板101前端的凹槽内，并通过第二螺栓401对预留穿孔螺纹固定，然后通过第一固定杆403带动连接杆404转动，连接杆404带动第二固定杆406转动，第二固定杆406放置在第二卡接座405的内壁上，然后观察第二卡接座405的位置，将与第二卡接座405垂直的地面102进行打孔，并通过第二螺栓401进行固定，同时连接杆404上的自动伸缩杆407进行伸缩，从而加强了墙板101的稳定效果，最后形成一个三角架的结构，实现了支撑的目的，达到了稳定墙板101的效果，在墙板101移除支撑固定后，可通过水泥将凹槽进行密封，通过倒钩301底端两侧滑动连接在固定座304的内壁上，由于固定座304和倒钩301上设有多个第二限位孔303，通过垂直移动倒钩301，使得倒钩301内径可调整合适的大小，在吊机进行勾取时，将倒钩301向上滑动，当吊机勾取结束后，将倒钩301向下移动，并通过第一螺栓302进行限位，实现了调节高度的目的，达到了可适应不同大小的吊钩进行工作。Working principle: the front end of the wall panel 101 is provided with two grooves, and the grooves are provided with corresponding reserved perforations. The first clamping seat 402 is placed in the groove at the front end of the wall panel 101, and is fixed by the second bolt 401 to the reserved perforated thread, and then the first fixing rod 403 drives the connecting rod 404 to rotate, and the connecting rod 404 drives the second The fixing rod 406 is rotated, the second fixing rod 406 is placed on the inner wall of the second clamping seat 405, and then the position of the second clamping seat 405 is observed, and the ground 102 perpendicular to the second clamping seat 405 is punched, and It is fixed by the second bolt 401, and at the same time, the automatic telescopic rod 407 on the connecting rod 404 is extended and retracted, thereby enhancing the stabilization effect of the wall panel 101, and finally forming a tripod structure to achieve the purpose of supporting and stabilizing the wall panel. 101, after the wall panel 101 is removed from the support and fixed, the groove can be sealed by cement, and the bottom end of the barb 301 can be slidably connected to the inner wall of the fixed seat 304 on both sides. There are a plurality of second limit holes 303. By vertically moving the barbs 301, the inner diameter of the barbs 301 can be adjusted to an appropriate size. When the crane is hooking, the barbs 301 are slid upwards. Afterwards, the barb 301 is moved downward, and is limited by the first bolt 302, so as to achieve the purpose of adjusting the height, and can adapt to different sizes of hooks for work.

最后应说明的是：以上仅为本发明的优选实施例而已，并不用于限制本发明，尽管参照前述实施例对本发明进行了详细的说明，对于本领域的技术人员来说，其依然可以对前述各实施例所记载的技术方案进行修改，或者对其中部分技术特征进行等同替换，凡在本发明的精神和原则之内，所作的任何修改、等同替换、改进等，均应包含在本发明的保护范围之内。Finally, it should be noted that the above are only preferred embodiments of the present invention, and are not intended to limit the present invention. Although the present invention has been described in detail with reference to the foregoing embodiments, for those skilled in the art, it is still possible to Modifications are made to the technical solutions described in the foregoing embodiments, or equivalent replacements are made to some of the technical features. Any modifications, equivalent replacements, improvements, etc. made within the spirit and principles of the present invention shall be included in the present invention. within the scope of protection.

Claims (8)

