CN110093977A - Prefabricated component mounting structure and its installation method - Google Patents
Prefabricated component mounting structure and its installation method Download PDFInfo
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- CN110093977A CN110093977A CN201910361631.9A CN201910361631A CN110093977A CN 110093977 A CN110093977 A CN 110093977A CN 201910361631 A CN201910361631 A CN 201910361631A CN 110093977 A CN110093977 A CN 110093977A
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- 238000009434 installation Methods 0.000 title claims abstract description 72
- 238000000034 method Methods 0.000 title claims abstract description 19
- 238000010276 construction Methods 0.000 claims abstract description 22
- 238000005452 bending Methods 0.000 claims description 37
- 230000008093 supporting effect Effects 0.000 claims description 20
- 238000005266 casting Methods 0.000 claims 3
- 235000010627 Phaseolus vulgaris Nutrition 0.000 claims 2
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- 238000003032 molecular docking Methods 0.000 claims 1
- 230000001105 regulatory effect Effects 0.000 claims 1
- 239000000725 suspension Substances 0.000 claims 1
- 230000002787 reinforcement Effects 0.000 abstract description 5
- 238000009415 formwork Methods 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 230000003014 reinforcing effect Effects 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 210000001503 joint Anatomy 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 230000008602 contraction Effects 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
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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
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- Civil Engineering (AREA)
- Structural Engineering (AREA)
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- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
本发明涉及一种预制件安装结构及其安装方法。预制件安装结构包括预制柱和预制梁;辅助安装装置包括支撑架和U型架,支撑架设于预制柱的侧部,U型架设于支撑架,U型架设有第一调节螺栓,第一调节螺栓与U型架的侧板螺接,预制梁的一端搭设于U型架的U型槽内,第一调节螺栓在U型架的侧板上伸缩调节,使调节件的一端抵压预制梁,以调整预制梁的位置。安装方法能够应用于前述的预制件安装结构。支撑架设在预制柱的侧部,当吊装支撑架以吊装预制柱时,避免了吊索与预制柱的端部柱筋发生碰撞,吊装方便;吊装预制梁时,通过第一调节螺栓的伸缩调节,能够直接调整预制梁的水平放置位置,提高了调整效率,从而提升了整体的装配施工效率。
The invention relates to a prefabricated component installation structure and an installation method thereof. The prefabricated installation structure includes prefabricated columns and prefabricated beams; the auxiliary installation device includes a support frame and a U-shaped frame, the support frame is installed on the side of the prefabricated column, the U-shaped frame is installed on the support frame, and the U-shaped frame is provided with a first adjustment bolt. The bolts are screwed to the side plate of the U-shaped frame, and one end of the prefabricated beam is placed in the U-shaped groove of the U-shaped frame, and the first adjusting bolt is telescopically adjusted on the side plate of the U-shaped frame, so that one end of the adjusting member presses against the prefabricated beam , to adjust the position of the precast beam. The installation method can be applied to the aforementioned prefab installation structure. The support frame is installed on the side of the precast column. When hoisting the support frame to hoist the precast column, it avoids the collision between the sling and the end column reinforcement of the precast column, and the hoisting is convenient; , can directly adjust the horizontal position of the prefabricated beams, which improves the adjustment efficiency, thereby improving the overall assembly construction efficiency.
Description
技术领域technical field
本发明涉及建筑施工技术领域,特别是涉及一种预制件安装结构及其安装方法。The invention relates to the technical field of building construction, in particular to a prefabricated component installation structure and an installation method thereof.
背景技术Background technique
随着工业技术的不断发展,建造房屋可以像机器生产那样成批成套地制造,只需把预制好的房屋构件运到工地进行装配,就完成了房屋的建造。这种将预制件在工地装配形成的建筑,称为装配式建筑。With the continuous development of industrial technology, the construction of houses can be manufactured in batches like machine production. It is only necessary to transport the prefabricated house components to the construction site for assembly, and the construction of the house is completed. This kind of building formed by assembling prefabricated parts on site is called prefabricated building.
然而,预制梁柱之间的拼装,涉及到预制柱的吊装和预制梁的吊装等技术难题。预制柱在吊装时,容易出现柱筋和吊索之间发生碰撞的情况,影响吊装效率;预制梁在吊装时,容易出现预制梁放置不到位,调整耗时长,影响施工效率;况且,在现浇时,需要进行复杂的支撑,不仅安全风险高,而且还会增加施工成本。However, the assembly of prefabricated beams and columns involves technical difficulties such as the hoisting of prefabricated columns and the hoisting of prefabricated beams. When hoisting prefabricated columns, collisions between the column reinforcement and slings are prone to occur, which affects the hoisting efficiency; When pouring, complex support is required, which not only has high safety risks, but also increases construction costs.
发明内容Contents of the invention
基于此,有必要提供一种预制件安装结构及其安装方法。该预制件安装结构,吊装方便,施工效率高;该预制件安装结构的安装方法能够应用于前述的预制件安装结构。Based on this, it is necessary to provide a prefabricated component installation structure and an installation method thereof. The prefabricated part installation structure is convenient for hoisting and high construction efficiency; the installation method of the prefabricated part installation structure can be applied to the aforementioned prefabricated part installation structure.
其技术方案如下:Its technical scheme is as follows:
一方面,提供了一种预制件安装结构,包括预制柱和预制梁;及辅助安装装置,辅助安装装置包括支撑架和U型架,支撑架设于预制柱的侧部,U型架设于支撑架,U型架设有第一调节螺栓,第一调节螺栓与U型架的侧板螺接,预制梁的一端搭设于U型架的U型槽内,第一调节螺栓在U型架的侧板上伸缩调节,使调节件的一端抵压预制梁,以调整预制梁的位置。On the one hand, a prefabricated component installation structure is provided, including prefabricated columns and prefabricated beams; and an auxiliary installation device, the auxiliary installation device includes a support frame and a U-shaped frame, the support frame is set on the side of the prefabricated column, and the U-shaped frame is set on the support frame , the U-shaped frame is provided with a first adjusting bolt, the first adjusting bolt is screwed to the side plate of the U-shaped frame, one end of the prefabricated beam is set in the U-shaped groove of the U-shaped frame, and the first adjusting bolt is connected The upper telescopic adjustment makes one end of the adjusting part press against the prefabricated beam to adjust the position of the prefabricated beam.
上述预制件安装结构,支撑架设在预制柱的侧部,当吊装支撑架以吊装预制柱时,避免了吊索与预制柱的端部柱筋发生碰撞,吊装方便;吊装预制梁时,通过第一调节螺栓的伸缩调节,能够直接调整预制梁的水平放置位置,提高了调整效率,从而提升了整体的装配施工效率。The above installation structure of prefabricated parts, the supporting frame is set on the side of the prefabricated column. When the supporting frame is hoisted to hoist the precast column, the collision between the sling and the end of the precast column is avoided, and the hoisting is convenient; when the precast beam is hoisted, through the first The telescopic adjustment of the adjusting bolt can directly adjust the horizontal position of the prefabricated beam, which improves the adjustment efficiency, thereby improving the overall assembly construction efficiency.
