CN112031175A - A kind of prefabricated box house structure and construction method thereof - Google Patents
A kind of prefabricated box house structure and construction method thereof Download PDFInfo
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- E—FIXED CONSTRUCTIONS
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- 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
- E04B1/348—Structures composed of units comprising at least considerable parts of two sides of a room, e.g. box-like or cell-like units closed or in skeleton form
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- E—FIXED CONSTRUCTIONS
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- 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
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Abstract
Description
技术领域technical field
本发明属于箱型房屋的技术领域,具体涉及一种装配式箱型房屋结构及其施工方法。The invention belongs to the technical field of box-type houses, and in particular relates to a prefabricated box-type house structure and a construction method thereof.
背景技术Background technique
在国家大力推进装配式建筑发展的背景下,装配式箱型房屋作为一种高效、节能、环保、符合可持续发展方针的绿色建筑具有良好前景。然而现有的装配式箱型房屋,无论是传统的集装箱式房屋还是打包箱都存在有竖向构件不连续、节点连接刚度较弱的问题,本发明提出了一种具有“柱贯通”特点的结构体系及施工方法,保证了竖向构件的连续性和节点连接刚度,同时又具有箱式房屋打包方便、便于运输和安装的特点。In the context of the country's vigorous promotion of the development of prefabricated buildings, prefabricated box houses have good prospects as a green building that is efficient, energy-saving, environmentally friendly, and in line with sustainable development guidelines. However, the existing prefabricated box houses, whether it is a traditional container house or a packing box, have the problems of discontinuous vertical components and weak joint connection stiffness. The structural system and the construction method ensure the continuity of the vertical members and the connection stiffness of the nodes, and at the same time have the characteristics of convenient packing, convenient transportation and installation of the box-type house.
发明内容SUMMARY OF THE INVENTION
为了解决上述技术问题,本发明采用如下技术方案:In order to solve the above-mentioned technical problems, the present invention adopts the following technical solutions:
一种装配式箱型房屋结构,包括标准层单元,标准层单元包括四根竖直布置的标准层单元方管立柱,每根标准层单元方管立柱的上部、中部、下部相对位置都设有多个螺栓孔,标准层单元方管立柱上的多个螺栓孔横向、纵向贯穿标准层单元方管立柱,标准层单元方管立柱的中部焊接有两个定位支托,每两个标准层单元方管立柱之间设有一个标准层单元“C”型梁,标准层单元方管立柱与标准层单元“C”型梁共同围成矩形框架结构,标准层单元“C”型梁上设有标准层预制整体式楼板,标准层单元“C”型梁与标准层预制整体式楼板通过栓钉连接成标准层单元专用装配一体式楼盖,标准层单元顶部安装有顶层单元,顶层单元的结构与标准层单元近似,顶层单元包括四根竖直布置的顶层单元方管立柱,每根顶层单元方管立柱的上部、下部相对位置都设有多个螺栓孔,顶层单元方管立柱上的多个螺栓孔横向、纵向贯穿顶层单元方管立柱,顶层单元方管立柱的上部焊接有两个定位支托,每两个顶层单元方管立柱之间设有一个顶层单元“C”型梁,顶层单元“C”型梁的结构与标准层单元“C”型梁相同,顶层单元“C”型梁与顶层单元方管立柱顶部相对位置固定连接,顶层单元方管立柱与顶层单元“C”型梁共同围成矩形框架结构,顶层单元“C”型梁顶部安装有顶层单元预制整体式楼板,顶层单元“C”型梁与顶层单元预制整体式楼板通过栓钉连接成顶层单元专用装配一体式楼盖,标准层单元底部设有底层单元,底层单元包括四根竖直布置的底层单元方管立柱,顶层单元方管立柱和顶层单元“C”型梁的连接结构与标准层单元“C”型梁和标准层单元方管立柱的连接结构相同,标准层单元水平四周方向设有多个其他的标准层单元,多个标准层单元相互连接,底层单元水平四周方向设有多个其他的底层单元,多个底层单元相互连接,顶层单元水平四周方向设有多个其他的顶层单元,多个顶层单元相互连接,顶层单元方管立柱与对应的标准层单元方管立柱通过内套筒固定连接, 底层单元与标准层单元之间通过对应的内套筒固定连接。A prefabricated box-type house structure includes a standard floor unit, the standard floor unit includes four vertically arranged standard floor unit square tube columns, and the upper, middle and lower relative positions of each standard floor unit square tube column are provided with Multiple bolt holes, the multiple bolt holes on the standard floor unit square tube column horizontally and vertically penetrate the standard floor unit square tube column, the middle of the standard floor unit square tube column is welded with two positioning supports, every