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CN102409866A - Auxiliary component and construction method for vertical docking operation - Google Patents

Auxiliary component and construction method for vertical docking operation Download PDF

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Publication number
CN102409866A
CN102409866A CN2011102835929A CN201110283592A CN102409866A CN 102409866 A CN102409866 A CN 102409866A CN 2011102835929 A CN2011102835929 A CN 2011102835929A CN 201110283592 A CN201110283592 A CN 201110283592A CN 102409866 A CN102409866 A CN 102409866A
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docking
auxiliary
item
items
vertical
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鲁勤武
唐敏精
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China General Nuclear Power Corp
China Nuclear Power Engineering Co Ltd
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China General Nuclear Power Corp
China Nuclear Power Engineering Co Ltd
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Abstract

The invention discloses a vertical butt joint operation auxiliary component and a construction method, wherein the auxiliary component comprises a fixing part and a guide part, the guide part comprises a guide inclined plane, the fixing part is used for fixing the auxiliary component at a position adjacent to the butt joint surface of a first butt joint item, and the guide inclined plane of the fixed auxiliary component obliquely faces the butt joint insertion direction of a second butt joint item so as to guide and position the second butt joint item when the second butt joint item is inserted; the construction method is to use the auxiliary components to carry out vertical butt joint of the items. The invention utilizes the guide inclined plane of the auxiliary component to guide and accurately position the butt-jointed items, thereby realizing quick butt joint, reducing the difficulty of butt joint operation and improving the working efficiency.

Description

竖向对接作业辅助构件及施工方法Auxiliary component and construction method for vertical docking operation

技术领域 technical field

 本发明涉及施工建造领域,尤其涉及一种便于竖向对接作业的辅助构件及施工方法。 The invention relates to the field of construction and construction, in particular to an auxiliary component and a construction method that facilitate vertical docking operations.

背景技术 Background technique

 目前,国内施工建造过程中的对接作业,一般简单的采用传统的吊装、组对、连接、摘勾的模式来完成,其组对时需要经验丰富的施工人员谨慎并重复地进行微调等操作,因此具有耗费时间长、施工难度大、精度控制难、吊车占时长等缺点。 At present, the docking operation in the domestic construction process is generally completed simply by using the traditional mode of hoisting, pairing, connection, and unhooking. The grouping requires experienced construction personnel to carefully and repeatedly perform fine-tuning operations. Therefore, it has disadvantages such as long time-consuming, difficult construction, difficult precision control, and long crane time.

有鉴于此,确有必要提供一种便于竖向对接作业的辅助构件及施工方法。 In view of this, it is indeed necessary to provide an auxiliary component and a construction method that are convenient for vertical docking operations.

发明内容 Contents of the invention

 本发明的目的在于:提供一种便于竖向对接作业的辅助构件及施工方法,以降低施工难度、提高施工效率并提高对接精度。 The purpose of the present invention is to provide an auxiliary component and a construction method that facilitates vertical docking operations, so as to reduce construction difficulty, improve construction efficiency and improve docking accuracy.

为了实现上述目的,本发明提供了一种竖向对接作业辅助构件,其包括固定部和导向部,导向部包括导向斜面,固定部用于将辅助构件固定于邻近第一个对接物项对接面的位置处,固定好的辅助构件的导向斜面倾斜地面向第二个对接物项的对接插入方向,以在第二个对接物项插入时对其进行导向和定位。 In order to achieve the above object, the present invention provides a vertical docking operation auxiliary component, which includes a fixing part and a guiding part, the guiding part includes a guiding inclined surface, and the fixing part is used to fix the auxiliary component on the docking surface adjacent to the first docking item At the position, the guide inclined surface of the fixed auxiliary component is obliquely facing the docking insertion direction of the second docking item, so as to guide and position the second docking item when it is inserted.

作为本发明竖向对接作业辅助构件的一种改进,所述固定部通过螺栓螺母的配合或是以焊接的方式固定于地面或第一个对接物项上。 As an improvement of the vertical docking operation auxiliary component of the present invention, the fixing part is fixed on the ground or the first docking item through cooperation of bolts and nuts or by welding.