下面进一步对技术方案进行说明:The technical scheme is further described below:
在其中一个实施例中,支撑架包括固定板和支撑板,固定板与预制柱可拆卸固定,支撑板与固定板呈夹角固定,支撑板和固定板之间还设有加强板,U型架可拆卸固设于支撑板;或U型架与支撑架一体设置。In one of the embodiments, the support frame includes a fixed plate and a support plate, the fixed plate and the prefabricated column are detachably fixed, the support plate and the fixed plate are fixed at an angle, and there is a reinforcing plate between the support plate and the fixed plate, U-shaped The frame is detachable and fixed on the support plate; or the U-shaped frame and the support frame are integrated.
在其中一个实施例中,U型架包括底板、第一侧板和第二侧板,第一侧板和第二侧板分别固设于底板的相对两端,第一侧板、第二侧板和底板形成U型槽,底板与支撑板可拆卸固定;第一侧板和第二侧板上均设有至少一个第一调节螺栓,第一侧板和第二侧板上还均固设有至少一个螺帽,第一调节螺栓与螺帽螺纹连接。In one of the embodiments, the U-shaped frame includes a bottom plate, a first side plate and a second side plate, the first side plate and the second side plate are respectively fixed at opposite ends of the bottom plate, the first side plate, the second side plate The plate and the bottom plate form a U-shaped groove, and the bottom plate and the support plate are detachably fixed; the first side plate and the second side plate are provided with at least one first adjusting bolt, and the first side plate and the second side plate are also fixed. There is at least one nut, and the first adjusting bolt is threadedly connected with the nut.
在其中一个实施例中,预制件安装结构还包括紧固件,支撑板设有吊孔,底板设有与吊孔对应的紧固孔,紧固件与吊孔和紧固孔配合固定。In one embodiment, the prefabricated component installation structure further includes fasteners, the supporting plate is provided with lifting holes, the bottom plate is provided with fastening holes corresponding to the lifting holes, and the fasteners are fixed in cooperation with the lifting holes and the fastening holes.
在其中一个实施例中,支撑板设有间隔的至少两个第一通孔,底板设有间隔的至少两个第二通孔,第一通孔和第二通孔对应设置。In one of the embodiments, the support plate is provided with at least two first through holes spaced apart, the bottom plate is provided with at least two second through holes spaced apart, and the first through holes and the second through holes are arranged correspondingly.
在其中一个实施例中,第一通孔为螺孔或/和第二通孔为螺孔,预制件安装结构还包括至少两个第二调节螺栓,第二调节螺栓与第一通孔或/和第二通孔螺接,使第二调节螺栓伸缩移动,以调节预制梁的位置。In one of the embodiments, the first through hole is a screw hole or/and the second through hole is a screw hole, and the prefabricated component installation structure further includes at least two second adjusting bolts, and the second adjusting bolt is connected to the first through hole or/or It is screwed with the second through hole so that the second adjusting bolt can telescopically move to adjust the position of the prefabricated beam.
在其中一个实施例中,预制件安装结构还包括至少两个第二调节螺栓,支撑板的下表面设有间隔的至少两个支撑块,支撑块设有与第一通孔对应的螺孔,第二调节螺栓与支撑块螺纹连接。In one of the embodiments, the prefabricated component installation structure further includes at least two second adjusting bolts, the lower surface of the support plate is provided with at least two support blocks at intervals, and the support blocks are provided with screw holes corresponding to the first through holes, The second adjusting bolt is threadedly connected with the support block.
在其中一个实施例中,辅助安装装置为多个,辅助安装装置设于预制柱的外周,预制梁为多个,并与辅助安装装置对应设置,相邻辅助安装装置之间还设有缝隙模板,缝隙模板设有第一弯折部,以形成第一弯折板和第二弯折板,第一弯折板和第二弯折板分别与U型架的侧板对接,使多个预制梁的一端、预制柱的一端和多个缝隙模板配合形成梁柱节点浇筑空间。In one of the embodiments, there are multiple auxiliary installation devices, and the auxiliary installation devices are arranged on the outer periphery of the prefabricated column, and there are multiple prefabricated beams, which are arranged correspondingly to the auxiliary installation devices, and gap templates are also provided between adjacent auxiliary installation devices , the slot template is provided with a first bending part to form a first bending plate and a second bending plate, and the first bending plate and the second bending plate are respectively connected with the side plates of the U-shaped frame, so that a plurality of prefabricated One end of the beam, one end of the prefabricated column and a plurality of gap templates cooperate to form the pouring space of the beam-column joint.
在其中一个实施例中,缝隙模板还设有第二弯折部和第三弯折部,第二弯折部设于第一弯折板,以形成第三弯折板,第三弯折部设于第二弯折板以形成第四弯折板,第三弯折板和第四弯折板配合于预制梁的侧部和U型架的侧板之间的间隙。In one of the embodiments, the slit formwork is further provided with a second bending portion and a third bending portion, the second bending portion is arranged on the first bending plate to form a third bending plate, and the third bending portion It is arranged on the second bent plate to form the fourth bent plate, and the third bent plate and the fourth bent plate are fit in the gap between the side part of the prefabricated beam and the side plate of the U-shaped frame.
另一方面,还提供了一种预制件安装结构的安装方法,包括以下步骤:On the other hand, a method for installing a prefabricated component installation structure is also provided, including the following steps:
(S1)、将支撑架设于预制柱,以使辅助安装装置设于预制柱;(S1), erecting the support on the prefabricated column so that the auxiliary installation device is arranged on the prefabricated column;
(S2)、将吊具的吊钩与支撑架挂接完毕;(S2), the hook of the spreader and the support frame are hooked up;
(S3)、吊装预制柱至施工区域;(S3), hoisting the prefabricated column to the construction area;
(S4)、吊装预制梁,使预制梁的一端位于U型架的U型槽内;(S4), hoisting the prefabricated beam so that one end of the prefabricated beam is positioned in the U-shaped groove of the U-shaped frame;
(S5)、调整第一调节螺栓在U型架上的伸缩距离,使第一调节螺栓的一端抵压预制梁,以调整预制梁的位置。(S5), adjusting the telescopic distance of the first adjusting bolt on the U-shaped frame, so that one end of the first adjusting bolt presses against the prefabricated beam, so as to adjust the position of the prefabricated beam.
该预制件安装结构的安装方法,能够应用于上述任一个技术方案所述的预制件安装结构,从而提供了一种具体施工时的安装方法。The installation method of the prefabricated component installation structure can be applied to the prefabricated component installation structure described in any one of the above technical solutions, thus providing a specific installation method during construction.