two standard floor units There is a standard floor unit "C" beam between the square tube columns. The standard floor unit square tube column and the standard floor unit "C" beam together form a rectangular frame structure. The standard floor unit "C" beam is provided with Standard floor prefabricated monolithic floor slab, standard floor unit "C" beam and standard floor prefabricated monolithic floor slab are connected by bolts to form a special assembled monolithic floor for standard floor unit, top unit is installed on top of standard floor unit, structure of top unit Similar to the standard floor unit, the top unit includes four vertically arranged top unit square tube columns. The upper and lower relative positions of each top unit square tube column are provided with multiple bolt holes. Each bolt hole penetrates the top unit square tube column horizontally and longitudinally, two positioning supports are welded on the upper part of the top unit square tube column, and there is a top unit "C" beam between every two top unit square tube columns. The structure of the unit "C" beam is the same as that of the standard floor unit "C" beam. The top unit "C" beam is fixedly connected to the top of the top unit square tube column, and the top unit square tube column and the top unit "C" type The beams together form a rectangular frame structure. The top unit "C" beam is installed with the top unit prefabricated monolithic floor. The top unit "C" beam and the top unit prefabricated monolithic floor are connected by bolts to form a special assembly for the top unit. Floor, the bottom unit of the standard floor unit is provided with a ground floor unit, the ground floor unit includes four vertically arranged square tube columns of the bottom unit, the connection structure of the square tube column of the top unit and the "C" beam of the top unit and the standard floor unit "C" The connection structure of the beam and the square tube column of the standard floor unit is the same. The standard floor unit is provided with a number of other standard floor units in the horizontal direction, and the multiple standard floor units are connected to each other. Unit, a plurality of bottom units are connected to each other, a plurality of other top units are arranged around the horizontal direction of the top unit, a plurality of top units are connected to each other, the top unit square tube column and the corresponding standard layer unit square tube column are fixedly connected through the inner sleeve. , the bottom unit and the standard layer unit are fixedly connected through the corresponding inner sleeve.
进一步的,顶层单元预制整体式楼板的四个角部的相对位置设有用于避让顶层单元方管立柱的缺口,标准层预制整体式楼板的四个角部的相对位置设有用于避让标准层单元方管立柱的缺口;四根顶层单元方管立柱与四根标准层单元方管立柱与四根底层单元方管立柱的位置分别相对应,顶层单元预制整体式楼板的位置与标准层预制整体式楼板的位置相对应。Further, the relative positions of the four corners of the prefabricated monolithic floor slab of the top unit are provided with gaps for avoiding the square tube columns of the top unit, and the relative positions of the four corners of the prefabricated monolithic floor slab of the standard floor are provided to avoid the standard floor unit. The gap of the square tube column; the positions of the four top unit square tube columns and the four standard floor unit square tube columns and the four bottom unit square tube columns correspond respectively, and the position of the top unit prefabricated integral floor slab is the same as that of the standard floor unit prefabricated integral floor slab. The position of the floor slab corresponds.