作为本发明竖向对接作业辅助构件的一种改进,所述辅助构件上还开设有吊装孔。 As an improvement of the auxiliary component for vertical docking operation of the present invention, the auxiliary component is also provided with a hoisting hole.

作为本发明竖向对接作业辅助构件的一种改进,所述辅助构件上还开设有用于与其他辅助构件连接固定的连接孔。 As an improvement of the auxiliary component for vertical docking operation of the present invention, the auxiliary component is also provided with connection holes for connecting and fixing with other auxiliary components.

为了实现上述目的,本发明还提供一种竖向对接作业施工方法,其包括以下步骤:准备对接物项,并将第一个对接物项定位;准备一个以上设有导向斜面的辅助构件,将所述辅助构件安装在第一个对接物项或其邻近位置处,使辅助构件的导向斜面都倾斜地面向第二个对接物项的对接插入方向;将第二个对接物项吊装插入对接位置完成两个对接物项的组对,辅助构件的导向斜面在第二个对接物项插入时对其起导向和精确定位作用;对两个对接物项进行连接固定。 In order to achieve the above object, the present invention also provides a construction method for vertical docking operation, which includes the following steps: preparing the docking item, and positioning the first docking item; preparing more than one auxiliary member provided with a guide slope, The auxiliary component is installed at the first docking item or its adjacent position, so that the guide slopes of the auxiliary component are obliquely facing the docking insertion direction of the second docking item; the second docking item is hoisted and inserted into the docking position To complete the pairing of two docking items, the guide slope of the auxiliary component guides and precisely positions the second docking item when it is inserted; connects and fixes the two docking items.

作为本发明竖向对接作业施工方法的一种改进,安装辅助构件前需进行精确放线定位,辅助构件的安装是严格按照放线位置进行的。 As an improvement of the construction method of the vertical docking operation of the present invention, precise setting-out positioning is required before installing the auxiliary components, and the installation of the auxiliary components is carried out strictly according to the setting-out position.

作为本发明竖向对接作业施工方法的一种改进,所述辅助构件也可以仅安装于第二个对接物项或其邻近位置处,或者同时安装于两个对接物项或其邻近位置处。 As an improvement of the construction method of the vertical docking operation of the present invention, the auxiliary component can also be installed only at the second docking item or its adjacent position, or at the two docking items or its adjacent position at the same time.

作为本发明竖向对接作业施工方法的一种改进,所述部分辅助构件上开设有吊装孔。 As an improvement of the construction method of the vertical docking operation of the present invention, hoisting holes are opened on the part of the auxiliary components.

作为本发明竖向对接作业施工方法的一种改进,所述辅助构件同时安装于两个对接物项时,辅助构件上开设连接孔,两个对接物项进行连接固定后,利用螺栓螺母通过连接孔将不同对接物项上的辅助构件连接为一体。 As an improvement of the construction method of the vertical docking operation of the present invention, when the auxiliary member is installed on two docking items at the same time, a connecting hole is opened on the auxiliary member, and after the two docking items are connected and fixed, bolts and nuts are used to connect The holes connect the auxiliary components on different docking items into one.

作为本发明竖向对接作业施工方法的一种改进,两个对接物项进行连接固定后,拆除辅助构件,并根据需要对两个对接物项进行后续处理。 As an improvement of the construction method of the vertical docking operation of the present invention, after the two docking items are connected and fixed, the auxiliary components are removed, and subsequent processing is performed on the two docking items as required.

与现有技术相比,本发明利用辅助构件的导向斜面对带对接物项进行导向及精度定位,因此能够实现快速对接,从而降低对接作业难度,提高工作效率。 Compared with the prior art, the present invention utilizes the guiding slope of the auxiliary member to guide and precisely position the docking items with belts, so that fast docking can be realized, thereby reducing the difficulty of docking operations and improving work efficiency.

附图说明 Description of drawings

 下面结合附图和具体实施方式,对本发明竖向对接作业辅助构件及施工方法及其有益技术效果进行详细说明。 The following is a detailed description of the vertical docking operation auxiliary components and construction methods and beneficial technical effects of the present invention in combination with the accompanying drawings and specific implementation methods.

图1为使用本发明竖向对接作业辅助构件第一实施方式进行地上对接作业的施工方法流程图。 Fig. 1 is a flow chart of the construction method for ground docking operation using the first embodiment of the vertical docking operation auxiliary member of the present invention.