进一步地,在步骤(S4)之前,还包括:Further, before step (S4), it also includes:
对第二调节螺栓进行伸缩调节,使所有第二调节螺栓的头部端位于同一平面,以确定预制梁的竖直方向放置位置;Carry out telescopic adjustment to the second adjusting bolt, make the head ends of all the second adjusting bolts be on the same plane, to determine the vertical direction placement position of the prefabricated beam;
在步骤(S5)之后,还包括以下步骤:After the step (S5), the following steps are also included:
(S6)、将缝隙模板的第一弯折板和第二弯折板分别与对应辅助安装装置的U型架的侧板对接,使多个预制梁的一端、预制柱的一端和多个缝隙模板配合形成梁柱节点浇筑空间;(S6), the first bent plate and the second bent plate of the gap formwork are respectively docked with the side plates of the U-shaped frame of the corresponding auxiliary installation device, so that one end of a plurality of prefabricated beams, one end of a prefabricated column and a plurality of gaps Formwork cooperates to form beam-column joint pouring space;
(S7)、对梁柱节点浇筑空间进行浇筑施工。(S7), performing pouring construction on the beam-column node pouring space.
附图说明Description of drawings
图1为实施例中预制件安装结构的整体示意图;Fig. 1 is the overall schematic diagram of the prefabricated part installation structure in the embodiment;
图2为图1实施例中预制件安装结构的侧视图;Fig. 2 is a side view of the prefabricated part installation structure in the embodiment of Fig. 1;
图3为图1实施例中预制件安装结构的俯视图;Fig. 3 is a top view of the prefabricated part installation structure in the embodiment of Fig. 1;
图4为图1实施例中的进行预制柱吊装施工时的示意图;Fig. 4 is the schematic diagram when carrying out prefabricated column hoisting construction in Fig. 1 embodiment;
图5为实施例中支撑架和U型架一体设置的结构图;Fig. 5 is the structural view that bracing frame and U-shaped frame are integrally arranged in the embodiment;
图6为实施例中U型架的整体结构示意图;Fig. 6 is the overall structural representation of U-shaped frame in the embodiment;
图7为实施例中支撑架的整体结构示意图;Fig. 7 is the overall structure schematic diagram of support frame in the embodiment;
图8为实施例中缝隙模板整体结构示意图。Fig. 8 is a schematic diagram of the overall structure of the slit template in the embodiment.
附图标注说明:Notes on drawings:
10、辅助安装装置,100、支撑架,110、固定板,111、固定安装孔,120、支撑板,121、吊孔,130、第一通孔,140、第二调节螺栓,150、加强板,160、支撑块,200、U型架,210、第一侧板,220、第二侧板,230、底板,231、紧固孔,232、第二通孔,240、U型槽,250、第一调节螺栓,260、螺帽,300、缝隙模板,310、第一弯折部,311、第一弯折板,312、第二弯折板,320、第二弯折部,321、第三弯折板,330、第三弯折部,331、第四弯折板,400、预制柱,500、预制梁,600、梁柱节点浇筑空间,700、吊索。10. Auxiliary installation device, 100, support frame, 110, fixed plate, 111, fixed installation hole, 120, support plate, 121, hanging hole, 130, first through hole, 140, second adjusting bolt, 150, reinforcement plate , 160, support block, 200, U-shaped frame, 210, first side plate, 220, second side plate, 230, bottom plate, 231, fastening hole, 232, second through hole, 240, U-shaped groove, 250 , the first adjusting bolt, 260, the nut, 300, the gap template, 310, the first bending part, 311, the first bending plate, 312, the second bending plate, 320, the second bending part, 321, The third bent plate, 330, the third bent part, 331, the fourth bent plate, 400, the prefabricated column, 500, the prefabricated beam, 600, the pouring space of the beam-column joint, 700, the sling.
具体实施方式Detailed ways
下面结合附图对本发明的实施例进行详细说明:Embodiments of the present invention are described in detail below in conjunction with accompanying drawings:
需要说明的是,文中所称元件与另一个元件“固定”时,它可以直接在另一个元件上或者也可以存在居中的元件。当一个元件被认为是与另一个元件“连接”时,它可以是直接连接到另一个元件或者可能同时存在居中元件。相反,当元件被称作“直接在”另一元件“上”时,不存在中间元件。本文所使用的术语“垂直的”、“水平的”、“左”、“右”以及类似的表述只是为了说明的目的,并不表示是唯一的实施方式。It should be noted that when an element is “fixed” to another element, it may be directly on the other element or there may be an intervening element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or intervening elements may also be present. In contrast, when an element is referred to as being "directly on" another element, there are no intervening elements present. The terms "vertical," "horizontal," "left," "right," and similar expressions are used herein for purposes of illustration only and are not intended to represent the only embodiments.
除非另有定义,本文所使用的所有的技术和科学术语与属于本发明的技术领域的技术人员通常理解的含义相同。本文中在本发明的说明书中所使用的术语只是为了描述具体的实施方式的目的,不是旨在于限制本发明。本文所使用的术语“及/或”包括一个或多个相关的所列项目的任意的和所有的组合。Unless otherwise defined, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the technical field of the invention. The terminology used herein in the description of the present invention is only for the purpose of describing specific embodiments, and is not intended to limit the present invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
请参照图1至图3,一种预制件安装结构,包括预制柱400和预制梁500;及辅助安装装置10,辅助安装装置10包括支撑架100和U型架200,支撑架100设于预制柱400的侧部,U型架200设于支撑架100,U型架200设有第一调节螺栓250,第一调节螺栓250与U型架200的侧板螺接,预制梁500的一端搭设于U型架200的U型槽240内,第一调节螺栓250在U型架200的侧板上伸缩调节,使调节件的一端抵压预制梁500,以调整预制梁500的位置,具体为调整预制梁500的水平放置位置。Please refer to Fig. 1 to Fig. 3, a prefabricated part installation structure, including prefabricated column 400 and prefabricated beam 500; On the side of the column 400, the U-shaped frame 200 is arranged on the supporting frame 100, and the U-shaped frame 200 is provided with a first adjusting bolt 250, which is screwed to the side plate of the U-shaped frame 200, and one end of the prefabricated beam 500 is set up In the U-shaped groove 240 of the U-shaped frame 200, the first adjusting bolt 250 is telescopically adjusted on the side plate of the U-shaped frame 200, so that one end of the adjusting member is pressed against the prefabricated beam 500 to adjust the position of the prefabricated beam 500, specifically Adjust the horizontal placement position of the prefabricated beam 500 .
