CN111927249A - Integrally prefabricated embedded bay window, connecting joint and manufacturing method - Google Patents

Integrally prefabricated embedded bay window, connecting joint and manufacturing method Download PDF

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Publication number
CN111927249A
CN111927249A CN202010955454.XA CN202010955454A CN111927249A CN 111927249 A CN111927249 A CN 111927249A CN 202010955454 A CN202010955454 A CN 202010955454A CN 111927249 A CN111927249 A CN 111927249A
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China
Prior art keywords
bay window
plate
steel
fixed
bottom plate
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CN202010955454.XA
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CN111927249B (en
Inventor
周敬德
杨恩喜
周忠定
丁波
施建新
周燕
孙宏运
孙杰
丁健
黄毓祺
张维喜
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Longyuan Mingzhu Science And Technology Co ltd
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Longyuan Mingzhu Science And Technology Co ltd
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Priority to CN202010955454.XA priority Critical patent/CN111927249B/en
Publication of CN111927249A publication Critical patent/CN111927249A/en
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    • EFIXED CONSTRUCTIONS
    • E06DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06BFIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B1/00Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
    • E06B1/70Sills; Thresholds
    • E06B1/702Window sills
    • 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
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • EFIXED CONSTRUCTIONS
    • E06DOORS, WINDOWS, SHUTTERS, OR ROLLER BLINDS IN GENERAL; LADDERS
    • E06BFIXED OR MOVABLE CLOSURES FOR OPENINGS IN BUILDINGS, VEHICLES, FENCES OR LIKE ENCLOSURES IN GENERAL, e.g. DOORS, WINDOWS, BLINDS, GATES
    • E06B1/00Border constructions of openings in walls, floors, or ceilings; Frames to be rigidly mounted in such openings
    • E06B1/56Fastening frames to the border of openings or to similar contiguous frames

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  • Engineering & Computer Science (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Architecture (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Bay Windows, Entrances, And Structural Adjustments Related Thereto (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

The invention discloses an integrally prefabricated embedded bay window, a connecting node and a manufacturing method, and belongs to the field of assembly type buildings. The integrally prefabricated embedded bay window can be processed and assembled in a factory except for the connecting position of the frame beam and the floor slab, forms a complete product and can be adapted to the traditional frame structure, a Prefabricated Concrete (PC) structure and a steel structure fabricated building structure. This whole prefabricated embedded window that wafts has the advantage in two respects: on one hand, the overall quality and precision of the bay window are ensured; on the other hand, the interior and exterior decoration, the interior heat preservation and the fire prevention of the bay window component are all finished in a workshop, so that the field construction is reduced, and the construction efficiency is improved.

Description

Integrally prefabricated embedded bay window, connecting joint and manufacturing method
Technical Field
The invention belongs to the field of assembly type buildings, and particularly relates to a prefabricated bay window structure for an assembly type building.
Background
The traditional force-bearing component of the civil construction bay window generally comprises an upper bay plate, a window top beam connected with the upper bay plate, a lower bay plate, a window bottom beam connected with the lower bay plate, a concrete component cast in site construction, an outer enclosure wall body and the like, the construction process comprises wall building, steel bar binding, supporting, concrete casting, maintenance, form removal and the like, when the bay window is installed, a window frame is required to be conveyed to the bay window plate position for alignment and fixation, and the processes of caulking, gap filling, bay window plate waterproof and heat insulation, outer wall painting decoration, inner wall painting decoration, window sash installation and the like are carried out. For example, the invention patent with the application number of CN2013106966668. X provides a construction method of a cantilever bay window plate concrete integral pouring structure, in the invention, the bay window plate position is reserved in the concrete wall body construction process, the upper bay window plate, the window upper connecting beam and the upper floor slab are poured simultaneously, the lower bay window plate and the upper part of the window lower connecting beam are poured simultaneously, and the construction method can be applied to the construction of the non-floor type bay window of the cast-in-place concrete shear wall structure house.
The construction process of the traditional steel structure bay window comprises the steps of welding steel columns on two sides with a main body frame on site, welding steel frames on an upper layer and a lower layer of a prefabricated bay window with the steel columns on the two sides according to upper and lower required positions, then binding steel bars, supporting and touching, pouring concrete, maintaining, removing a mold and the like, carrying a window frame to the bay window plate position for alignment and fixing when the bay window is installed, and carrying out the processes of caulking, joint filling, waterproof and heat preservation of the bay window plate, exterior wall painting decoration, interior wall painting decoration, window sash installation and the like. In addition, the prefabricated bay window structure is complicated in the subsequent installation process, and the prefabricated structure of the prefabricated bay window structure needs to be finely adjusted according to different peripheral structures of the wall body at the installation position, so that the complexity of field construction is greatly increased, and the assembly efficiency is reduced. For example, the invention patent with the application number of CN201810235282.1 provides a mounting structure and a mounting method of a prefabricated bay window, wherein the mounting structure comprises the prefabricated bay window, a prefabricated outer wall, a preformed hole, a positioning embedded part, a connecting piece, an insulating layer and a protective layer. However, the bay window is prefabricated with the prefabricated outer wall and the window body together, and is not suitable for different wall structures.