进一步的,标准层单元方管立柱、底层单元方管立柱底部设有底板,底层单元方管立柱下部约3倍柱截面宽度的高度范围内的四周设有多个栓钉,底层单元方管立柱前侧面、后侧面、左侧面、右侧面底部相对位置都设有一个半长圆孔,底板上设有多个锚栓孔。Further, the standard floor unit square tube column and the bottom unit square tube column are provided with a bottom plate at the bottom, and the lower part of the bottom unit square tube column is provided with a plurality of studs around the height within the height range of about 3 times the column section width, and the bottom unit square tube column The front side, the rear side, the left side, and the bottom of the right side are provided with a semi-oblong hole in relative positions, and the bottom plate is provided with a plurality of anchor bolt holes.
进一步的,相邻的顶层单元之间的连接结构、相邻的标准层单元之间的连接结构相同;相邻两个标准层单元内部的标准层单元方管立柱固定连接时,标准层单元方管立柱与标准层单元方管立柱之间设有一字形填压板,相邻三个标准层单元内部的标准层单元方管立柱固定连接时,标准层单元方管立柱与标准层单元方管立柱之间设有“L”形填压板,相邻四个标准层单元内部的标准层单元方管立柱固定连接时,标准层单元方管立柱与标准层单元方管立柱之间设有十字形填压板。Further, the connection structure between adjacent top-level units and the connection structure between adjacent standard-level units are the same; when the standard-level unit square tube columns inside two adjacent standard-level units are fixedly connected, the standard-level unit There is an in-line packing plate between the tube column and the standard floor unit square tube column. When the standard floor unit square tube column inside the adjacent three standard floor units is fixedly connected, the standard floor unit square tube column and the standard floor unit square tube column are connected. There is an "L"-shaped filling plate between the four adjacent standard floor units. When the standard floor unit square tube columns in the adjacent four standard floor units are fixedly connected, there is a cross-shaped filling plate between the standard floor unit square tube column and the standard floor unit square tube column. .
进一步的,标准层单元“C”型梁两端设有端板,端板的尺寸大于标准层单元“C”型梁的横截面尺寸,端板上设有用于加强端板强度的加劲板,端板下部与定位支托接触。Further, end plates are provided at both ends of the "C" beam of the standard floor unit, the size of the end plate is larger than the cross-sectional dimension of the "C" beam of the standard floor unit, and the end plate is provided with a stiffening plate for strengthening the strength of the end plate, The lower part of the end plate is in contact with the positioning support.
上述一种装配式箱型房屋结构的施工方法,其特征在于包括以下步骤:The construction method of the above-mentioned prefabricated box-type house structure is characterized by comprising the following steps:
S1、在基础上安装底层单元,将半层高的底层单元方管立柱与基础里面的预埋件通过柱脚连接固定;S1. Install the bottom unit on the foundation, and connect the half-height bottom unit square tube column with the embedded parts in the foundation through the column foot;
S2、安装标准层单元中的标准层单元方管立柱,首先将内套筒安装在下层方管立柱内,保证套筒和方管立柱相应的对穿螺栓孔对齐,安装位于下层方管立柱的的对穿螺栓,将套筒固定到位,然后安装上层方管立柱,保证套筒与位于上层方管立柱相应的对穿螺栓孔对齐,并保证上下方管立柱在竖直方向上的垂直度,安装位于上层方管立柱的对穿螺栓,完成方管立柱的内套筒拼接;S2. To install the standard floor unit square tube column in the standard floor unit, first install the inner sleeve in the lower square tube column to ensure that the corresponding opposite bolt holes of the sleeve and the square tube column are aligned, and install the square tube column located on the lower layer. Fix the sleeve in place, and then install the upper square tube column to ensure that the sleeve is aligned with the corresponding opposite bolt hole located on the upper square tube column, and ensure the verticality of the upper and lower tube columns in the vertical direction. Install the opposite bolts on the upper square tube column to complete the inner sleeve splicing of the square tube column;