该预制件安装结构,支撑架100设在预制柱400的侧部,当吊装支撑架100以吊装预制柱400时,避免了吊索700与预制柱400的端部柱筋发生碰撞,吊装方便;吊装预制梁500时,通过第一调节螺栓250的伸缩调节,能够直接调整预制梁500的水平放置位置,提高了调整效率,从而提升了整体的装配施工效率。In the prefabricated part installation structure, the support frame 100 is arranged on the side of the prefabricated column 400. When the support frame 100 is hoisted to hoist the prefabricated column 400, the collision between the sling 700 and the end of the prefabricated column 400 is avoided, and the hoisting is convenient; When the prefabricated beam 500 is hoisted, the horizontal position of the prefabricated beam 500 can be directly adjusted through the telescopic adjustment of the first adjusting bolt 250, which improves the adjustment efficiency, thereby improving the overall assembly construction efficiency.
传统的预制柱400吊装施工,通常是在预制柱400的顶部设置吊点(吊点埋件),吊装时,吊索700很容易与预制柱400端部的柱筋发生碰撞,从而影响吊装效率;预制梁500的梁底支撑通常采用双排布置的支撑结构及横向方木的方式进行,在吊装预制梁500时,首先需要调整方木的标高,然后才能将预制梁500落在方木上,由于支撑结构及方木设置较多,架设过程和标高调整过程均需要耗费大量时间,导致吊装效率极低;另外,由于预制梁500放置到方木上后,较多的方木提供了较多的支点,此时,若要进行预制梁500的位置调整,则非常困难。In traditional prefabricated column 400 hoisting construction, lifting points (embedded lifting points) are usually set on the top of prefabricated column 400. During hoisting, the sling 700 is likely to collide with the column reinforcement at the end of the precast column 400, thereby affecting the hoisting efficiency The beam bottom support of the prefabricated beam 500 is usually carried out by double-row arrangement of the support structure and the way of horizontal square timber. When hoisting the prefabricated beam 500, the elevation of the square timber needs to be adjusted first, and then the prefabricated beam 500 can be dropped on the square timber. , due to the large number of support structures and square timbers, the erection process and the elevation adjustment process will take a lot of time, resulting in extremely low hoisting efficiency; in addition, since the prefabricated beam 500 is placed on the square timbers, more square timbers provide more If there are too many fulcrums, it is very difficult to adjust the position of the prefabricated beam 500 at this time.
本实施例提供的预制件安装结构,应用于预制梁500和预制柱400的装配,尤其是节点位置的支撑对接,在吊装预制柱400时,支撑架100设在预制柱400的侧部,从而在吊装时,如图4所示,吊索700的一端支撑架100配合挂接,另一端与钢扁担连接,从而不会与预制柱400的柱筋之间发生碰撞,使吊装过程更加便捷顺利,提升了吊装效率。The prefabricated component installation structure provided in this embodiment is applied to the assembly of the prefabricated beam 500 and the prefabricated column 400, especially the support butt joint at the node position. When the prefabricated column 400 is hoisted, the support frame 100 is arranged on the side of the prefabricated column 400, so that During hoisting, as shown in Figure 4, one end of the sling 700 is connected to the supporting frame 100, and the other end is connected to the steel shoulder pole, so as not to collide with the column reinforcement of the prefabricated column 400, making the hoisting process more convenient and smooth , which improves the hoisting efficiency.
本实施例中的预制梁500在吊装后,其一端搭设在U型架200的U型槽240内,U型架200设在支撑架100上,由支撑架100提供U型架200的底部支撑,预制梁500的一端搭设在U型槽240内后,第一调节螺栓250在U型架200的侧板上进行伸缩移动,调节件伸缩时,其一端抵压预制梁500,从而通过抵压作用力调整预制梁500的位置,进而实现对预制梁500的水平位置调节(可以是微调),使预制梁500的位置更加精准,相比多支点的方木结构调整,大大提升了位置调节效率,使预制梁500的吊装效率也大大提升。After the prefabricated beam 500 in this embodiment is hoisted, one end thereof is erected in the U-shaped groove 240 of the U-shaped frame 200, and the U-shaped frame 200 is arranged on the support frame 100, and the bottom support of the U-shaped frame 200 is provided by the support frame 100 After one end of the prefabricated beam 500 is placed in the U-shaped groove 240, the first adjusting bolt 250 moves telescopically on the side plate of the U-shaped frame 200. The force adjusts the position of the prefabricated beam 500, and then realizes the horizontal position adjustment of the prefabricated beam 500 (it can be fine-tuned), making the position of the prefabricated beam 500 more accurate. Compared with the adjustment of the multi-support square timber structure, the position adjustment efficiency is greatly improved , so that the hoisting efficiency of the prefabricated beam 500 is also greatly improved.
支撑架100设置在预制柱400的侧部,其主要起对U型架200的支撑作用,而U型架200通过U型槽240的设置,使预制梁500能够首先大致搭设在U型槽240内,实现预定位,然后再通过第一调节螺栓250微调,进而实现快速调整预制梁500位置的技术效果。The support frame 100 is arranged on the side of the prefabricated column 400, and it mainly plays a role of supporting the U-shaped frame 200, and the U-shaped frame 200 can be installed on the U-shaped groove 240 through the setting of the U-shaped groove 240, so that the prefabricated beam 500 can be roughly erected on the U-shaped groove 240 at first. Inside, the pre-positioning is realized, and then fine-tuned by the first adjusting bolt 250, thereby achieving the technical effect of quickly adjusting the position of the prefabricated beam 500.
需要说明的是:U型架200和U型槽240中的“U”并非限定该结构为严格的U形底部结构(指底部呈圆弧状),该叫法采用机械通用领域中的U型含义确定,如U型钢等的叫法,其中的U并非指底部只能为弧形,其可以是直角夹角的底部结构等,U型架200只要能够形成槽体,并使预制梁500的一端能够搭设即可,不再赘述。It should be noted that the "U" in the U-shaped frame 200 and the U-shaped groove 240 does not limit the structure to a strict U-shaped bottom structure (referring to the bottom being arc-shaped), this name adopts the U-shaped structure in the general field of machinery The meaning is determined, such as U-shaped steel, etc., where U does not mean that the bottom can only be arc-shaped, it can be a bottom structure with a right angle, etc., as long as the U-shaped frame 200 can form a groove body and make the prefabricated beam 500 One end can be set up, so I won't repeat it.
进一步地,U型架200的两个侧板均设有第一调节螺栓250,进而能够通过多个第一调节螺栓250对预制梁500进行更为精致的位置调节。Further, both side plates of the U-shaped frame 200 are provided with first adjusting bolts 250 , so that the position of the prefabricated beam 500 can be adjusted more delicately through a plurality of first adjusting bolts 250 .