The two methods have the problems of large field construction amount, complex process, multiple working procedures, slow progress, low efficiency, long period, difficult quality control and the like, and the whole operation process of constructors is outdoor operation and high-altitude operation, so that the working environment is poor and potential safety hazards exist.
Therefore, although the traditional steel structure bay window steel beam is convenient to install, the overall construction of the bay window cannot reflect the industry development directions of energy conservation, prefabrication and assembly, and the overall built-in structure needs to spend a large amount of time on site for maintenance and decoration.
Therefore, it is an urgent technical problem to design a prefabricated bay window structure capable of realizing high prefabrication and having fewer field construction processes.
Disclosure of Invention
The invention aims to overcome the defects in the prior art and provide an integrally prefabricated embedded bay window, which can realize high prefabrication, reduce the procedures required by field construction and meet the development directions of energy conservation, prefabrication and assembly of an assembly type building.
The invention adopts the following specific technical scheme:
in a first aspect, the invention provides an integrally prefabricated embedded bay window, which comprises a bay window top plate, a bay window bottom plate and two upright posts; the upright column is a concrete column with built-in steel components, the steel components in the column are arranged along the center of the column in a through manner, a top hanging connecting piece used for being connected with the bottom surface of an external upper frame beam is fixed at the top end of each steel component, and a bottom bracing connecting piece used for being connected with the top surface of a floor slab is fixed at the bottom end of each steel component; the two upright posts are arranged in parallel and at intervals; the bay window top plate and the bay window bottom plate are both arranged on the same side of the plane where the two upright posts are arranged in an overhanging manner, three overhanging sides in a clamping space of the bay window top plate and the bay window bottom plate are enclosed by the outer vertical surface of the bay window, and the rest side is open to form an outward protruding bay window body; the fixed ends of the bay window top plate and the bay window bottom plate are connected with the two upright posts into a whole, and the bay window body is supported by the upright posts on the two sides; the utility model discloses a window bottom plate of wafing, including the window roof that wafts, the window roof that wafts is last along the installation face parallel and level of hanging the connecting piece with both sides top, the stiff end of the window bottom plate that wafts is unsettled for the bottom of two stands, and is located the space of wafing window bottom plate stiff end below between two stands and is filled by the wallboard, and the lower edge and the both sides end of wallboard prop connecting piece bottom parallel and level.
Preferably, a fireproof layer, an insulating layer and an inner decoration layer are paved on the inner wall surface of the bay window body.
Preferably, in the column, the steel member is an I-steel, and the steel member is wrapped by reinforced concrete to form a section steel concrete column with a rectangular section; preferably, a hoisting connecting piece is fixedly connected to a web plate of the I-shaped steel, and the hoisting connecting piece is further preferably an internal thread sleeve with an opening positioned on the surface of the upright post.
Furthermore, the bay window top plate and/or the bay window bottom plate are of reinforced concrete structures, and two sides of the reinforced concrete structures are supported by steel beams; the reinforced concrete structure consists of a fixed end and a cantilever plate, and the cross section of the reinforced concrete structure is in a straight shape; the reinforcing steel bars at the fixed end of the bay window bottom plate and the reinforcing steel bars in the two upright posts are fixedly bound and welded, and the bay window bottom plate and the concrete of the upright posts are integrally poured; one end of a steel beam on each side of the bay window bottom plate is fixed on a steel member in the upright post on the same side through a cantilever, a reinforcing structure is arranged at a fixed position, and the other end of the steel beam extends into the cantilever plate to be fixed; preferably, the steel beam is a channel steel; preferably, the reinforcing structure is a reinforcing rib arranged on the I-shaped steel. For the convenience of the following description, the scheme is referred to as a "straight-line scheme".
Preferably, the bay window top plate is of a reinforced concrete structure consisting of a fixed end and a cantilever plate, the fixed end of the bay window top plate is upturned relative to the cantilever plate, and the cross section of the bay window top plate is L-shaped; the reinforcing bar of stiff end and the reinforcing bar in two stands pass through the ligature welded fastening, and the concrete body of window roof and stand that wafts is pour.
Preferably, the bay window bottom plate is of a reinforced concrete structure consisting of a fixed end and a cantilever plate, the fixed end of the bay window bottom plate is turned downwards relative to the cantilever plate, and the cross section of the bay window bottom plate is in an inverted L shape; the reinforcing steel bar of stiff end and the reinforcing steel bar in two stands pass through the ligature welded fastening, and the concrete body of window bottom plate and stand that wafts is pour.
As another preferred, the top-hung connecting piece is an upper end plate horizontally fixed at the top of the steel member, a plurality of first bolt holes are formed in the upper end plate, and each first bolt hole is coaxially fixed with a threaded sleeve.