S3、安装标准层单元中的标准层单元专用装配一体式楼盖,将标准层单元专用装配一体式楼盖吊装到层高位置,使得标准层单元“C”型梁上的端板定位缺口与标准层单元方管立柱中部的定位支托凸起处咬合;然后对穿螺栓通过对穿螺栓穿过端板、标准层单元方管立柱和对应的填压板连接相同方向上的对应的标准层单元“C”型梁;S3. Install the special assembly integrated floor for the standard floor unit in the standard floor unit, and hoist the special assembled integrated floor for the standard floor unit to the storey height position, so that the end plate positioning gap on the "C" beam of the standard floor unit is the same as that of the standard floor unit. The positioning support protrusions in the middle of the square tube column of the standard floor unit are engaged; then the opposite bolts pass through the end plate, the standard floor unit square tube column and the corresponding filling plate to connect the corresponding standard floor units in the same direction. "C" beam;
S4、待现场固定包括标准层单元“C”型梁和标准层预制整体式楼板的整体楼盖以后,用高标号混凝土将箱体之间填缝;S4. After the overall floor including the standard floor unit "C" beam and the standard floor prefabricated integral floor slab is fixed on site, use high-grade concrete to fill the joints between the boxes;
S5、重复上述步骤继续安装多个标准层单元,直至符合设计高度;S5. Repeat the above steps to continue installing multiple standard floor units until the design height is met;
S6、安装顶层单元,将对应的内套筒和对应的填压板放置到位,通过对穿螺栓安装顶层单元方管立柱,完成方管立柱拼接;然后吊装顶层单元专用装配一体式楼盖,使得顶层单元“C”型梁上的端板定位缺口与顶层单元方管立柱中部的定位支托凸起处咬合。将顶层单元专用装配一体式楼盖用对穿螺栓固定到顶层单元方管立柱上,最后用高标号混凝土将箱体之间填缝。S6. Install the top unit, place the corresponding inner sleeve and the corresponding packing plate in place, and install the top unit square tube column through the opposite bolts to complete the splicing of the square tube column; The positioning notch of the end plate on the "C" beam of the unit is engaged with the positioning support protrusion in the middle of the square tube column of the top unit. Fix the top-level unit's special assembled one-piece floor to the top-level unit square tube column with through bolts, and finally fill the joints between the boxes with high-grade concrete.
相对于现有技术,本发明的有益效果为:Compared with the prior art, the beneficial effects of the present invention are:
本发明中,本发明采用“柱贯通式”结构,相较于现有的在竖向角部件连接形式,极大的改善了构件在竖直方向上的连续性,提高了结构的整体性,可以减少结构在横向荷载作用下的位移。在标准层单元中采用的预制整体式楼板具有“一板两用”的优点,即预制整体式楼板是上层的底板也是下层的顶板,与传统的箱型房屋相比节省了材料,减轻结构整体自重,同时降低造价。将竖向构件的拼接与水平构件的连接分别设计在结构的不同位置,避免出现复杂节点情况和由于连接位置集中导致构件受力复杂的情况。In the present invention, the present invention adopts a "column through-type" structure, which greatly improves the continuity of the components in the vertical direction and improves the integrity of the structure compared with the existing connection form of vertical corner parts. The displacement of the structure under lateral loads can be reduced. The prefabricated monolithic floor slab used in the standard floor unit has the advantage of "one board for two purposes", that is, the prefabricated monolithic floor slab is the bottom plate of the upper layer and the top plate of the lower layer, which saves materials compared with the traditional box house and reduces the overall structure of the building. Self-weight, while reducing the cost. The splicing of the vertical members and the connection of the horizontal members are designed at different positions of the structure to avoid the complex node situation and the complex stress of the members due to the concentration of connection positions.