图2至图3为使用本发明竖向对接作业辅助构件第一实施方式进行地上对接作业的施工过程示意图。 2 to 3 are schematic diagrams of the construction process of using the first embodiment of the vertical docking operation auxiliary member of the present invention to carry out the ground docking operation.

图4为使用本发明竖向对接作业辅助构件第二实施方式进行空中对接作业的施工方法流程图。 Fig. 4 is a flowchart of a construction method for aerial docking operations using the second embodiment of the vertical docking operation auxiliary member of the present invention.

图5至图6为使用本发明竖向对接作业辅助构件第二实施方式进行空中对接作业的施工过程示意图。 5 to 6 are schematic diagrams of the construction process of aerial docking operation using the second embodiment of the vertical docking operation auxiliary member of the present invention.

具体实施方式 Detailed ways

 为了在施工建造中提高对接作业的定位精度和工作效率,本发明在进行物项对接以前,预先在其中一个或两个对接物项上安装带有导向斜面的辅助构件,物项对接时,辅助构件的导向斜面会对逐渐靠近的对接物项进行导向和精确定位,从而使两个对接物项精确快速地完成组对,然后只要按传统方式对两个组对好的物项进行连接即可。 In order to improve the positioning accuracy and work efficiency of the docking operation during construction, the present invention pre-installs an auxiliary component with a guide slope on one or two of the docking items before the docking of the items. When the items are docked, the auxiliary components The guide slope of the component will guide and accurately position the docking items that are gradually approaching, so that the two docking items can be assembled accurately and quickly, and then only need to connect the two paired items in the traditional way .

以下将通过地上设备支腿和空中柱子两个对接实施方式,详细说明本发明竖向对接作业辅助构件的结构以及对接施工方法的步骤。 The structure of the vertical docking operation auxiliary component and the steps of the docking construction method of the present invention will be described in detail below through two docking implementations of ground equipment legs and aerial columns.

请参阅图2所示,本发明竖向对接作业辅助构件的第一实施方式包括底板21和和从底板21向上伸出的导向定位型钢23。底板21为辅助构件的固定部,其上开设有一个以上通孔,能够通过膨胀螺栓和螺母22固定于地面或其他元件上。导向定位型钢23为辅助构件的导向部,其上设有两个与底板21成一定角度的导向斜面230。 Please refer to FIG. 2 , the first embodiment of the vertical docking operation auxiliary component of the present invention includes a bottom plate 21 and a guiding and positioning section steel 23 protruding upward from the bottom plate 21 . The bottom plate 21 is the fixing part of the auxiliary component, and more than one through hole is opened on it, and can be fixed on the ground or other elements by expansion bolts and nuts 22 . The guiding and positioning section steel 23 is the guiding part of the auxiliary component, on which there are two guiding slopes 230 forming a certain angle with the bottom plate 21 .

请参阅图2和图3所示,需要对接的物项是基座和钢结构立柱支腿:基座包括底板11和设置于底板11上的地脚螺栓12、螺母120,以及控制标高用的定位垫块13。钢结构立柱支腿包括钢结构立柱31和连接于钢结构立柱31底部的立柱底板32,立柱底板32上开设与地脚螺栓12数量相同的穿孔。 Please refer to Fig. 2 and shown in Fig. 3, the item that needs docking is foundation and steel structure column support leg: foundation comprises base plate 11 and the anchor bolt 12 that is arranged on base plate 11, nut 120, and control elevation usefulness Locate spacer 13. The supporting legs of the steel structure column include a steel structure column 31 and a column bottom plate 32 connected to the bottom of the steel structure column 31 , and the column bottom plate 32 has the same number of perforations as the anchor bolts 12 .