As another preferred, the bottom brace connecting piece include lower end plate and lower connecting plate, lower end plate horizontal fixation in the bottom of steel member, lower connecting plate vertical fixation in lower end plate bottom surface, and seted up the second bolt hole on the lower connecting plate.
Preferably, all or part of the bay window facade is a glass window.
As another preferred mode, the wallboard adopts light wallboard.
As another preferred mode, the bottom surfaces of the bay window top plate and the bay window bottom plate are both provided with water dripping lines, and the top surface of the bay window top plate is provided with a running water slope.
In a second aspect, the invention provides a connecting node of an integrally prefabricated embedded bay window and a building structure according to any one of the first aspect, wherein the embedded bay window is installed between an upper frame beam and a floor slab on the same floor of the building structure through two upright posts; the top parts of the two upright posts are fixedly connected with the bottom surface of the upper frame beam through top-hanging connecting pieces, and the bottom parts of the two upright posts are fixedly supported with an external connecting piece preset on the surface of the floor slab through bottom-supporting connecting pieces; two stands are embedded for the outer wall face, the window body that wafts is encorbelmented on the protrusion in building structure's outer wall body, and the last edge and the last frame roof beam bottom surface joint of the window roof board stiff end that wafts, the lower edge and the floor top surface joint of wallboard.
Preferably, the upper frame beam is an I-shaped steel, and the top hanging connecting piece is in bolted connection with a lower flange of the upper frame beam; the external connecting piece is connected with the bottom support connecting piece through a bolt.
In a third aspect, the present invention provides a method for manufacturing an integrally prefabricated embedded bay window according to any one of the first aspect except for the "in-line type solution", comprising the steps of:
s1: a horizontal upper end plate is welded and fixed at the top of the I-shaped steel, a plurality of first bolt holes are formed in the upper end plate, and a threaded sleeve is coaxially fixed at each first bolt hole on the bottom surface of the upper end plate; a horizontal lower end plate is welded and fixed at the bottom of the I-shaped steel, a vertical lower connecting plate is welded and fixed on the bottom surface of the lower end plate, and a plurality of second bolt holes are formed in the lower connecting plate; a hoisting connecting piece is welded and fixed on a web plate of the I-shaped steel;
s2: the peripheral four long corner punishment of I-steel in S1 do not lead to long arrangement twisted steel to it is fixed according to the ligature of design distance in length direction to return the type reinforcing bar, forms the inside steel construction of stand:
s3: arranging, binding and fixing steel bars in the bay window respectively aiming at a bay window top plate with an L-shaped section and a bay window bottom plate with an inverted L-shaped section to form an internal steel structure of the bay window top plate and an internal steel structure of the bay window bottom plate;
s4: placing the two groups of upright post internal steel structures and the wallboard obtained in the S2, and the bay window top plate internal steel structures and the bay window bottom plate internal steel structures obtained in the S3 into a concrete pouring mold in sequence, and binding, welding and fixing the bay window top plate internal steel structures and the bay window bottom plate internal steel structures with the steel bars in the two groups of upright post internal steel structures; adjusting the distance between each steel structure and the die to a design value;
s5: pouring the mixed concrete into a mould to form a combined prefabricated member with the upright post, the bay window top plate and the bay window bottom plate integrated;
s6: after the concrete is initially set, the mould is dismantled and the internal combined prefabricated part is maintained continuously;
s7: in the combined prefabricated member after maintenance, the inner surfaces of the bay window top plate and the bay window bottom plate are pasted and fixed with heat insulation plates;
s8: glass windows are respectively installed on three overhanging sides in a clamping space formed by the bay window top plate and the bay window bottom plate to form a closed bay window outer vertical surface;
s9: and finishing the fixation of the interior decorative material of the prefabricated bay window according to the design drawing, and finishing the manufacture of the integrally prefabricated embedded bay window.
