CN111549903A - Super large entrance to a cave ALC board assembly steel frame structure - Google Patents

Super large entrance to a cave ALC board assembly steel frame structure Download PDF

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Publication number
CN111549903A
CN111549903A CN202010487948.XA CN202010487948A CN111549903A CN 111549903 A CN111549903 A CN 111549903A CN 202010487948 A CN202010487948 A CN 202010487948A CN 111549903 A CN111549903 A CN 111549903A
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window
window opening
alc
opening
steel
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王志刚
谢晓沛
王健
李强
相林林
吕振洋
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China Xinxing Construction Engineering Co ltd
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China Xinxing Construction Engineering Co ltd
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/24Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of metal
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38Connections for building structures in general
    • E04B1/41Connecting devices specially adapted for embedding in concrete or masonry
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2/82Removable non-load-bearing partitions; Partitions with a free upper edge characterised by the manner in which edges are connected to the building; Means therefor; Special details of easily-removable partitions as far as related to the connection with other parts of the building
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/74Removable non-load-bearing partitions; Partitions with a free upper edge
    • E04B2002/7461Details of connection of sheet panels to frame or posts

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

本发明公开了一种超大洞口ALC板装配钢框结构,包括建筑结构的上下层楼板,上下层楼板之间设有窗洞口,窗洞口与上下楼板之间分别铺设上窗ALC板和下窗ALC板,其中,在窗洞口宽度两侧分别设置有方管立柱,方管立柱上下两端分别与上楼板预埋件和下楼板预埋件焊接固定,在两个方管立柱之间分别设置有窗洞口上梁和窗洞口下梁,窗洞口上梁和窗洞口下梁两端分别与两侧方管立柱焊接固定,在窗洞口上梁的上端表面通过螺钉设置有U型卡,所述上窗ALC板卡入U型卡拼装在窗洞口上梁与上楼板之间,上窗ALC板上端面与上楼板通过粘接剂挤压固定,所述下窗ALC板上下两端通过粘接剂挤压拼装在窗洞口下梁与下楼板之间。

Figure 202010487948

The invention discloses a super-large opening ALC plate assembling steel frame structure, comprising upper and lower floors of a building structure, a window opening is arranged between the upper and lower floors, and an upper window ALC plate and a lower window ALC are respectively laid between the window opening and the upper and lower floors. Square tube columns are respectively arranged on both sides of the width of the window opening, and the upper and lower ends of the square tube columns are welded and fixed with the pre-embedded parts of the upper floor and the pre-embedded parts of the lower floor respectively. The upper beam of the window opening and the lower beam of the window opening, the two ends of the upper beam of the window opening and the lower beam of the window opening are respectively welded and fixed with the square tube columns on both sides, and the upper end surface of the upper beam of the window opening is provided with a U-shaped card by screws, and the upper window ALC board card The U-shaped card is assembled between the upper beam and the upper floor at the opening of the window, the end face of the upper window ALC board and the upper floor are extruded and fixed by the adhesive, and the upper and lower ends of the lower window ALC board are extruded and assembled on the upper floor by the adhesive. Between the lower beam and the lower floor of the window opening.

Figure 202010487948

Description

一种超大洞口ALC板装配钢框结构A super-large hole ALC plate assembly steel frame structure

技术领域technical field

本发明涉及一种超大洞口ALC板装配钢框结构。The invention relates to a steel frame structure for assembling an ALC plate with a super large opening.

背景技术Background technique

钢结构框架建筑,采用装配式ALC蒸压加气混凝土制品,根据功能和外观需求洞口尺寸超过现行规范,如何保证使用功能消除质量隐患,采用传统混凝土抱框无法满足现行装配式需求,显然费工费时不是好的方法;按照现行规范ALC蒸压加气混凝土又无法牢固固定门或窗框,反复荷载会导致门窗松动、洞口周边漏水、内装饰面开裂等问题。变更设计缩小洞口尺寸无法满足人民对日益美好生活环境的向往需求,需要考虑如何增加洞口的牢固性、安全性及经济性,显然需要认真考虑如何结合现行装配式趋势解决ALC蒸压加气混凝土条板超大洞口做法问题。The steel structure frame building adopts prefabricated ALC autoclaved aerated concrete products. According to the requirements of function and appearance, the size of the hole exceeds the current specifications. How to ensure the use of functions and eliminate hidden dangers in quality? The traditional concrete frame cannot meet the current prefabricated requirements, which is obviously labor-intensive Time-consuming is not a good method; according to the current specification, ALC autoclaved aerated concrete cannot firmly fix the door or window frame. Repeated loading will cause problems such as loosening of doors and windows, water leakage around openings, and cracking of interior decorative surfaces. Changing the design and reducing the size of the opening cannot meet the people's desire for an increasingly better living environment. It is necessary to consider how to increase the firmness, safety and economy of the opening. Obviously, it is necessary to seriously consider how to combine the current prefabricated trend to solve the ALC autoclaved aerated concrete strip. The problem of the oversized hole in the board.