请同时参阅图1所示,使用本发明竖向对接作业辅助构件的第一实施方式对设备支腿进行地上对接作业,包括以下步骤: Please refer to Figure 1 at the same time, using the first embodiment of the vertical docking operation auxiliary member of the present invention to perform ground docking operations on the equipment legs, including the following steps:

S1)对接物项准备,此步骤与传统施工方式基本相同,如图2所示,将基座底板11预埋于地面,底板11上已设置好地脚螺栓12并预浇好混凝土定位垫块13; S1) Docking item preparation, this step is basically the same as the traditional construction method, as shown in Figure 2, the base plate 11 is pre-buried on the ground, the anchor bolts 12 have been set on the base plate 11 and the concrete positioning pads have been pre-cast 13;

S2)根据钢结构立柱支腿、基座及辅助构件的具体尺寸,进行精确放线定位; S2) According to the specific size of the steel structure column legs, base and auxiliary components, perform precise setting-out positioning;

S3)严格按照放线位置安装地上作业的辅助构件,辅助构件的底板21固定于地面,导向斜面230倾斜地朝向钢结构立柱支腿向基座插入的方向,如图2所示(吊装时,螺母120需先拧开); S3) Install the auxiliary components for ground work in strict accordance with the setting-out position. The bottom plate 21 of the auxiliary components is fixed on the ground, and the guide slope 230 is inclined towards the direction in which the legs of the steel structure column are inserted into the base, as shown in Figure 2 (during hoisting, The nut 120 needs to be unscrewed first);

S4)吊装及组对:在吊装过程中,先将钢结构立柱支腿引至辅助构件所包围的范围内,然后使立柱底板32抵上导向定位型钢23的导向斜面230,并使钢结构立柱支腿在导向斜面230的引导下平缓下降,从而快速完成精确组对,此时,基座底板11上的地脚螺栓12分别穿入立柱底板32的对应穿孔中,最后进行吊车摘勾; S4) Hoisting and assembly: In the hoisting process, first lead the legs of the steel structure column to the range surrounded by the auxiliary components, then make the bottom plate 32 of the column touch the guide slope 230 of the guiding and positioning steel 23, and make the steel structure column Under the guidance of the guide slope 230, the outriggers descend gently, thereby quickly completing the precise assembly. At this time, the anchor bolts 12 on the base bottom plate 11 respectively penetrate into the corresponding perforations of the column bottom plate 32, and finally the hook is unhooked by a crane;

S5)参照传统施工方式,按原设计利用螺母120将立柱底板32固紧,从而定位于基座的定位垫块13上,完成钢结构立柱支腿与基座的对接; S5) Referring to the traditional construction method, use the nut 120 to fasten the bottom plate 32 of the column according to the original design, so as to locate it on the positioning pad 13 of the base, and complete the butt joint between the legs of the steel structure column and the base;

S6)拆除辅助构件(根据实际需要,也可以不拆除); S6) Remove auxiliary components (according to actual needs, it may not be removed);

S7)后续处理:在基座底板11和立柱底板32的周围支起模板,对立柱底板32和基座底板11之间的缝隙进行二次混凝土浇筑,即可完成立柱的施工。 S7) Subsequent processing: set up formwork around the base plate 11 and the column base plate 32, and perform secondary concrete pouring on the gap between the column base plate 32 and the base plate 11 to complete the construction of the column.

请参阅图5所示,本发明竖向对接作业辅助构件的第二实施方式包括下端辅助构件40和上端辅助构件42。下端辅助构件40包括用于与其他元件连接的固定部400和设有导向斜面402的导向部,还开设有用于与上端辅助构件42连接的连接孔404和便于自身吊装的吊装孔406。上端辅助构件42包括用于与其他元件连接的固定部420,并开设有用于与下端辅助构件40连接的连接孔422。 Please refer to FIG. 5 , the second embodiment of the auxiliary member for vertical docking operation of the present invention includes a lower auxiliary member 40 and an upper auxiliary member 42 . The lower auxiliary component 40 includes a fixing part 400 for connecting with other components and a guiding part provided with a guide slope 402 , and a connecting hole 404 for connecting with the upper auxiliary component 42 and a hoisting hole 406 for self-hoisting. The upper auxiliary member 42 includes a fixing portion 420 for connecting with other elements, and defines a connecting hole 422 for connecting with the lower auxiliary member 40 .