In a fourth aspect, the present invention provides a method for manufacturing an integrally prefabricated embedded bay window according to the "in-line solution" in the first aspect, which is characterized by comprising the following steps:
s1: a horizontal upper end plate is welded and fixed at the top of the I-shaped steel, a plurality of first bolt holes are formed in the upper end plate, and a threaded sleeve is coaxially fixed at each first bolt hole on the bottom surface of the upper end plate; a horizontal lower end plate is welded and fixed at the bottom of the I-shaped steel, a vertical lower connecting plate is welded and fixed on the bottom surface of the lower end plate, and a plurality of second bolt holes are formed in the lower connecting plate; welding and fixing reinforcing ribs on two sides of a web plate at the position where the H-shaped steel is provided with the bay window bottom plate; a hoisting connecting piece is welded and fixed on a web plate of the I-shaped steel;
s2: cantilever-welding steel beams at reinforcing ribs of the I-steel in the S1, wherein the steel beams are vertical to the I-steel;
s3: respectively arranging threaded reinforcing steel bars at four long corners on the periphery of the I-steel in the S2 in a through length mode, and binding and fixing the threaded reinforcing steel bars in the length direction according to the designed distance to form a steel structure inside the upright post;
s4: arranging, binding and fixing the steel bars in the bay window respectively aiming at the bay window top plate with the L-shaped section and the bay window bottom plate with the straight-line-shaped section to form an internal steel structure of the bay window top plate and an internal steel structure of the bay window bottom plate;
s5: placing the two groups of upright post internal steel structures and the wallboard obtained in the S3, and the floating window top plate internal steel structures and the floating window bottom plate internal steel structures obtained in the S4 into a concrete pouring mold in sequence, binding and welding the floating window top plate internal steel structures and the floating window bottom plate internal steel structures with the reinforcing steel bars in the two groups of upright post internal steel structures, and fixing, wherein the reinforcing steel bars in the floating window bottom plate penetrate through the reinforcing steel bar holes in the steel beams and extend to the edge of the floating window bottom plate; adjusting the distance between each steel structure and the die to a design value;
s6: pouring the mixed concrete into a mould to form a combined prefabricated member with the upright post, the bay window top plate and the bay window bottom plate integrated;
s7: after the concrete is initially set, the mould is dismantled and the internal combined prefabricated part is maintained continuously;
s8: in the combined prefabricated member after maintenance, the inner surfaces of the bay window top plate and the bay window bottom plate are pasted and fixed with heat insulation plates;
s9: glass windows are respectively installed on three overhanging sides in a clamping space formed by the bay window top plate and the bay window bottom plate to form a closed bay window outer vertical surface;
s10: and finishing the fixation of the interior decorative material of the prefabricated bay window according to the design drawing, and finishing the manufacture of the integrally prefabricated embedded bay window.
Compared with the prior art, the invention has the following beneficial effects:
the integrally prefabricated embedded bay window can be processed and assembled in a factory except for the connecting position with the frame beam and the floor slab to form a complete product, and can be adapted to the traditional frame structure, the prefabricated assembled concrete (PC) structure and the steel structure assembled building structure in an embedded mode. This whole prefabricated embedded window that wafts has the advantage in two respects: on one hand, the integral quality and precision of the bay window are ensured (the embedding of the edge seams among the window frame, the upper bay window plate, the lower bay window plate and the bay window upright post adopts adhesive tapes, so that the impermeability and the air tightness of the part of the joint are improved); on the other hand, the interior and exterior decoration, the interior heat preservation and the fire prevention of the bay window component are all finished in a workshop, so that the field construction is reduced, and the construction efficiency is improved.
Drawings
FIG. 1 is an elevation view of a first type of integrally prefabricated embedded bay window;
FIG. 2 is a cross-sectional view A-A of the integrally prefabricated embedded bay window of FIG. 1;
FIG. 3 is a three-dimensional view of the prefabricated member of the steel structure inside the columns of the integrally prefabricated embedded bay window of FIG. 1;
FIG. 4 is a schematic view of a connection node (not shown in an outer vertical surface) between the integrally prefabricated embedded bay window and the building structure in FIG. 1;
FIG. 5 is a cross-sectional view taken along line A-A of the connection node of FIG. 4;
FIG. 6 is a cross-sectional view B-B of the connecting node of FIG. 4;
FIG. 7 is a schematic view of the arrangement of the embedded parts and the external connecting parts of the connection node in FIG. 4;
FIG. 8 is an elevation view of a second type of integrally prefabricated embedded bay window;
FIG. 9 is a cross-sectional view A-A of the integrally prefabricated embedded bay window of FIG. 8;
FIG. 10 is a three-dimensional view of the column inner steel structure preform of the integrally prefabricated embedded bay window of FIG. 8;
FIG. 11 is a front and top view of a steel beam;
FIG. 12 is a schematic view of the I-beam upper cantilever with steel beam;
FIG. 13 is an enlarged schematic view of the positions of the pillars and the bay window bottom plate;
fig. 14 is a schematic view (without an installed outer elevation) of a connection node of the integrally prefabricated embedded bay window and the building structure in fig. 8;
FIG. 15 is a cross-sectional view C-C of the connection node of FIG. 14;
FIG. 16 is a D-D cross-sectional view of the connection node of FIG. 14;
FIG. 17 is a schematic diagram of the binding of reinforcing bars around the I-steel;
FIG. 18 is a schematic representation of reinforcement in the bay window roof;
FIG. 19 is a schematic view of reinforcement in the bay window floor;
the reference numbers in the figures are: the floating window comprises upright columns 1, a floating window top plate 2, a floating window bottom plate 3, wall plates 4, glass windows 5, an upper frame beam 6, a lower frame beam 7, a floor slab 8, embedded parts 9, external connecting parts 10, steel beams 11, I-shaped steel 101, an upper end plate 102, a lower end plate 103, hoisting connecting parts 104, reinforcing steel bars 105, concrete 106, threaded sleeves 107, a lower connecting plate 108 and reinforcing ribs 109.
Detailed Description
In order to make the aforementioned objects, features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in detail below. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. This invention may, however, be embodied in many different forms and should not be construed as limited to the embodiments set forth herein. The technical characteristics in the embodiments of the present invention can be combined correspondingly without mutual conflict.