附图说明Description of drawings
图1为本发明的结构示意图;Fig. 1 is the structural representation of the present invention;
图2为标准层单元的结构示意图;Fig. 2 is the structural representation of standard layer unit;
图3为标准层单元的爆炸图;Figure 3 is an exploded view of a standard layer unit;
图4为顶层单元的结构示意图;Fig. 4 is the structural representation of the top unit;
图5为顶层单元的爆炸图;Figure 5 is an exploded view of the top unit;
图6为底层单元的结构示意图;Fig. 6 is the structural representation of bottom unit;
图7为底层单元方管立柱的结构示意图;Fig. 7 is the structural schematic diagram of the bottom unit square tube column;
图8为标准层单元方管立柱与标准层单元“C”型梁的示意图;Figure 8 is a schematic diagram of a standard floor unit square tube column and a standard floor unit "C" beam;
图9为两个标准层单元方管立柱的示意图;9 is a schematic diagram of two standard layer unit square tube columns;
图10为两个标准层单元方管立柱的爆炸图;Figure 10 is an exploded view of two standard floor unit square tube columns;
图11为三个标准层单元方管立柱连接的示意图;Figure 11 is a schematic diagram of the connection of three standard layer unit square tube columns;
图12为三个标准层单元方管立柱连接的爆炸图;Figure 12 is an exploded view of the connection of three standard layer unit square tube columns;
图13为四个标准层单元方管立柱连接的示意图;Figure 13 is a schematic diagram of the connection of four standard layer unit square tube columns;
图14为四个标准层单元方管立柱连接的爆炸图;Figure 14 is an exploded view of the connection of four standard floor unit square tube columns;
图15为标准层单元方管立柱与顶层单元方管立柱的示意图;Figure 15 is a schematic diagram of the standard floor unit square tube column and the top unit square tube column;
图16为标准层单元方管立柱与顶层单元方管立柱的剖视图;16 is a cross-sectional view of the standard floor unit square tube column and the top unit square tube column;
图17为两个标准层单元方管立柱与两个顶层单元方管立柱的剖视图;17 is a cross-sectional view of two standard floor unit square tube columns and two top unit square tube columns;
图18为三个标准层单元方管立柱与三个顶层单元方管立柱的剖视图;Figure 18 is a cross-sectional view of three standard floor unit square tube columns and three top unit square tube columns;
图19为四个标准层单元方管立柱与四个顶层单元方管立柱的剖视图。FIG. 19 is a cross-sectional view of four standard floor unit square tube columns and four top unit square tube columns.
图中:1.标准层单元,2.标准层单元方管立柱,3.标准层单元“C”型梁,4.标准层预制整体式楼板,5.顶层单元,6.顶层单元方管立柱,7.顶层单元“C”型梁,8.顶层单元预制整体式楼板,9.内套筒,10.底层单元,11.底层单元方管立柱,12.底板,13.锚栓孔,14.半长圆孔,15.栓钉,16.端板,17.加劲板,18.一字形填压板,19.“L”形填压板,20.十字形填压板,21.定位支托。In the picture: 1. Standard floor unit, 2. Standard floor unit square tube column, 3. Standard floor unit "C" beam, 4. Standard floor prefabricated monolithic floor, 5. Top unit, 6. Top unit square tube column , 7. Top unit "C" beam, 8. Top unit prefabricated monolithic floor, 9. Inner sleeve, 10. Bottom unit, 11. Bottom unit square tube column, 12. Bottom plate, 13. Anchor bolt hole, 14 .Semi-oblong hole, 15. Stud, 16. End plate, 17. Stiffening plate, 18. Flat-shaped filling plate, 19. "L"-shaped filling plate, 20. Cross-shaped filling plate, 21. Positioning support.