另外,辅助安装装置10可以设置多个,并分布在预制柱400的多个侧部,以实现多个预制梁500的吊装搭设;当然,预制梁500在吊装搭设时,预制梁500的两端可以分别搭设在两个间隔的预制柱400上的对应辅助安装装置10的U型架200上,不再赘述。In addition, multiple auxiliary installation devices 10 can be installed and distributed on multiple sides of the prefabricated column 400 to realize the hoisting and erecting of multiple prefabricated beams 500; of course, when the prefabricated beam 500 is hoisted and erected, They can be erected on the U-shaped frames 200 of the corresponding auxiliary installation devices 10 on the two spaced apart prefabricated columns 400 , so details will not be repeated here.
请参照图1、图2、图5和图7,支撑架100包括固定板110和支撑板120,固定板110与预制柱400可拆卸固定,支撑板120与固定板110呈夹角固定,支撑板120和固定板110之间还设有加强板150,U型架200可拆卸固设于支撑板120。Please refer to Fig. 1, Fig. 2, Fig. 5 and Fig. 7, the support frame 100 includes a fixed plate 110 and a support plate 120, the fixed plate 110 and the prefabricated column 400 are detachably fixed, the support plate 120 and the fixed plate 110 are fixed at an angle, and the support A reinforcing plate 150 is also provided between the plate 120 and the fixing plate 110 , and the U-shaped frame 200 is detachably fixed on the supporting plate 120 .
固定板110与预制柱400的侧面可拆卸固定,支撑板120与固定板110垂直一体固定,以起到对其上的U型架200的支撑作用;加强板150进一步提升了支撑能力。The fixing plate 110 is detachably fixed to the side of the prefabricated column 400, and the support plate 120 is vertically fixed to the fixing plate 110 to support the U-shaped frame 200 on it; the reinforcing plate 150 further improves the supporting capacity.
进一步地,预制件安装结构还包括第一螺栓和第一螺母,第一螺母预埋于预制柱400,固定板110设有固定安装孔111,第一螺栓通过固定安装孔111与第一螺母螺接,以将固定板110固设于预制柱400的侧面。Further, the prefabricated component installation structure also includes first bolts and first nuts, the first nuts are pre-embedded in the prefabricated column 400, the fixing plate 110 is provided with a fixing installation hole 111, and the first bolt passes through the fixing installation hole 111 and the first nut screw. connected to fix the fixing plate 110 on the side of the prefabricated column 400 .
固定安装孔111可以设有多个,固定安装孔111也可以是螺孔,不再赘述。There may be multiple fixing holes 111, and the fixing holes 111 may also be screw holes, which will not be repeated here.
请参照图5,U型架200与支撑架100一体设置。一体设置时,支撑板120作为U型架200的底板230,不再赘述。Referring to FIG. 5 , the U-shaped frame 200 is integrated with the support frame 100 . When arranged integrally, the support plate 120 serves as the bottom plate 230 of the U-shaped frame 200 , and details will not be repeated here.
请参照图5和图6,U型架200包括底板230、第一侧板210和第二侧板220,第一侧板210和第二侧板220分别固设于底板230的相对两端,第一侧板210、第二侧板220和底板230形成U型槽240,底板230与支撑板120可拆卸固定;第一侧板210和第二侧板220上均设有至少一个第一调节螺栓250,第一侧板210和第二侧板220上还均固设有至少一个螺帽260,第一调节螺栓250与螺帽260螺纹连接。5 and 6, the U-shaped frame 200 includes a bottom plate 230, a first side plate 210 and a second side plate 220, and the first side plate 210 and the second side plate 220 are respectively fixed on opposite ends of the bottom plate 230, The first side plate 210, the second side plate 220 and the bottom plate 230 form a U-shaped groove 240, and the bottom plate 230 and the support plate 120 are detachably fixed; the first side plate 210 and the second side plate 220 are provided with at least one first adjustment At least one nut 260 is fixed on the bolt 250 , the first side plate 210 and the second side plate 220 , and the first adjusting bolt 250 is screwed to the nut 260 .
第一调节螺栓250可以只在第一侧板210上设置,也可以只在第二侧板220上设置,也可以在第一侧板210和第二侧板220上均设置。The first adjusting bolt 250 may be set only on the first side plate 210 , or only on the second side plate 220 , or both on the first side plate 210 and the second side plate 220 .
螺帽260的设置提高了第一调节螺母的调节作用效果,避免在第一侧板210或第二侧板220上设置螺孔无法提供足够的阻力来保持调节后的位置的问题,满足精准调节的要求,不再赘述。The setting of the nut 260 improves the adjustment effect of the first adjusting nut, avoids the problem that the screw holes on the first side plate 210 or the second side plate 220 cannot provide enough resistance to maintain the adjusted position, and satisfies precise adjustment requirements will not be repeated.
具体实施时,支撑架100可以是钢牛腿结构。In a specific implementation, the support frame 100 may be a steel corbel structure.
请参照图6和图7,预制件安装结构还包括紧固件,支撑板120设有吊孔121,底板230设有与吊孔121对应的紧固孔231,紧固件与吊孔121和紧固孔231配合固定。Please refer to FIG. 6 and FIG. 7, the prefabricated component installation structure also includes fasteners, the support plate 120 is provided with a lifting hole 121, and the bottom plate 230 is provided with a fastening hole 231 corresponding to the lifting hole 121, and the fastener and the lifting hole 121 and The fastening hole 231 fits and fixes.
紧固件用于固定支撑板120和底板230,以将支撑架100和U型架200固定在一起。因此,紧固孔231和吊孔121可以均是通孔结构,紧固件包括螺栓和螺母配合,以进行紧固;也可以其中之一为螺孔或均为螺孔,而紧固件为螺栓,不再赘述。Fasteners are used to fix the support plate 120 and the bottom plate 230 to fix the support frame 100 and the U-shaped frame 200 together. Therefore, the fastening hole 231 and the lifting hole 121 can both be through-hole structures, and the fasteners include bolts and nuts for fastening; it is also possible that one of them is a screw hole or both are screw holes, and the fasteners are Bolts, no more details.
施工时,先在预制柱400上固定支撑架100;接着,如图4所示,通过支撑架100上的吊孔121与吊索700的配合进行吊装,以使预制柱400呈竖直方向设置;接着,再将U型架200固定在支撑架100上。此时,由于预制柱400已经吊装完毕,吊孔121的作用已经实现,后续则与紧固孔231配合,以实现紧固件的装配固定,从而将底板230和支撑板120固定在一起,实现将U型架200固定在支撑架100上的作用。During construction, the support frame 100 is first fixed on the prefabricated column 400; then, as shown in FIG. ; Next, fix the U-shaped frame 200 on the support frame 100 again. At this time, since the prefabricated column 400 has been hoisted, the function of the hoisting hole 121 has been realized, and then it will cooperate with the fastening hole 231 to realize the assembly and fixing of the fastener, thereby fixing the bottom plate 230 and the support plate 120 together to realize The function of fixing the U-shaped frame 200 on the support frame 100 .