请同时参阅图4所示,使用本发明竖向对接作业辅助构件的第二实施方式对两根柱子50、52进行空中对接作业,包括以下步骤: Please refer to Fig. 4 at the same time, using the second embodiment of the vertical docking operation auxiliary member of the present invention to perform aerial docking operation on two columns 50, 52, including the following steps:

S01)对接物项准备,此步骤与传统施工方式基本相同,即将下端柱子50施工就位,上端柱子52也准备完毕,等待对接; S01) Docking item preparation, this step is basically the same as the traditional construction method, that is, the construction of the lower column 50 is in place, and the upper column 52 is also prepared, waiting for docking;

S02)根据柱子50、52及空中作业辅助构件40、42的具体尺寸,精确放线定位,放线时注意上端辅助构件42和下端辅助构件40的位置需错开; S02) According to the specific dimensions of the pillars 50, 52 and aerial work auxiliary components 40, 42, accurately set out the positioning, and pay attention to the position of the upper auxiliary component 42 and the lower auxiliary component 40 need to be staggered when setting out the line;

S03)严格按照放线位置安装辅助构件40、42,其中,下端辅助构件40通过其吊装孔406吊至指定位置,并将固定部400焊接于下端柱子50,上端辅助构件42在地面上将固定部420焊接于上端柱子52; S03) Install the auxiliary components 40 and 42 in strict accordance with the setting-out position, wherein the lower auxiliary component 40 is hoisted to the designated position through its hoisting hole 406, and the fixing part 400 is welded to the lower column 50, and the upper auxiliary component 42 is fixed on the ground. The part 420 is welded to the upper column 52;

S04)吊装及组对:在吊装过程中,先将上端柱子52引至下端辅助构件40的范围内,然后使上端柱子53抵在下端辅助构件40的导向斜面402上,再平缓下降即可快速完成精确组对,最后进行吊车摘勾;组对好的两根柱子50、52如图6所示,两个辅助构件40、42的对应连接孔404和422彼此对齐; S04) Hoisting and assembly: During the hoisting process, first lead the upper column 52 to the range of the lower auxiliary component 40, then make the upper column 53 touch the guide slope 402 of the lower auxiliary component 40, and then gently descend to quickly Accurate pairing is completed, and finally the crane is unhooked; the two pillars 50 and 52 that have been paired are shown in Figure 6, and the corresponding connecting holes 404 and 422 of the two auxiliary components 40 and 42 are aligned with each other;

S05)按设计要求利用螺栓螺母通过连接孔404、422将辅助构件40和42;连接固定,完成两根柱子50、52的对接。 S05) According to design requirements, use bolts and nuts to connect and fix the auxiliary components 40 and 42 through the connection holes 404 and 422 to complete the butt joint of the two columns 50 and 52 .

可见,本实施方式中起导向作用的是下端辅助构件40,而上端辅助构件42仅是为取代原设计的连接形式而设置。也就是说,当原设计的连接形式可被取代时,采用上端辅助构件42能够更快速便捷地实现与下端辅助构件40的螺栓连接,此时整个辅助构件在对接中起的是导向定位和连接的双重作用。 It can be seen that the lower auxiliary member 40 plays a guiding role in this embodiment, and the upper auxiliary member 42 is only provided to replace the originally designed connection form. That is to say, when the connection form of the original design can be replaced, the bolt connection with the lower auxiliary member 40 can be realized more quickly and conveniently by using the upper auxiliary member 42. At this time, the whole auxiliary member plays a role of guiding positioning and connection in the butt joint. dual role.

在其他实施方式中,当原设计的连接形式不可取代时,上端辅助构件42将被取消,只留下下端辅助构件40,此时,辅助构件仅起导向定位作用;步骤S05的连接将采用原设计方式进行,并且根据实际情况,增加拆除辅助构件的步骤S06。 In other embodiments, when the originally designed connection form is irreplaceable, the upper auxiliary member 42 will be canceled and only the lower auxiliary member 40 will be left. At this time, the auxiliary member only plays a guiding and positioning role; the connection in step S05 will use the original The design method is carried out, and according to the actual situation, the step S06 of removing the auxiliary component is added.

通过以上描述可以看出,本发明利用辅助构件的导向斜面对待对接物项进行导向及精度定位,因此无需人工便能够便捷、快速、精确地完成组对,在降低对接作业难度、提高对接作业精度的同时,还可以缩减吊装时间及吊车占用时间,因此能够对降低施工建造成本、提高施工建造经济性起到积极的作用。 It can be seen from the above description that the present invention utilizes the guiding slope of the auxiliary component to guide and accurately position the docking items, so that the assembly can be completed conveniently, quickly and accurately without manual labor, and it can reduce the difficulty of docking operations and improve the accuracy of docking operations. At the same time, it can also reduce the hoisting time and crane occupancy time, so it can play a positive role in reducing construction costs and improving construction economy.