发明内容SUMMARY OF THE INVENTION

本发明的目的在于提供一种超大洞口ALC板装配钢框结构;钢框通过化学锚栓和上下楼承板连接,钢框上部方钢梁承托其上部ALC蒸压加气混凝土条板,下部角钢扣紧其下部ALC蒸压加气混凝土条板,门框或窗附框与钢框焊接,克服了反复荷载会导致门窗松动、洞口周边漏水、内装饰面开裂等问题。The purpose of the present invention is to provide a kind of super large opening ALC plate assembly steel frame structure; The angle steel is fastened to the lower ALC autoclaved aerated concrete slats, and the door frame or the window attachment frame is welded to the steel frame, which overcomes the problems of loose doors and windows, water leakage around the opening, and cracking of the interior decoration surface caused by repeated loads.

为了实现上述目的,本发明的技术方案是:一种超大洞口ALC板装配钢框结构,包括建筑结构的上下层楼板,上下层楼板之间设有窗洞口,窗洞口宽度不小于2400mm,窗洞口与上下楼板之间分别铺设上窗ALC板和下窗ALC板,其中,在窗洞口宽度两侧分别设置有方管立柱,方管立柱上下两端分别与上楼板预埋件和下楼板预埋件焊接固定,在两个方管立柱之间分别设置有窗洞口上梁和窗洞口下梁,窗洞口上梁和窗洞口下梁两端分别与两侧方管立柱焊接固定,在窗洞口上梁的上端表面通过螺钉设置有U型卡,所述上窗ALC板卡入U型卡拼装在窗洞口上梁与上楼板之间,上窗ALC板上端面与上楼板通过粘接剂挤压固定,所述下窗ALC板上下两端通过粘接剂挤压拼装在窗洞口下梁与下楼板之间。In order to achieve the above object, the technical scheme of the present invention is: a super-large opening ALC plate assembling steel frame structure, including the upper and lower floors of the building structure, between the upper and lower floors, a window opening is provided, and the width of the window opening is not less than 2400mm. The upper window ALC board and the lower window ALC board are respectively laid between the upper and lower floors. Among them, square tube columns are arranged on both sides of the width of the window opening, and the upper and lower ends of the square tube columns are respectively embedded with the pre-embedded parts of the upper floor and the lower floor. The upper beam of the window opening and the lower beam of the window opening are respectively set between the two square tube columns. A U-shaped card is provided by screws, and the upper window ALC board is inserted into the U-shaped card and assembled between the upper beam and the upper floor of the window opening, and the end face of the upper window ALC board and the upper floor are extruded and fixed by adhesive. The upper and lower ends of the ALC plate of the lower window are extruded and assembled between the lower beam of the window opening and the lower floor slab through adhesive extrusion.

方案进一步是:所述方管立柱是横截面为150mm×200mm、钢板厚度是6mm的钢方管立柱,所述窗洞口上梁是横截面为150mm×200mm、钢板厚度是6mm的钢方管上梁,所述窗洞口下梁是110mm×110mm、钢板厚度是8mm的角钢下梁。The scheme is further as follows: the square tube column is a steel square tube column with a cross-section of 150mm×200mm and a steel plate thickness of 6mm, and the upper beam of the window opening is a steel square tube with a cross-section of 150mm×200mm and a steel plate thickness of 6mm. The lower beam of the window opening is an angle steel lower beam with a thickness of 110mm×110mm and a steel plate thickness of 8mm.