请参照图6和图7,支撑板120设有间隔的至少两个第一通孔130,底板230设有间隔的至少两个第二通孔232,第一通孔130和第二通孔232对应设置。6 and 7, the support plate 120 is provided with at least two first through holes 130 at intervals, and the bottom plate 230 is provided with at least two second through holes 232 at intervals. The first through hole 130 and the second through hole 232 corresponding settings.
第一通孔130和第二通孔232用于实现对预制梁500的竖直方向放置位置的调节,可以通过多种方式实现。如可以在支撑板120的底部设置螺母结构,螺母结构的设置位置与第一通孔130对应,并利用第二调节螺栓与螺母结构的配合实现伸缩,以调整预制梁500的竖直方向设置位置。The first through hole 130 and the second through hole 232 are used to adjust the vertical placement position of the prefabricated beam 500 , which can be realized in various ways. For example, a nut structure can be set at the bottom of the support plate 120, the setting position of the nut structure corresponds to the first through hole 130, and the cooperation between the second adjusting bolt and the nut structure is used to realize expansion and contraction, so as to adjust the vertical setting position of the prefabricated beam 500 .
另外,还可以通过以下两种具体实施方式实现:In addition, it can also be implemented through the following two specific implementation methods:
第一种:第一通孔130为螺孔或/和第二通孔232为螺孔,预制件安装结构还包括至少两个第二调节螺栓140,第二调节螺栓140与第一通孔130或/和第二通孔232螺接,使第二调节螺栓140伸缩移动,第二调节螺栓140伸缩移动,以调节预制梁500的位置。The first type: the first through hole 130 is a screw hole or/and the second through hole 232 is a screw hole, and the prefabricated component installation structure also includes at least two second adjusting bolts 140, and the second adjusting bolt 140 is connected to the first through hole 130 Or/and screwed to the second through hole 232 to make the second adjusting bolt 140 telescopically move, and the second adjusting bolt 140 telescopically moves to adjust the position of the prefabricated beam 500 .
第二调节螺栓140的作用原理与第一调节螺栓250的作用原理类似,通过第二调节螺栓140的上下伸缩移动,使第二调节螺栓140的上端位于某个高度,从而调整好预制梁500的放置高度,至少两个第二调节螺栓140的设置,使预制梁500的一端可以平稳的在某个高度放置,若另一端同样有两个第二调节螺栓140,则四个第二调节螺栓140的上端均调节至某个相同高度,以使预制梁500的放置高度更加精准。The working principle of the second adjusting bolt 140 is similar to that of the first adjusting bolt 250. Through the up-and-down telescopic movement of the second adjusting bolt 140, the upper end of the second adjusting bolt 140 is positioned at a certain height, thereby adjusting the height of the prefabricated beam 500. Placement height, at least two second adjustment bolts 140 are set so that one end of the prefabricated beam 500 can be placed at a certain height steadily, if the other end also has two second adjustment bolts 140, then four second adjustment bolts 140 The upper ends of the prefabricated beams 500 are all adjusted to a certain same height, so that the placement height of the prefabricated beam 500 is more accurate.
另外,实施时,紧固件可以形成第二调节螺栓140,紧固孔231为螺孔。该种情况下,紧固件也为第二调节螺栓140,此时,至少有三个第二调节螺栓140,三个第二调节螺栓140的上端确定一个平面,使预制梁500的竖直方向设置高度更加精准,不再赘述。In addition, during implementation, the fastener may form the second adjusting bolt 140, and the fastening hole 231 is a screw hole. In this case, the fastener is also the second adjusting bolt 140. At this time, there are at least three second adjusting bolts 140, and the upper ends of the three second adjusting bolts 140 define a plane, so that the vertical direction of the prefabricated beam 500 is set The height is more accurate and will not be repeated here.
第二种,可以参照图5和图7,预制件安装结构还包括至少两个第二调节螺栓140,支撑板120的下表面设有间隔的至少两个支撑块160,支撑块160设有与第一通孔130对应的螺孔,第二调节螺栓140与支撑块160螺纹连接。The second type, referring to Fig. 5 and Fig. 7, the prefabricated part installation structure also includes at least two second adjusting bolts 140, the lower surface of the supporting plate 120 is provided with at least two supporting blocks 160 at intervals, and the supporting blocks 160 are provided with The screw hole corresponding to the first through hole 130 is threadedly connected with the second adjusting bolt 140 and the supporting block 160 .
由于支撑板120的支撑作用有限,因此,设置支撑块160起到更好的支撑作用,提升第二调节螺栓140对预制梁500的支撑作用。Since the supporting effect of the supporting plate 120 is limited, the supporting block 160 is provided to provide a better supporting effect and improve the supporting effect of the second adjusting bolt 140 on the prefabricated beam 500 .
请参照图1至图4、图8,辅助安装装置10为多个,辅助安装装置10设于预制柱400的外周,预制梁500为多个,并与辅助安装装置10对应设置,相邻辅助安装装置10之间还设有缝隙模板300,缝隙模板300设有第一弯折部310,以形成第一弯折板311和第二弯折板312,第一弯折板311和第二弯折板312分别与U型架200的侧板对接,使多个预制梁500的一端、预制柱400的一端和多个缝隙模板300配合形成梁柱节点浇筑空间600。Please refer to Fig. 1 to Fig. 4 and Fig. 8, there are multiple auxiliary installation devices 10, the auxiliary installation devices 10 are arranged on the outer periphery of the prefabricated column 400, and there are multiple prefabricated beams 500, which are correspondingly arranged with the auxiliary installation devices 10, adjacent to the auxiliary installation devices A gap template 300 is also provided between the installation devices 10, and the gap template 300 is provided with a first bent part 310 to form a first bent plate 311 and a second bent plate 312, and the first bent plate 311 and the second bent plate The folded plates 312 are respectively butted with the side plates of the U-shaped frame 200 , so that one end of a plurality of prefabricated beams 500 , one end of a prefabricated column 400 and a plurality of gap templates 300 cooperate to form a beam-column joint pouring space 600 .
需要说明的是,为了施工的需要,预制柱400可以只对应一根或两根或三根或更多根的预制梁500,以满足实际的需要,因此,这里的多个可以指两个或两个以上。It should be noted that, in order to meet the needs of construction, the prefabricated columns 400 can only correspond to one or two or three or more prefabricated beams 500 to meet the actual needs. Therefore, the multiple here can refer to two or two more than one.
传统的浇筑模板结构通常采用木模板加木方的方式,需要大量的人力和物力,且属于高空作业,不仅效率低,而且风险大(出现漏浆涨模),成本高。The traditional pouring formwork structure usually uses wooden formwork plus wooden squares, which requires a lot of manpower and material resources, and belongs to high-altitude operations, which is not only inefficient, but also has high risks (grout leakage and mold expansion) and high cost.