1.一种预制构件装配式混凝土结构，包括基本组件(1)、加强组件(2)、固定组件(3)和支撑组件(4)，其特征在于：1. A prefabricated concrete structure comprising a basic component (1), a reinforcing component (2), a fixing component (3) and a supporting component (4), characterized in that: 所述加强组件(2)设置在基本组件(1)的内部，所述固定组件(3)底端固定连接在基本组件(1)的顶端，所述支撑组件(4)设置在基本组件(1)的前端凹槽内；The reinforcing component (2) is arranged inside the basic component (1), the bottom end of the fixing component (3) is fixedly connected to the top end of the basic component (1), and the supporting component (4) is arranged on the basic component (1) ) in the front end groove; 所述基本组件(1)包括墙板(101)，所述墙板(101)左端固定连接有卡板(207)，所述墙板(101)右端设置有插槽(208)，所述墙板(101)前端底部两侧设置有多个注浆孔(106)，所述墙板(101)底端设置有地面(102)，所述墙板(101)底端四角固定连接有多个限位杆(103)，所述限位杆(103)底端相对应地面(102)设置有多个第一限位孔(105)；The basic assembly (1) comprises a wall plate (101), a clip plate (207) is fixedly connected to the left end of the wall plate (101), a slot (208) is provided at the right end of the wall plate (101), and the wall plate (101) is provided with a slot (208). A plurality of grouting holes (106) are provided on both sides of the bottom of the front end of the board (101), the bottom end of the wall board (101) is provided with a ground (102), and the four corners of the bottom end of the wall board (101) are fixedly connected with a plurality of grouting holes (106). a limit rod (103), wherein the bottom end of the limit rod (103) is provided with a plurality of first limit holes (105) corresponding to the ground (102); 所述支撑组件(4)包括第一卡接座(402)，所述第一卡接座(402)四周通孔处均设置有多个第二螺栓(401)，所述第二螺栓(401)底端均螺纹连接在墙板(101)的前端左右两侧，所述第一卡接座(402)左右两端内壁均转动连接有连接第一固定杆(403)，所述第一固定杆(403)底端均转动连接有连接杆(404)，所述连接杆(404)底端均固定连接有第二固定杆(406)，所述第二固定杆(406)左右两端均固定连接在第二卡接座(405)的内壁上。The support assembly (4) includes a first clamping seat (402), and a plurality of second bolts (401) are arranged around the through holes of the first clamping seat (402), and the second bolts (401) ) bottom ends are all threadedly connected to the left and right sides of the front end of the wall panel (101), the inner walls of the left and right ends of the first clamping seat (402) are rotatably connected with first fixing rods (403), and the first fixing rods (403) are rotatably connected. The bottom end of the rod (403) is rotatably connected with a connecting rod (404), the bottom end of the connecting rod (404) is fixedly connected with a second fixing rod (406), and the left and right ends of the second fixing rod (406) are It is fixedly connected to the inner wall of the second clamping seat (405). 2.根据权利要求1所述的一种预制构件装配式混凝土结构，其特征在于：所述加强组件(2)包括加强板(201)，所述加强板(201)底端设置有混凝土层(202)，所述混凝土层(202)底端设置有防水层(203)，所述防水层(203)底端固定连接在墙板(101)的后端内壁上；所述加强板(201)前端四角设置有多个入浆口(206)，所述加强板(201)顶端设置有多个横加强筋(205)，所述加强板(201)顶端固定连接有多个竖加强筋(204)。2 . The prefabricated concrete structure according to claim 1 , wherein the reinforcing component ( 2 ) comprises a reinforcing plate ( 201 ), and the bottom end of the reinforcing plate ( 201 ) is provided with a concrete layer ( 2 . 202), the bottom end of the concrete layer (202) is provided with a waterproof layer (203), and the bottom end of the waterproof layer (203) is fixedly connected to the inner wall of the rear end of the wall panel (101); the reinforcing plate (201) The four corners of the front end are provided with a plurality of slurry inlets (206), the top of the reinforcing plate (201) is provided with a plurality of transverse reinforcing ribs (205), and the top of the reinforcing plate (201) is fixedly connected with a plurality of vertical reinforcing ribs (204). ). 3.根据权利要求1所述的一种预制构件装配式混凝土结构，其特征在于：所述固定组件(3)包括固定座(304)，所述固定座(304)前后两端均设置有多个第二限位孔(303)，上方所述第二限位孔(303)通孔处螺纹连接有第一螺栓(302)。3 . The prefabricated concrete structure according to claim 1 , wherein the fixing assembly ( 3 ) comprises a fixing seat ( 304 ), and the front and rear ends of the fixing seat ( 304 ) are provided with multiple a second limiting hole (303), and a first bolt (302) is threadedly connected to the through hole of the second limiting hole (303) above. 4.根据权利要求3所述的一种预制构件装配式混凝土结构，其特征在于：所述固定座(304)顶端通孔处均滑动连接在倒钩(301)的底端左右两侧，所述倒钩(301)左右两侧设置有多个第二限位孔(303)，所述固定座(304)底端均固定连接在墙板(101)的顶端左右两侧。4. The prefabricated concrete structure according to claim 3, wherein the through holes at the top of the fixing seat (304) are slidably connected to the left and right sides of the bottom end of the barb (301), so The left and right sides of the barb (301) are provided with a plurality of second limiting holes (303), and the bottom ends of the fixing bases (304) are fixedly connected to the top left and right sides of the wall panel (101). 5.根据权利要求2所述的一种预制构件装配式混凝土结构，其特征在于：横加强筋(205)内侧两端均固定连接在竖加强筋(204)的外侧两端。5. The prefabricated concrete structure according to claim 2, characterized in that both inner ends of the transverse stiffeners (205) are fixedly connected to the outer ends of the vertical stiffeners (204). 6.根据权利要求1所述的一种预制构件装配式混凝土结构，其特征在于：所述墙板(101)顶端左右两侧相对应固定座(304)的外侧两端固定连接有多个钢筋(104)。6. A prefabricated concrete structure according to claim 1, characterized in that: a plurality of steel bars are fixedly connected to the outer ends of the corresponding fixing seat (304) on the left and right sides of the top of the wall panel (101) (104). 7.根据权利要求2所述的一种预制构件装配式混凝土结构，其特征在于：所述加强板(201)顶端固定连接在墙板(101)的前端内壁上。7 . The prefabricated concrete structure according to claim 2 , wherein the top end of the reinforcing plate ( 201 ) is fixedly connected to the inner wall of the front end of the wall plate ( 101 ). 8 . 8.根据权利要求4所述的一种预制构件装配式混凝土结构，其特征在于：所述连接杆(404)中部内侧均固定连接有自动伸缩杆(407)。8 . The prefabricated concrete structure according to claim 4 , wherein the inner side of the middle part of the connecting rod ( 404 ) is fixedly connected with an automatic telescopic rod ( 407 ). 9 .
CN202210802981.6A 2022-07-07 2022-07-07 A prefabricated concrete structure Pending CN115126271A (en)