具体实施方式Detailed ways
实施例:如图1至图19所示,包括标准层单元1,标准层单元1包括四根竖直布置的标准层单元方管立柱2,每根标准层单元方管立柱2的上部、中部、下部相对位置都设有多个螺栓孔,标准层单元方管立柱2上的多个螺栓孔横向、纵向贯穿标准层单元方管立柱2,标准层单元方管立柱2的中部焊接有两个定位支托21,每两个标准层单元方管立柱2之间设有一个标准层单元“C”型梁3,标准层单元方管立柱2与标准层单元“C”型梁3共同围成矩形框架结构,标准层单元“C”型梁3上设有标准层预制整体式楼板4,标准层单元“C”型梁3与标准层预制整体式楼板4通过栓钉连接成标准层单元专用装配一体式楼盖,标准层单元1顶部安装有顶层单元5,顶层单元5的结构与标准层单元1近似,顶层单元5包括四根竖直布置的顶层单元方管立柱6,每根顶层单元方管立柱6的上部、下部相对位置都设有多个螺栓孔,顶层单元方管立柱6上的多个螺栓孔横向、纵向贯穿顶层单元方管立柱6,顶层单元方管立柱6的上部焊接有两个定位支托21,每两个顶层单元方管立柱6之间设有一个顶层单元“C”型梁7,顶层单元“C”型梁7的结构与标准层单元“C”型梁3相同,顶层单元“C”型梁7与顶层单元方管立柱6顶部相对位置固定连接,顶层单元方管立柱6与顶层单元“C”型梁7共同围成矩形框架结构,顶层单元“C”型梁7顶部安装有顶层单元预制整体式楼板8,顶层单元“C”型梁7与顶层单元预制整体式楼板8通过栓钉连接成顶层单元专用装配一体式楼盖,标准层单元1底部设有底层单元10,底层单元10包括四根竖直布置的底层单元方管立柱11,顶层单元方管立柱6和顶层单元“C”型梁7的连接结构与标准层单元“C”型梁3和标准层单元方管立柱2的连接结构相同,标准层单元1水平四周方向设有多个其他的标准层单元,多个标准层单元相互连接,底层单元10水平四周方向设有多个其他的底层单元,多个底层单元相互连接,顶层单元5水平四周方向设有多个其他的顶层单元,多个顶层单元相互连接,顶层单元方管立柱6与对应的标准层单元方管立柱2通过内套筒9固定连接, 底层单元10与标准层单元1之间通过对应的内套筒9固定连接。Example: As shown in Figures 1 to 19, the
顶层单元预制整体式楼板8的四个角部的相对位置设有用于避让顶层单元方管立柱6的缺口,标准层预制整体式楼板4的四个角部的相对位置设有用于避让标准层单元方管立柱2的缺口;四根顶层单元方管立柱6与四根标准层单元方管立柱2与四根底层单元方管立柱11的位置分别相对应,顶层单元预制整体式楼板8的位置与标准层预制整体式楼板4的位置相对应。The relative positions of the four corners of the prefabricated
标准层单元方管立柱2、底层单元方管立柱11底部设有底板12,底层单元方管立柱11下部约3倍柱截面宽度的高度范围内的四周设有多个栓钉15,底层单元方管立柱11前侧面、后侧面、左侧面、右侧面底部相对位置都设有一个半长圆孔14,底板12上设有多个锚栓孔13。The standard floor unit
相邻的顶层单元5之间的连接结构、相邻的标准层单元1之间的连接结构相同;相邻两个标准层单元1内部的标准层单元方管立柱2固定连接时,标准层单元方管立柱2与标准层单元方管立柱2之间设有一字形填压板18,相邻三个标准层单元1内部的标准层单元方管立柱2固定连接时,标准层单元方管立柱2与标准层单元方管立柱2之间设有“L”形填压板19,相邻四个标准层单元1内部的标准层单元方管立柱2固定连接时,标准层单元方管立柱2与标准层单元方管立柱2之间设有十字形填压板20。The connection structure between the adjacent top-
标准层单元“C”型梁3两端设有端板16,端板16的尺寸大于标准层单元“C”型梁3的横截面尺寸,端板16上设有用于加强端板16强度的加劲板17,端板下部与定位支托21接触。The standard floor unit "C"
上述一种装配式箱型房屋结构的施工方法,其特征在于包括以下步骤:The construction method of the above-mentioned prefabricated box-type house structure is characterized by comprising the following steps:
S1、在基础上安装底层单元10,将半层高的底层单元方管立柱11与基础里面的预埋件通过柱脚连接固定;S1. Install the
S2、安装标准层单元1中的标准层单元方管立柱2,首先将内套筒9安装在下层方管立柱内,保证套筒和方管立柱相应的对穿螺栓孔对齐,安装位于下层方管立柱的的对穿螺栓,将套筒固定到位,然后安装上层方管立柱,保证套筒与位于上层方管立柱相应的对穿螺栓孔对齐,并保证上下方管立柱在竖直方向上的垂直度,安装位于上层方管立柱的对穿螺栓,完成方管立柱的内套筒拼接;S2. Install the standard layer unit
S3、安装标准层单元1中的标准层单元专用装配一体式楼盖,将标准层单元专用装配一体式楼盖吊装到层高位置,使得标准层单元“C”型梁3上的端板定位缺口与标准层单元方管立柱2中部的定位支托凸起处咬合;然后对穿螺栓通过对穿螺栓穿过端板16、标准层单元方管立柱2和对应的填压板连接相同方向上的对应的标准层单元“C”型梁3;S3. Install the integrated floor for the standard floor unit in the