In the description of the present invention, it is to be understood that the terms "first", "second" and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implying any number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include at least one such feature. In the description of the present invention, "a plurality" means at least two, e.g., two, three, etc., unless specifically limited otherwise.
In the description of the present invention, it should be understood that when an element is referred to as being "connected" to another element, it can be directly connected to the other element or be indirectly connected to the other element, i.e., intervening elements may be present. In contrast, when an element is referred to as being "directly connected" to another element, there are no intervening elements present.
In the integrally prefabricated embedded bay window provided by the invention, two types of forms exist, and the difference is that the forms of the bay window plates are different. The first type is a bay window plate with an L-shaped section, and the second type is a bay window plate with a straight line shape. Two types of integrally prefabricated embedded bay windows will be described below to facilitate understanding of the implementation of the present invention.
In one embodiment, an integrally prefabricated embedded bay window of the first type is provided, and referring to fig. 1 and 2, a main structure of the integrally prefabricated embedded bay window specifically includes a bay window top plate 2, a bay window bottom plate 3 and two vertical columns 1. The column 1 is a concrete column with built-in steel components, the steel components in the column are arranged along the center of the column in a through length mode, and the section form of the concrete column needs to be determined according to the design requirements of buildings. The form of the steel component in the column is not limited, for example, the steel component can be formed by binding steel bars meeting the strength requirement, and the steel component can also be formed by matching profile steel with the steel bars. In the embodiment, the steel member in the column 1 is the i-beam 101, the reinforced concrete is wrapped outside the i-beam 101, and the concrete parameters of the steel bar 105 and the concrete 106 are designed according to the relevant specifications, so that the section steel concrete column with the square section is formed. The structure of the i-beam 101 is shown in fig. 3, wherein a top hanging connecting piece for connecting with the bottom surface of the external upper frame beam 6 is fixed at the top end of the steel member, and a bottom bracing connecting piece for connecting with the top surface of the floor slab 8 is fixed at the bottom end of the steel member.
Here, the top hanging connector is a connector for hanging the whole column 1 on the bottom surface of the upper frame beam 6 with the top surface thereof in contact with the bottom surface of the outer upper frame beam 6, and is intended to fix the column 1 between the upper frame beam 6 and the floor slab 8 in a built-in manner. The top-hung connector is not limited as long as it has sufficient strength and has a top surface capable of being in close contact with the bottom surface of the upper frame rail 6. The top-hung connecting piece adopted in the embodiment is an upper end plate 102 horizontally fixed at the top of a steel member, and the upper end plate 102 can be directly welded and fixed at the top end of an I-shaped steel 101 by adopting a steel plate. In practical engineering, high-strength bolts are generally used to fix upper end plate 102 and upper frame beam 6, so that a number of first bolt holes need to be formed in upper end plate 102 in advance, the number of first bolt holes depends on the number of required bolts, and in this embodiment, 4 bolt holes are provided in total. Since the i-beam 101 is finally wrapped by concrete, a threaded sleeve 107 needs to be coaxially fixed to each first bolt hole in order to facilitate the smooth screwing of the bolt into the upper end plate 102 during subsequent installation. Threaded sleeve 107 may be welded directly to the bottom surface of upper end plate 102, with its internal threads mating with the high-strength bolts used for installation.
Here, the bottom-brace connector means a connector capable of being connected to the floor slab 8 directly or indirectly, thereby integrally supporting the column 1 on the top surface of the floor slab 8. The form of the bottom support connecting piece is not limited, and the bottom support connecting piece can be matched with the top hanging connecting piece to realize the limiting fixation and the vertical load bearing of the bottom of the built-in upright post 1. In this embodiment, the bottom brace connecting piece includes a lower end plate 103 and a lower connecting plate 108, the lower end plate 103 is horizontally welded and fixed to the bottom of the i-beam 101, and the lower connecting plate 108 is vertically fixed to the bottom surface of the lower end plate 103. The lower end plate 103 can be directly welded and fixed at the bottom end of the I-shaped steel 101 by adopting a steel plate. Similarly, similar to the fixing mode of the top-hung connecting piece, in practical engineering, a high-strength bolt is generally adopted to fix the bottom-support connecting piece and the floor slab 8 or the embedded fixing piece on the floor slab 8, so that the second bolt hole needs to be formed in advance on the lower connecting plate 108. The number of the second bolt holes is determined according to the number of the required bolt pieces, and 2 bolt holes are provided in the present embodiment.
In addition, in the present embodiment, in order to facilitate integral hoisting of the bay window member, it is preferable that a hoisting connector 104 is fixedly connected to the web of the i-beam 101. The hoisting connecting piece 104 can be realized by selecting different structures according to hoisting forms, in this embodiment, the hoisting connecting piece 104 is realized by using an internal thread sleeve, one end of the internal thread sleeve is welded and fixed on the web plate of the i-steel 101, and the other end of the internal thread sleeve is an open end, and the open end is located on the concrete surface of the upright post 1. In the subsequent hoisting process, the external thread fixing piece used for hoisting can be conveniently screwed into the opening of the internal thread sleeve, and then hoisting is carried out. After the hoisting is finished, the external thread fixing piece can be unscrewed again, the concrete surface of the upright post 1 is blocked and plastered, and the internal thread sleeve is hidden. Of course, in other embodiments, the hoisting connector 104 may be eliminated if the integral hoisting of the bay window does not require the setting of a hoisting point.