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CN202210802981.6A Pending CN115126271A (en) 2022-07-07 2022-07-07 A prefabricated concrete structure

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115504375A (en) * 2022-10-12 2022-12-23 振林建设集团股份有限公司 Hoisting mechanism for construction

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WO2012069016A1 (en) * 2010-11-25 2012-05-31 欧文斯科宁知识产权资产有限公司 Prefabricated thermal insulating composite panel, assembly thereof, moulded panel and concrete slab comprising same, method and mould profile for prefabricating same
CN204802846U (en) * 2015-06-02 2015-11-25 赛驭通化工工程（上海）有限公司 Can adjust novel lug of size
CN215888913U (en) * 2021-08-20 2022-02-22 浙江亚厦装饰股份有限公司 Assembled hanging ceiling
CN114439261A (en) * 2020-11-05 2022-05-06 苏州旭杰绿建装配式设计有限公司 Precast concrete vertical wallboard calibration installation supporting structure and construction method thereof

Patent Citations (4)

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Publication number Priority date Publication date Assignee Title
WO2012069016A1 (en) * 2010-11-25 2012-05-31 欧文斯科宁知识产权资产有限公司 Prefabricated thermal insulating composite panel, assembly thereof, moulded panel and concrete slab comprising same, method and mould profile for prefabricating same
CN204802846U (en) * 2015-06-02 2015-11-25 赛驭通化工工程（上海）有限公司 Can adjust novel lug of size
CN114439261A (en) * 2020-11-05 2022-05-06 苏州旭杰绿建装配式设计有限公司 Precast concrete vertical wallboard calibration installation supporting structure and construction method thereof
CN215888913U (en) * 2021-08-20 2022-02-22 浙江亚厦装饰股份有限公司 Assembled hanging ceiling

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115504375A (en) * 2022-10-12 2022-12-23 振林建设集团股份有限公司 Hoisting mechanism for construction

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Application publication date: 20220930