S4、待现场固定包括标准层单元“C”型梁3和标准层预制整体式楼板4的整体楼盖以后,用高标号混凝土将箱体之间填缝;S4. After the integral floor covering including the standard floor unit "C"-shaped
S5、重复上述步骤继续安装多个标准层单元1,直至符合设计高度;S5. Repeat the above steps to continue to install multiple
S6、安装顶层单元5,将对应的内套筒和对应的填压板放置到位,通过对穿螺栓安装顶层单元方管立柱6,完成方管立柱拼接;然后吊装顶层单元专用装配一体式楼盖,使得顶层单元“C”型梁7上的端板定位缺口与顶层单元方管立柱6中部的定位支托凸起处咬合。将顶层单元专用装配一体式楼盖用对穿螺栓固定到顶层单元方管立柱6上,最后用高标号混凝土将箱体之间填缝。S6. Install the
方管立柱是在层高一半的位置处进行拼接,拼接方式采用内套筒的形式。套筒选用方形截面,其外部尺寸与方管立柱内部尺寸相同。在套筒的四个面上开设的对穿螺栓孔要与拼接处方管立柱上下两端螺栓孔位置对应,大小相同。在上下两根方管立柱拼接处,相互垂直的两个方向的对穿螺栓穿过方管立柱和套筒将上下方管立柱连接起来。在上下四根、六根、八根方管立柱拼接处,在相邻的方管立柱空隙之间放置一字型、角形、十字形填压板,用相互垂直的两个方向的对穿螺栓穿过方管立柱、套筒和填压板将拼接处的方管立柱连接。C型梁之间的连接:在同一楼层平面内,长边相邻的两个箱型房屋,其短边方向上的C型梁通过同一组对穿螺栓和填压板固定在相邻的两根方管立柱上。相同的,短边相邻的两个箱型房屋,其长边方向上的C型梁通过同一组对穿螺栓和填压板固定在相邻的两根方管立柱上。同一水平高度的同层可以设置多个标准层单元1,每个标准层单元1的上部下部都可以安装其他的标准层单元1,多个标准层单元1之间相互连接,多个标准层单元1之间相互连接时设有相应的内套筒9。The square tube column is spliced at half the height of the floor, and the splicing method is in the form of an inner sleeve. The sleeve adopts a square section, and its external dimensions are the same as the internal dimensions of the square tube column. The opposite bolt holes opened on the four sides of the sleeve should correspond to the positions of the bolt holes at the upper and lower ends of the spliced prescription pipe column, and have the same size. Where the upper and lower square tube uprights are spliced, opposite bolts in two directions perpendicular to each other pass through the square tube uprights and the sleeve to connect the upper and lower tube uprights. At the splices of the upper and lower four, six, and eight square tube columns, place in-line, angular, and cross-shaped filling plates between the gaps between adjacent square tube columns, and pass through the opposite bolts in two directions perpendicular to each other. The square tube column, the sleeve and the packing plate connect the square tube column at the splicing point. Connection between C-beams: In the same floor plane, the C-beams in the short-side direction of two adjacent box-type houses are fixed to the adjacent two through the same set of opposite bolts and filling plates. on the square tube column. In the same way, for the two adjacent box-shaped houses on the short side, the C-beams in the long side direction are fixed on the two adjacent square tube columns through the same set of opposite bolts and packing plates. Multiple
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