根据上述说明书的揭示和教导,本发明所属领域的技术人员还可以对上述实施方式进行适当的变更和修改。因此,本发明并不局限于上面揭示和描述的具体实施方式,对本发明的一些修改和变更也应当落入本发明的权利要求的保护范围内。此外,尽管本说明书中使用了一些特定的术语,但这些术语只是为了方便说明,并不对本发明构成任何限制。 According to the disclosure and teaching of the above specification, those skilled in the art to which the present invention pertains can also make appropriate changes and modifications to the above embodiment. Therefore, the present invention is not limited to the specific embodiments disclosed and described above, and some modifications and changes to the present invention should also fall within the protection scope of the claims of the present invention. In addition, although some specific terms are used in this specification, these terms are only for convenience of description and do not constitute any limitation to the present invention.

Claims (10)

1. 一种竖向对接作业辅助构件,其特征在于:包括固定部和导向部,导向部包括导向斜面,固定部用于将辅助构件固定于邻近第一个对接物项对接面的位置处,固定好的辅助构件的导向斜面倾斜地面向第二个对接物项的对接插入方向,以在第二个对接物项插入时对其进行导向和定位。 1. An auxiliary component for vertical docking operation, characterized in that: it includes a fixed portion and a guide portion, the guide portion includes a guide slope, and the fixed portion is used to fix the auxiliary component at a position adjacent to the butt joint surface of the first docking item, The guide inclined surface of the fixed auxiliary component is obliquely facing the docking insertion direction of the second docking item, so as to guide and position the second docking item when it is inserted. 2. 根据权利要求1所述的竖向对接作业辅助构件,其特征在于:所述固定部通过螺栓螺母的配合或是以焊接的方式固定于地面或第一个对接物项上。 2. The auxiliary member for vertical docking operation according to claim 1, wherein the fixing part is fixed on the ground or the first docking item through the cooperation of bolts and nuts or by welding. 3. 根据权利要求1或2所述的竖向对接作业辅助构件,其特征在于:所述辅助构件上还开设有吊装孔。 3. The auxiliary member for vertical docking operation according to claim 1 or 2, characterized in that: the auxiliary member is also provided with a hoisting hole. 4. 根据权利要求1或2所述的竖向对接作业辅助构件,其特征在于:所述辅助构件上还开设有用于与其他辅助构件连接固定的连接孔。 4. The auxiliary member for vertical docking operation according to claim 1 or 2, characterized in that: the auxiliary member is also provided with connection holes for connecting and fixing with other auxiliary members. 5. 一种竖向对接作业施工方法,其特征在于,包括以下步骤: 5. A vertical butt joint operation construction method, is characterized in that, comprises the following steps: 准备对接物项,并将第一个对接物项定位; Prepare docking items and position the first docking item; 准备一个以上设有导向斜面的辅助构件,将所述辅助构件安装在第一个对接物项或其邻近位置处,使辅助构件的导向斜面都倾斜地面向第二个对接物项的对接插入方向; Prepare more than one auxiliary component with a guide slope, install the auxiliary component on the first docking item or its adjacent position, so that the guide slopes of the auxiliary component are obliquely facing the docking insertion direction of the second docking item ; 将第二个对接物项吊装插入对接位置完成两个对接物项的组对,辅助构件的导向斜面在第二个对接物项插入时对其起导向和精确定位作用;以及 The second docking item is hoisted and inserted into the docking position to complete the pairing of the two docking items, and the guide slope of the auxiliary component guides and precisely positions the second docking item when it is inserted; and 对两个对接物项进行连接固定。 Connect and fix the two docking items. 6. 根据权利要求5所述的竖向对接作业施工方法,其特征在于:安装辅助构件前需进行精确放线定位,辅助构件的安装是严格按照放线位置进行的。 6. The construction method of vertical docking operation according to claim 5, characterized in that: accurate setting-out positioning is required before installing auxiliary components, and the installation of auxiliary components is carried out strictly according to the setting-out position. 7. 根据权利要求5或6所述的竖向对接作业施工方法,其特征在于:所述辅助构件也可以仅安装于第二个对接物项或其邻近位置处,或者同时安装于两个对接物项或其邻近位置处。 7. The construction method for vertical docking operation according to claim 5 or 6, characterized in that: the auxiliary component can also be installed only on the second docking item or its adjacent position, or on two docking items at the same time item or its vicinity. 8. 根据权利要求7所述的竖向对接作业施工方法,其特征在于:所述部分辅助构件上开设有吊装孔。 8. The construction method for vertical docking operation according to claim 7, characterized in that: said part of the auxiliary components are provided with hoisting holes. 9. 根据权利要求7所述的竖向对接作业施工方法,其特征在于:所述辅助构件同时安装于两个对接物项时,辅助构件上开设连接孔,两个对接物项进行连接固定后,利用螺栓螺母通过连接孔将不同对接物项上的辅助构件连接为一体。 9. The construction method for vertical docking operation according to claim 7, characterized in that: when the auxiliary member is installed on two docking items at the same time, a connecting hole is opened on the auxiliary member, and after the two docking items are connected and fixed , using bolts and nuts to connect the auxiliary components on different docking items through connecting holes. 10. 根据权利要求7所述的竖向对接作业施工方法,其特征在于:两个对接物项进行连接固定后,拆除辅助构件,并根据需要对两个对接物项进行后续处理。 10. The construction method for vertical docking operation according to claim 7, characterized in that: after the two docking items are connected and fixed, the auxiliary components are removed, and the two docking items are subjected to subsequent processing as required.
CN2011102835929A 2011-09-22 2011-09-22 Auxiliary component and construction method for vertical docking operation Pending CN102409866A (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107243728A (en) * 2017-07-03 2017-10-13 中国华冶科工集团有限公司 Auxiliary installation device and auxiliary installation method
CN109296061A (en) * 2018-11-30 2019-02-01 中国冶集团有限公司 The simple aligning device of vestibule supporting leg and installation method
CN111550023A (en) * 2020-05-18 2020-08-18 杜书影 Construction method for mounting and fixing building prefabricated part
GB2587840A (en) * 2019-05-24 2021-04-14 Smartroof Ltd An arrangement and method for installing a modular roofing component