本实施例中采用缝隙模板300进行模板的围设,缝隙模板300可以采用钢材等金属材质或带弹性材料制作,且在预制梁500吊装完毕后,将第一弯折板311和第二弯折板312插入对应位置即可完成围设,操作简单方便,人力物力消耗低,相比木模板的结构安全性更高。In this embodiment, the gap template 300 is used to enclose the template. The gap template 300 can be made of metal materials such as steel or elastic materials, and after the prefabricated beam 500 is hoisted, the first bent plate 311 and the second bent plate The board 312 can be inserted into the corresponding position to complete the enclosure, the operation is simple and convenient, the consumption of manpower and material resources is low, and the structural safety is higher than that of the wooden formwork.
第一弯折板311和第二弯折板312之间可以是垂直夹角设置,对应预制柱400的边角结构,以形成方形结构的梁柱节点浇筑空间600,不再赘述。The first bent plate 311 and the second bent plate 312 may be arranged at vertical angles corresponding to the corner structures of the prefabricated columns 400 to form a beam-column joint pouring space 600 of a square structure, which will not be repeated here.
缝隙模板300主要用于填充相邻预制梁500的端部之间的缝隙,以进行后续的梁柱节点的浇筑施工,因此,缝隙模板300可以是任何能够实现封闭该缝隙作用的模板结构,不再赘述。The gap formwork 300 is mainly used to fill the gap between the ends of adjacent prefabricated beams 500, so as to carry out the pouring construction of the subsequent beam-column joints. Let me repeat.
请参照图3和图8,缝隙模板300还设有第二弯折部320和第三弯折部330,第二弯折部320设于第一弯折板311,以形成第三弯折板321,第三弯折部330设于第二弯折板312以形成第四弯折板331,第三弯折板321和第四弯折板331配合于预制梁500的侧部和U型架200的侧板之间的间隙。Please refer to FIG. 3 and FIG. 8 , the slit template 300 is also provided with a second bending portion 320 and a third bending portion 330 , the second bending portion 320 is arranged on the first bending plate 311 to form a third bending plate 321, the third bent part 330 is set on the second bent plate 312 to form the fourth bent plate 331, the third bent plate 321 and the fourth bent plate 331 are matched with the side part of the prefabricated beam 500 and the U-shaped frame 200 for the gap between the side panels.
具体地,可以是:第三弯折板321和第一弯折板311之间呈垂直设置,第四弯折板331和第二弯折板312之间呈垂直设置。Specifically, it may be that: the third bent plate 321 and the first bent plate 311 are arranged vertically, and the fourth bent plate 331 and the second bent plate 312 are arranged perpendicularly.
U型架200的侧板(第一侧板210或第二侧板220)与预制梁500的侧部之间存在间隙,因此,缝隙模板300的第三弯折板321和第四弯折板331正好可以填充在对应的间隙内,在安装时,缝隙模板300直接插入对应缝隙内即可完成安装,不仅具有卡固的作用,还起到了对缝隙的填充作用。There is a gap between the side plate (first side plate 210 or second side plate 220) of the U-shaped frame 200 and the side of the prefabricated beam 500, therefore, the third bent plate 321 and the fourth bent plate of the gap template 300 331 can just be filled in the corresponding gap. During installation, the gap template 300 can be directly inserted into the corresponding gap to complete the installation, which not only has the function of fastening, but also plays the role of filling the gap.
当然,根据需要,还可以设置海绵胶条等结构实现对缝隙部位的全方位封堵,保证后续的浇筑施工质量。Of course, according to the needs, structures such as sponge rubber strips can also be set to fully block the gaps and ensure the quality of subsequent pouring construction.
本实施例还提供了一种预制件安装结构的安装方法,包括以下步骤:This embodiment also provides a method for installing a prefabricated component installation structure, including the following steps:
(S1)、将支撑架100设于预制柱400,以使辅助安装装置10设于预制柱400;(S1), the support frame 100 is arranged on the prefabricated column 400, so that the auxiliary installation device 10 is arranged on the prefabricated column 400;
(S2)、将吊具的吊钩与支撑架100挂接完毕;(S2), the hook of the spreader and the support frame 100 are hooked up;
(S3)、吊装预制柱400至施工区域;(S3), hoisting the prefabricated column 400 to the construction area;
(S4)、吊装预制梁500,使预制梁500的一端位于U型架200的U型槽240内;(S4), hoisting the prefabricated beam 500 so that one end of the prefabricated beam 500 is located in the U-shaped groove 240 of the U-shaped frame 200;
(S5)、调整第一调节螺栓250在U型架200上的伸缩距离,使第一调节螺栓250的一端抵压预制梁500,以调整预制梁500的位置。( S5 ), adjusting the telescopic distance of the first adjusting bolt 250 on the U-shaped frame 200 , so that one end of the first adjusting bolt 250 presses against the prefabricated beam 500 to adjust the position of the prefabricated beam 500 .
该预制件安装结构的安装方法,能够应用于上述任一个实施例所述的预制件安装结构,从而提供了一种具体施工时的安装方法。The installation method of the prefabricated component installation structure can be applied to the prefabricated component installation structure described in any one of the above embodiments, thus providing a specific installation method during construction.
进一步地,在步骤(S4)之前,还包括:Further, before step (S4), it also includes:
对第二调节螺栓140进行伸缩调节,使所有第二调节螺栓140的头部端位于同一平面,以确定预制梁500的竖直方向放置位置;Perform telescopic adjustment on the second adjusting bolts 140, so that the head ends of all the second adjusting bolts 140 are located on the same plane, so as to determine the vertical placement position of the prefabricated beam 500;
需要说明的是,步骤(S5)中,第一调节螺栓250可以用于调节预制梁500的水平放置位置;It should be noted that, in step (S5), the first adjusting bolt 250 can be used to adjust the horizontal placement position of the prefabricated beam 500;
在步骤(S5)之后,还包括以下步骤:After the step (S5), the following steps are also included:
(S6)、将缝隙模板300的第一弯折板311和第二弯折板312分别与对应辅助安装装置10的U型架200的侧板对接,使多个预制梁500的一端、预制柱400的一端和多个缝隙模板300配合形成梁柱节点浇筑空间600;(S6), the first bent plate 311 and the second bent plate 312 of the slit template 300 are respectively docked with the side plates of the U-shaped frame 200 of the corresponding auxiliary installation device 10, so that one end of a plurality of prefabricated beams 500, prefabricated columns One end of 400 cooperates with a plurality of gap templates 300 to form a beam-column joint pouring space 600;
(S7)、对梁柱节点浇筑空间600进行浇筑施工。(S7), performing pouring construction on the beam-column joint pouring space 600.