方案进一步是:所述预埋件包括280mm×200mm、厚度是8mm的钢板,在上下层楼板预埋设置有凸出的至少4个螺栓,钢板对应4个螺栓设置有透孔,钢板的透孔套入螺栓通过螺母将钢板紧贴楼板固定,所述方管立柱上下两端分别与上楼板预埋钢板和下楼板预埋钢板焊接固定。The plan is further as follows: the embedded parts include steel plates with a thickness of 280mm×200mm and a thickness of 8mm, at least 4 protruding bolts are pre-embedded on the upper and lower floor slabs, and the steel plates are provided with through holes corresponding to the 4 bolts, and the through holes of the steel plates are provided. Set the bolts to fix the steel plate against the floor plate through nuts, and the upper and lower ends of the square tube column are respectively welded and fixed with the pre-embedded steel plate of the upper floor and the pre-embedded steel plate of the lower floor.

方案进一步是:所述粘接剂是建筑发泡胶或者水泥泥浆。The solution is further as follows: the adhesive is building foam glue or cement slurry.

方案进一步是:上窗ALC板的上端与上层楼板之间留有至少5mm的间隙,5mm的间隙用粘接剂填充压实,下窗ALC板的上下端分别与窗洞口下梁和下层楼板之间留有至少5mm的间隙,5mm的间隙用粘接剂填充压实。The plan is further as follows: there is a gap of at least 5mm between the upper end of the upper window ALC board and the upper floor slab, the 5mm gap is filled with adhesive and compacted, and the upper and lower ends of the lower window ALC board are respectively connected with the lower beam of the window opening and the lower floor slab. Leave a gap of at least 5mm between them, and the gap of 5mm is filled and compacted with adhesive.

本发明的有益效果是:通过方钢梁及上U型卡以及角钢梁固定其上下部ALC增压加气混凝土条板,防止其因自重过大或水平荷载而脱落;门框或窗附框与钢框焊接将荷载通过梁柱传递至上下楼承板,避免墙体直接承受荷载,克服了反复荷载会导致门窗松动、洞口周边漏水、内装饰面开裂等问题。The beneficial effects of the present invention are as follows: the upper and lower ALC pressurized aerated concrete strips are fixed by the square steel beam, the upper U-shaped card and the angle steel beam to prevent it from falling off due to excessive self-weight or horizontal load; the door frame or the window is attached to the frame Welding with the steel frame transfers the load to the upper and lower floor decks through the beams and columns, avoiding the wall directly bearing the load, and overcoming the problems of loose doors and windows, water leakage around the opening, and cracking of the interior decorative surface caused by repeated loads.

下面结合附图和实施例对本发明进行详细描述。The present invention will be described in detail below with reference to the accompanying drawings and embodiments.

附图说明Description of drawings

图1是本发明结构示意图;Fig. 1 is the structural representation of the present invention;

图2是预埋件钢板结构示意图。Figure 2 is a schematic diagram of the steel plate structure of the embedded part.

具体实施方式Detailed ways

一种超大洞口ALC板装配钢框结构,如图1和图2所示,包括建筑结构的上层楼板1和下层楼板2,上下层楼板之间设有窗洞口3,ALC板装配钢框结构用于窗洞口宽度是不小于2400mm的窗洞口,窗洞口与上下楼板之间分别铺设上窗ALC板4和下窗ALC板5,其中,在窗洞口宽度两侧分别设置有方管立柱6,方管立柱上下两端分别与上楼板预埋件7和下楼板预埋件8焊接固定,在两个方管立柱之间分别设置有窗洞口上梁9和窗洞口下梁10,窗洞口上梁和窗洞口下梁两端分别与两侧方管立柱焊接固定,在窗洞口上梁的上端表面通过螺钉设置有U型卡11,所述上窗ALC板卡入U型卡拼装在窗洞口上梁与上楼板之间,上窗ALC板4上端面与上楼板通过粘接剂挤压固定,所述下窗ALC板上下两端通过粘接剂挤压拼装在窗洞口下梁与下楼板之间,其中的粘接剂可以是建筑发泡胶,也可以是水泥泥浆。为了便于安装,上窗ALC板4的上端与上层楼板1之间留有至少5mm的间隙,5mm的间隙用粘接剂填充压实,下窗ALC板5的上下端分别与窗洞口下梁10和下层楼板2之间留有至少5mm的间隙,5mm的间隙用粘接剂填充压实。A super-large opening ALC board assembled steel frame structure, as shown in Figure 1 and Figure 2, includes the upper floor 1 and the lower floor 2 of the building structure, and there is a window opening 3 between the upper and lower floors. The ALC board is used for assembling the steel frame structure. For the window opening whose width is not less than 2400mm, the upper window ALC board 4 and the lower window ALC board 5 are respectively laid between the window opening and the upper and lower floor slabs. The upper and lower ends of the tube column are welded and fixed with the upper floor embedded part 7 and the lower floor embedded part 8 respectively, and between the two square tube columns are respectively provided with window opening upper beam 9 and window opening lower beam 10, window opening upper beam and window opening The two ends of the lower beam of the opening are respectively welded and fixed with the square tube columns on both sides, and the upper end surface of the upper beam of the window opening is provided with a U-shaped card 11 through screws. Between the upper floor slabs, the upper end face of the upper window ALC board 4 and the upper floor slab are extruded and fixed by adhesive, and the upper and lower ends of the lower window ALC board are extruded and assembled between the lower beam and the lower floor slab at the window opening, The adhesive can be building foam glue or cement slurry. In order to facilitate installation, there is a gap of at least 5mm between the upper end of the upper window ALC board 4 and the upper floor 1, and the 5mm gap is filled and compacted with adhesive. The upper and lower ends of the lower window ALC board 5 are respectively connected with the lower beam 10 of the window opening There should be at least a 5mm gap between it and the lower floor slab 2, and the 5mm gap should be filled and compacted with adhesive.