Two posts 1 serve as fixed carriers for the entire bay window, which need to be maintained in a parallel and spaced arrangement. The interval between two stands 1 needs to be decided according to the span of whole window that wafts, and two stands 1 are located the both sides of window body that wafts respectively, play the effect of bearing the vertical weight of window body that wafts. Similar to the traditional bay window, the bay window top plate 2 and the bay window bottom plate 3 are also arranged on the two upright posts 1 in an overhanging manner, the bay window top plate 2 is arranged above the bay window bottom plate 3, the bay window top plate 2 and the bay window bottom plate 3 are required to be arranged on the same side of the plane of the two upright posts 1, and the distance between the bay window top plate 2 and the bay window bottom plate 3 is determined according to the design parameters of the bay window.
The bay window top plate 2 and the bay window bottom plate 3 in the embodiment both adopt bay window plates with L-shaped cross sections, and the L-shaped cross section means that the cross section of the bay window plates from the fixed end to the overhanging end is L-shaped. The bay window top plate 2 is of a reinforced concrete structure consisting of a fixed end and a cantilever plate, the fixed end of the bay window top plate is turned upwards relative to the cantilever plate, and the cross section of the bay window top plate 2 is in a regular L shape. The thickness of stiff end equals with stand 1's thickness, and the reinforcing bar of stiff end passes through ligature welded fastening with the reinforcing bar in two stands 1, and the concrete body of bay window roof 2 and stand 1 is pour. Similarly, the bay window bottom plate 3 is also of a reinforced concrete structure consisting of a fixed end and a cantilever plate, and is different in that the fixed end is turned down relative to the cantilever plate to avoid occupying the space between the two bay window plates, and the bay window bottom plate 3 has an inverted L-shaped cross section. The thickness of its stiff end also equals with the thickness of stand 1, and the reinforcing bar of stiff end and the reinforcing bar in two stands 1 pass through ligature welded fastening, and the concrete body of window bottom plate 3 and stand 1 pours that wafts.
In the integrally prefabricated embedded bay window, a clamping space between a bay window top plate 2 and a bay window bottom plate 3 is used as a bay window space, three sides of the space are outwards cantilevered relative to the plane of two upright posts 1, and the other side is the plane of the two upright posts 1. In the traditional bay window, three overhanging sides need to be subjected to field operation, which can greatly increase the time required for installing the bay window and the difficulty of the field operation. Therefore, in the embodiment, three sides of the overhanging window space are directly surrounded by the outer vertical surface of the bay window in a factory, and the rest side is open, so that a prefabricated outward protruding bay window body is formed, redundant processing of the outer vertical surface is not needed in the subsequent hoisting process, and the process and time required by the installation of the bay window are greatly simplified. For the floating window body, the fixed end of the top plate 2 of the floating window, namely the other end far away from the overhanging end, is connected with the two upright posts 1 into a whole, the fixed end of the bottom plate 3 of the floating window is also connected with the two upright posts 1 into a whole, so that the whole floating window body and the upright posts 1 on the two sides form a stress system, and the weight of the whole floating window body is borne by the upright posts 1 on the two sides.
In the integrally prefabricated embedded bay window, the specific form of the outer vertical surface of the bay window can be determined according to design drawings, and the whole or part of the bay window can be a glass window 5. Specifically, the three side facades may be the same or different, and the facades of each book may be all walls, or partial wall glass windows, or whole glass windows. In view of the lighting and aesthetic requirements of the fenestration, in a preferred embodiment, all three-sided facade is designed as a glazing. When the outer vertical surface is provided with the glass window, the window frame of the bay window which is completed by assembling the frame can be installed on the outer vertical surface as required in a factory, the window sashes can be installed on the window frame before being hoisted, and the bay window can also be installed after the whole bay window is hoisted to a target position for installation. Under the condition that the hoisting safety requirements can be met, the window sashes are preferably installed in a factory together, and only need to be hoisted on site directly, so that the construction procedures are reduced.