需要说明的是,第一调节螺栓250和第二调节螺栓140的旋转可以采用扳手实施,以使预制梁500到达预设标高或水平位置,不再赘述。It should be noted that the rotation of the first adjusting bolt 250 and the second adjusting bolt 140 can be implemented with a wrench, so that the prefabricated beam 500 can reach a preset elevation or horizontal position, and details will not be repeated here.
以上所述实施例的各技术特征可以进行任意的组合,为使描述简洁,未对上述实施例中的各个技术特征所有可能的组合都进行描述,然而,只要这些技术特征的组合不存在矛盾,都应当认为是本说明书记载的范围。The technical features of the above-mentioned embodiments can be combined arbitrarily. To make the description concise, all possible combinations of the technical features in the above-mentioned embodiments are not described. However, as long as there is no contradiction in the combination of these technical features, should be considered as within the scope of this specification.
以上所述实施例仅表达了本发明的几种实施方式,其描述较为具体和详细,但并不能因此而理解为对发明专利范围的限制。应当指出的是,对于本领域的普通技术人员来说,在不脱离本发明构思的前提下,还可以做出若干变形和改进,这些都属于本发明的保护范围。因此,本发明专利的保护范围应以所附权利要求为准。The above-mentioned embodiments only express several implementation modes of the present invention, and the descriptions thereof are relatively specific and detailed, but should not be construed as limiting the patent scope of the invention. It should be pointed out that those skilled in the art can make several modifications and improvements without departing from the concept of the present invention, and these all belong to the protection scope of the present invention. Therefore, the protection scope of the patent for the present invention should be based on the appended claims.
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Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110965641A (en) * | 2019-11-25 | 2020-04-07 | 张美姣 | Installation and construction method of prefabricated steel structural component of fabricated building |
| CN111021723A (en) * | 2019-12-31 | 2020-04-17 | 上海建工五建集团有限公司 | Beam column joint template device suitable for T-shaped prefabricated frame structure and installation method |
| CN112376918A (en) * | 2020-10-13 | 2021-02-19 | 中国石油化工股份有限公司 | Method for quickly positioning precast reinforced concrete beam |
| CN112814151A (en) * | 2020-12-30 | 2021-05-18 | 南京航空航天大学 | Connecting method of basic magnesium sulfate cement concrete assembled frame nodes |
| CN112878194A (en) * | 2019-11-29 | 2021-06-01 | 比亚迪股份有限公司 | Adjusting and positioning device for bridge |
| CN114908871A (en) * | 2021-02-10 | 2022-08-16 | 航天长征化学工程股份有限公司 | Frame post and frame roof beam installation dismounting device |
| CN115419321A (en) * | 2022-08-03 | 2022-12-02 | 海盐智汇新材料有限公司 | Assembling method for upright post and wall plate in assembled type enclosure wall |
| WO2024193048A1 (en) * | 2023-03-21 | 2024-09-26 | 中交四航局第三工程有限公司 | Slope prefabricated skeleton node support |
| CN120443843A (en) * | 2025-07-11 | 2025-08-08 | 福建建工装配式建筑研究院有限公司 | Beam column node template matched with column top supporting tool and construction method of beam column node template |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20120003729U (en) * | 2010-11-19 | 2012-05-30 | 김천호 | System support Head |
| CN102691412A (en) * | 2012-06-05 | 2012-09-26 | 中国十七冶集团有限公司 | Prefabricated frame structure connection supporting template with adjustable vertical height |
| CN203867180U (en) * | 2014-05-28 | 2014-10-08 | 中国建筑土木建设有限公司 | Special beam column joint template system with guide plate |
| CN204081485U (en) * | 2014-07-25 | 2015-01-07 | 林经豪 | Beam bottom mother plate bracing frame |
| CN109577553A (en) * | 2018-12-11 | 2019-04-05 | 郑鹏 | A kind of new-type fabricated construction precast column unit and beam-column node construction method |
| CN210315967U (en) * | 2019-04-30 | 2020-04-14 | 广东联城住工装备信息科技有限公司 | Prefabricated part mounting structure |
-
2019
- 2019-04-30 CN CN201910361631.9A patent/CN110093977A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20120003729U (en) * | 2010-11-19 | 2012-05-30 | 김천호 | System support Head |
| CN102691412A (en) * | 2012-06-05 | 2012-09-26 | 中国十七冶集团有限公司 | Prefabricated frame structure connection supporting template with adjustable vertical height |
| CN203867180U (en) * | 2014-05-28 | 2014-10-08 | 中国建筑土木建设有限公司 | Special beam column joint template system with guide plate |
| CN204081485U (en) * | 2014-07-25 | 2015-01-07 | 林经豪 | Beam bottom mother plate bracing frame |
| CN109577553A (en) * | 2018-12-11 | 2019-04-05 | 郑鹏 | A kind of new-type fabricated construction precast column unit and beam-column node construction method |
| CN210315967U (en) * | 2019-04-30 | 2020-04-14 | 广东联城住工装备信息科技有限公司 | Prefabricated part mounting structure |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110965641A (en) * | 2019-11-25 | 2020-04-07 | 张美姣 | Installation and construction method of prefabricated steel structural component of fabricated building |
| CN110965641B (en) * | 2019-11-25 | 2021-02-12 | 广东省城规建设监理有限公司 | Installation and construction method of prefabricated steel structural component of fabricated building |
| CN112878194A (en) * | 2019-11-29 | 2021-06-01 | 比亚迪股份有限公司 | Adjusting and positioning device for bridge |
| CN111021723A (en) * | 2019-12-31 | 2020-04-17 | 上海建工五建集团有限公司 | Beam column joint template device suitable for T-shaped prefabricated frame structure and installation method |
| CN112376918A (en) * | 2020-10-13 | 2021-02-19 | 中国石油化工股份有限公司 | Method for quickly positioning precast reinforced concrete beam |
| CN112814151A (en) * | 2020-12-30 | 2021-05-18 | 南京航空航天大学 | Connecting method of basic magnesium sulfate cement concrete assembled frame nodes |
| CN114908871A (en) * | 2021-02-10 | 2022-08-16 | 航天长征化学工程股份有限公司 | Frame post and frame roof beam installation dismounting device |
| CN115419321A (en) * | 2022-08-03 | 2022-12-02 | 海盐智汇新材料有限公司 | Assembling method for upright post and wall plate in assembled type enclosure wall |
| WO2024193048A1 (en) * | 2023-03-21 | 2024-09-26 | 中交四航局第三工程有限公司 | Slope prefabricated skeleton node support |
| CN120443843A (en) * | 2025-07-11 | 2025-08-08 | 福建建工装配式建筑研究院有限公司 | Beam column node template matched with column top supporting tool and construction method of beam column node template |
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Application publication date: 20190806 |