其中:所述方管立柱是横截面为150mm×200mm、钢板厚度是6mm的钢方管立柱,所述窗洞口上梁是横截面为150mm×200mm、钢板厚度是6mm的钢方管上梁,所述窗洞口下梁是110mm×110mm、钢板厚度是8mm的角钢下梁。Wherein: the square tube column is a steel square tube column with a cross section of 150mm×200mm and a steel plate thickness of 6mm, and the upper beam of the window opening is a steel square tube upper beam with a cross section of 150mm×200mm and a steel plate thickness of 6mm, The lower beam of the window opening is an angle steel lower beam with a thickness of 110mm×110mm and a steel plate thickness of 8mm.

如图2所示,所述预埋件包括280mm×200mm、厚度是8mm的钢板701,801,在上下层楼板预埋设置有凸出的至少4个螺栓,所述的预埋设置可以是浇筑楼板是的预埋,也可以是浇筑后钻孔设置的膨胀螺栓,钢板对应4个螺栓设置有透孔,钢板的透孔套入螺栓通过螺母将钢板紧贴楼板固定,所述方管立柱上下两端分别与上楼板预埋钢板和下楼板预埋钢板焊接固定,图2中的A区域是方管立柱的焊接区域,可以通过设置凸起的围框保证方管立柱定位在焊接区域内,方便定位焊接,方管立柱的垂直度通过将透孔设置为长孔,并与螺栓进行配打进行调节。As shown in FIG. 2 , the embedded parts include steel plates 701 and 801 with a thickness of 280 mm×200 mm and a thickness of 8 mm, and at least four protruding bolts are pre-embedded on the upper and lower floor slabs. It can also be an expansion bolt set by drilling holes after pouring. The steel plate is provided with through holes corresponding to 4 bolts. The through holes of the steel plate are inserted into the bolts to fix the steel plate against the floor through nuts. The upper and lower ends of the square tube column It is welded and fixed with the pre-embedded steel plate of the upper floor and the pre-embedded steel plate of the lower floor respectively. Area A in Figure 2 is the welding area of the square tube column. The square tube column can be positioned in the welding area by setting a raised frame, which is convenient for positioning. Welding, the verticality of the square tube column is adjusted by setting the through hole as a long hole and matching with the bolt.

Claims (5)