Meanwhile, in order to further reduce the working procedures and time required by site construction, the height of the upper edge and the lower edge of the whole bay window is controlled, so that the top plate 2 of the bay window can be jointed with the upper frame beam 6 after the bay window is integrally hoisted and installed, and the wall body at the lower part of the bottom plate 3 of the bay window can be jointed with the floor slab 8, thereby avoiding the situation that the site pouring is required. Therefore, the upper edge of the fixed end of the bay window top plate 2 of the present invention needs to be kept flush with the mounting surfaces of the two side hanging connectors, which are both the upper end plate 102 in this embodiment, so the mounting surface is the top surface of the upper end plate 102. Under the method, the upper edge of the fixed end of the bay window top plate 2 can be directly attached to the lower bottom surface of the upper frame beam 6 after the bay window is installed, and extra wall body pouring is not needed. In addition, the wall body at the lower part of the bay window bottom plate 3 also needs to be controlled for the bottom elevation, but the form of the bay window determines that the conventional bay window bottom plate 3 needs to keep a certain distance from the surface of the floor 8, so the fixed end of the bay window bottom plate 3 is designed to be suspended relative to the bottom ends of the two upright posts 1, and the space between the two upright posts 1 below the fixed end of the bay window bottom plate 3 is filled with the wall body. Because the weight of the concrete poured bay window bottom plate 3 is larger, the space between the two upright posts 1 and below the fixed end of the bay window bottom plate 3 is filled with the wall plate 4, and the lower edge of the wall plate 4 is kept flush with the bottom ends of the bottom support connecting pieces at the two sides, so that the lower edge of the wall plate 4 below the bay window bottom plate 3 can be directly attached to the surface of the floor slab 8 after the bay window is installed, and no additional wall body pouring is needed.
It should be noted that the level in the present invention does not necessarily require the level of the two to be completely consistent, and the level state may also allow certain errors in consideration of the inevitable errors in construction.
In another embodiment, the embedding of the edge seams between the window frame and the bay window top plate 2, the bay window bottom plate 3 and the upright posts 1 can be realized by using adhesive tapes so as to improve the impermeability and air tightness of the part of the joint
In another embodiment, wall panel 4 is preferably a lightweight wall panel to minimize weight while maintaining overall strength. The specific material of the light wall board can adopt any light material which meets the building specification requirement in the prior art, and the light wall board is not limited.
In another embodiment, the inner wall surface of the bay window body close to the indoor space can be pre-laid with a fire-proof layer, an insulating layer and an inner decoration layer before leaving the factory. The decorative layer, the internal heat preservation and the fire prevention of the bay window component are all manufactured in a workshop, and only integral hoisting, steel structure connection and building surface layer transition at a connection position are needed on site, so that the site construction can be further reduced, and the construction efficiency is improved. In addition, the outer decorative layer, the waterproof layer or other necessary structural layers of the bay window can be prefabricated in a factory, and the bay window can be adjusted according to actual design requirements. Certainly, if the interior trim of each bay window needs to be adjusted individually, the interior decoration layer may not be prefabricated, and the subsequent owner is left to design and install the interior trim, which is not limited to this.
In another embodiment, the bottom surfaces of the bay window top plate 2 and the bay window bottom plate 3 are provided with water dripping lines, and the top surface of the bay window top plate 2 is provided with a running water slope with a high inside and a low outside to enhance the drainage capability.
When the integrally prefabricated embedded bay window is manufactured, the steel structure prefabricated parts in the columns of two bay window columns 1 can be fixed according to design requirements in a factory, the bay window top plate 2 and the bay window bottom plate 3 are reserved between the columns, structural reinforcing bars are arranged at the reserved positions according to the design requirements, a formwork is supported, water dripping ports are reserved below the bay window top plate 2 and the bay window bottom plate 3, a flowing water slope is prefabricated on the upper surface of the bay window top plate 2, a light wall plate is arranged at the bottom of the bay window bottom plate 3 close to one side of the bay window columns 1, and concrete is poured into an integral cavity, so that the bay window with the required structure is formed preliminarily. In addition, the integral prefabricated bay window module further comprises an inner heat insulation layer, window frame and sash glass combination and inner decorative surface materials, the integral prefabricated bay window module can be completed in a factory as required, the integral prefabricated bay window module is hoisted through exposed hoisting connecting pieces 104 reserved on two sides of bay window upright posts 1, the upper portion of the integral prefabricated bay window module is connected with a lower flange bolt of an on-site upper frame beam 6 through an upper end plate 102 on the site, and the lower portion of the integral prefabricated bay window module is fixed with a fixed connecting piece pre-embedded in a floor slab through a lower connecting plate 108. In the whole connection and installation process of the bay window, the internal thread sleeve as the hoisting connecting piece 104 can be used as a temporary fixing hole. And finally, after the construction is finished, the internal thread sleeve can be covered and filled, and meanwhile, the construction of the whole bay window can be completed by processing the transition of the building surface layer and installing the left wallboard and the right wallboard.