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000291262A (en) * 1999-04-07 2000-10-17 Shimizu Corp Erection piece for column construction and column construction method
JP2004068385A (en) * 2002-08-06 2004-03-04 Shimizu Corp Adjustment structure for steel pipe columns
JP4298714B2 (en) * 2006-03-31 2009-07-22 株式会社ホクコン Block height adjuster and block stacking method
CN201778256U (en) * 2010-09-21 2011-03-30 尹学军 Splicing and positioning fixture of prefabricated slab ballast

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2000291262A (en) * 1999-04-07 2000-10-17 Shimizu Corp Erection piece for column construction and column construction method
JP2004068385A (en) * 2002-08-06 2004-03-04 Shimizu Corp Adjustment structure for steel pipe columns
JP4298714B2 (en) * 2006-03-31 2009-07-22 株式会社ホクコン Block height adjuster and block stacking method
CN201778256U (en) * 2010-09-21 2011-03-30 尹学军 Splicing and positioning fixture of prefabricated slab ballast

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107243728A (en) * 2017-07-03 2017-10-13 中国华冶科工集团有限公司 Auxiliary installation device and auxiliary installation method
CN107243728B (en) * 2017-07-03 2020-07-14 中国华冶科工集团有限公司 Auxiliary installation device and auxiliary installation method
CN109296061A (en) * 2018-11-30 2019-02-01 中国冶集团有限公司 The simple aligning device of vestibule supporting leg and installation method
GB2587840A (en) * 2019-05-24 2021-04-14 Smartroof Ltd An arrangement and method for installing a modular roofing component
GB2587840B (en) * 2019-05-24 2024-01-10 Smartroof Ltd An arrangement and method for installing a modular roofing component
CN111550023A (en) * 2020-05-18 2020-08-18 杜书影 Construction method for mounting and fixing building prefabricated part

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