1.一种超大洞口ALC板装配钢框结构,包括建筑结构的上下层楼板,上下层楼板之间设有窗洞口,窗洞口宽度不小于2400mm,窗洞口与上下楼板之间分别铺设上窗ALC板和下窗ALC板,其特征在于,在窗洞口宽度两侧分别设置有方管立柱,方管立柱上下两端分别与上楼板预埋件和下楼板预埋件焊接固定,在两个方管立柱之间分别设置有窗洞口上梁和窗洞口下梁,窗洞口上梁和窗洞口下梁两端分别与两侧方管立柱焊接固定,在窗洞口上梁的上端表面通过螺钉设置有U型卡,所述上窗ALC板卡入U型卡拼装在窗洞口上梁与上楼板之间,上窗ALC板上端面与上楼板通过粘接剂挤压固定,所述下窗ALC板上下两端通过粘接剂挤压拼装在窗洞口下梁与下楼板之间。1. A super-large opening ALC plate assembly steel frame structure, including the upper and lower floors of the building structure, a window opening is arranged between the upper and lower floors, the window opening width is not less than 2400mm, and the upper window ALC is laid between the window opening and the upper and lower floors respectively. The panel and the lower window ALC panel are characterized in that square tube columns are respectively arranged on both sides of the width of the window opening, and the upper and lower ends of the square tube columns are respectively welded and fixed with the pre-embedded parts of the upper floor and the pre-embedded parts of the lower floor. The upper beam of the window opening and the lower beam of the window opening are respectively arranged between the pipe uprights. Both ends of the upper beam of the window opening and the lower beam of the window opening are respectively welded and fixed with the square tube uprights on both sides. The upper window ALC board is clamped into a U-shaped card and assembled between the upper beam and the upper floor slab at the window opening, the upper window ALC board end surface and the upper floor slab are extruded and fixed by an adhesive, and the lower window ALC board upper and lower ends pass through. The adhesive is extruded and assembled between the lower beam and the lower floor of the window opening. 2.根据权利要求1所述的超大洞口ALC板装配钢框结构,其特征在于,所述方管立柱是横截面为150mm×200mm、钢板厚度是6mm的钢方管立柱,所述窗洞口上梁是横截面为150mm×200mm、钢板厚度是6mm的钢方管上梁,所述窗洞口下梁是110mm×110mm、钢板厚度是8mm的角钢下梁。2. The super-large opening ALC plate assembling steel frame structure according to claim 1, wherein the square tube column is a steel square tube column with a cross section of 150mm×200mm and a steel plate thickness of 6mm, and the window opening is The beam is a steel square tube upper beam with a cross section of 150mm×200mm and a steel plate thickness of 6mm, and the window opening lower beam is an angle steel lower beam with a steel plate thickness of 110mm×110mm and a steel plate thickness of 8mm. 3.根据权利要求1或2所述的超大洞口ALC板装配钢框结构,其特征在于,所述预埋件包括280mm×200mm、厚度是8mm的钢板,在上下层楼板预埋设置有凸出的至少4个螺栓,钢板对应4个螺栓设置有透孔,钢板的透孔套入螺栓通过螺母将钢板紧贴楼板固定,所述方管立柱上下两端分别与上楼板预埋钢板和下楼板预埋钢板焊接固定。3. The super-large opening ALC plate assembly steel frame structure according to claim 1 or 2, wherein the embedded part comprises a steel plate with a thickness of 280mm×200mm and a thickness of 8mm, and the upper and lower floor slabs are pre-embedded and provided with protrusions. There are at least 4 bolts in the steel plate, and the steel plate is provided with through holes corresponding to the 4 bolts. The through holes of the steel plate are inserted into the bolts to fix the steel plate against the floor through nuts. The embedded steel plate is welded and fixed. 4.根据权利要求1所述的超大洞口ALC板装配钢框结构,其特征在于,所述粘接剂是建筑发泡胶或者水泥泥浆。4 . The super-large hole ALC board assembly steel frame structure according to claim 1 , wherein the adhesive is building foam or cement slurry. 5 . 5.根据权利要求1所述的超大洞口ALC板装配钢框结构,其特征在于,上窗ALC板的上端与上层楼板之间留有至少5mm的间隙,5mm的间隙用粘接剂填充压实,下窗ALC板的上下端分别与窗洞口下梁和下层楼板之间留有至少5mm的间隙,5mm的间隙用粘接剂填充压实。5. super-large opening ALC plate assembly steel frame structure according to claim 1, is characterized in that, between the upper end of upper window ALC plate and the upper floor slab, a gap of at least 5mm is left, and the gap of 5mm is filled and compacted with adhesive , There is a gap of at least 5mm between the upper and lower ends of the ALC plate of the lower window and the lower beam of the window opening and the lower floor slab, and the gap of 5mm is filled and compacted with adhesive.
CN202010487948.XA 2020-06-02 2020-06-02 Super large entrance to a cave ALC board assembly steel frame structure Pending CN111549903A (en)

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CN114250885A (en) * 2022-01-28 2022-03-29 中建科工集团有限公司 Construction method of assembled ALC outer wall window opening
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CN117052017A (en) * 2023-08-17 2023-11-14 中建三局集团(浙江)有限公司 A construction method for horizontal laying of ALC wall panels

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Application publication date: 20200818