Referring to fig. 4-6, in another embodiment of the present invention, there is further provided a connection node of the integral prefabricated embedded bay window and building structure as described above with reference to fig. 1 and 2. In this node, the embedded bay window is installed between the upper frame beam 6 and the floor slab 8 of the same floor of the building structure through two columns 1. Generally speaking, in a traditional fabricated steel structure building, the upper frame beam 6 is an i-beam, so the tops of the two columns 1 are connected, hooked and fixed with the bottom surface of the lower flange of the upper frame beam 6 through the upper end plate 102 by bolts, and the bottoms of the two columns are respectively fixed with the external connecting piece 10 preset on the surface of the floor slab 8 by a bottom bracing connecting piece in a bearing manner. The external connecting member 10 is not limited in form, and as shown in fig. 7, in a preferred embodiment of the present invention, the external connecting member 10 is a steel member having a T-shaped cross section, and bolt holes are formed in a vertical surface thereof for bolting with the bottom-support connecting member of the column 1, and holes are also formed in a bottom plane thereof, and embedded members 9 are embedded in the site floor slab 8, and a bottom surface of the external connecting member 10 is fixedly connected to top surfaces of the embedded members 9 in the site floor slab 8 by bolting, thereby enabling the bottom of the column 1 to be fixedly connected to the surface of the floor slab 8, and the bottom of the floor slab 8 is supported by the lower frame beams 7. Finally, after the integrally prefabricated embedded bay window and the building structure are connected and installed, the two stand columns 1 are embedded relative to the outer wall surface, the bay window body is cantilevered and protrudes out of the outer wall body of the building structure, the upper edge of the fixed end of the bay window top plate 2 is connected with the bottom surface of the upper frame beam 6, and the lower edge of the wallboard 4 is connected with the top surface of the floor slab 8. At the moment, an extra site pouring process is not needed, and only necessary processes such as sealing, waterproofing and the like of the position of the connecting joint need to be processed, so that the progress of site construction can be greatly accelerated.
Of course, in other embodiments of the present invention, if the upper frame beam 6 is not an i-beam, but another cast-in-place beam, the integrally prefabricated embedded bay window of the present invention can still be installed as long as the installation position and the connecting member of the beam body are reserved on the bottom surface of the beam body. The invention is therefore applicable to different architectural forms.
In another embodiment of the present invention, there is provided an integrally prefabricated embedded bay window of the second type, which is different from the first type mainly in the connection and fixation manner between the i-steel 101 in the pillars 1 at both sides of the bay window and the top plate 2 and bottom plate 3 of the bay window. Referring to fig. 8 and 9, the main structure of the floating window also includes a floating window top plate 2, a floating window bottom plate 3 and two columns 1. As shown in fig. 10, the column 1 is a concrete column with a built-in steel member, and the concrete structure of the column is similar to that of the column 1 shown in fig. 3, the steel member is an i-steel 101, and reinforced concrete is wrapped outside the i-steel 101 to form a section steel concrete column with a square section. The top end of the I-steel 101 is fixed with a top hanging connector, namely an upper end plate 102 and a threaded sleeve 107, for connecting with the bottom surface of the external upper frame beam 6, and the bottom end of the steel member is fixed with a bottom bracing connector, namely a lower end plate 103 and a lower connecting plate 108, for connecting with the top surface of the floor slab 8. However, unlike the column 1 in fig. 3, a reinforcing rib 109 is further fixed to the lower portion of the i-beam 101 by full welding, the reinforcing rib 109 is disposed on both sides of the web, each side has an upper piece and a lower piece, and the distance between the two pieces is the same as the height of the steel beam 11 shown in fig. 11. As shown in fig. 12, the steel beam 11 is fixed in a cantilever manner at the position of the reinforcing rib 109 of the i-beam 101. In this embodiment, the steel beam 11 is a channel steel, and a through hole for penetrating and fixing the steel bar is opened along the path (i.e. on the surface along the direction of the steel beam). Referring to fig. 8, 9 and 13, the bay window bottom plate 3 in the present embodiment is a reinforced concrete structure supported on both sides by steel beams 11; the reinforced concrete structure consists of a fixed end and a cantilever plate, and the cross section of the reinforced concrete structure is in a straight shape, namely the fixed end does not need to be turned down and can keep the same thickness with the cantilever plate. The reinforcing steel bar of 3 stiff ends of the window bottom plate that wafts and the reinforcing steel bar in two stands 1 pass through the ligature welded fastening, and the window bottom plate that wafts 3 pours with the concrete an organic whole of stand 1. Because the structure of turning down of stiff end has been reduced, consequently 11 one end of girder steel of 3 every sides of window bottom plate that waft in this embodiment need rely on the cantilever to be fixed in girder steel 11 in homonymy stand 1 and carry out the auxiliary stay, and the girder steel 11 other end is fixed in stretching into the lateral part concrete of the board of encorbelmenting. Meanwhile, in order to ensure the structural strength of the connection position of the steel beam 11 and the upright 1 and prevent the possibility of deformation, the fixing position needs to be provided with the reinforcing rib 109 for structural stress reinforcement. Of course, the reinforcing rib 109 is only one of the realization forms, and the reinforcing can also be realized by thickening the plate thickness of the upright post 1.
In this embodiment, the remaining positions, such as the side elevation, the interior insulation, etc., may be the same as in the embodiment shown in fig. 1 and 2. The connection node form of the integrally prefabricated embedded bay window and the building structure is shown in figures 14-16.
The first and second integrally prefabricated embedded bay windows can be prefabricated in a factory and then transported to a site for direct hoisting. For further understanding, two forms of manufacturing methods are provided below.
The manufacturing method of the first type prefabricated embedded bay window shown in figures 1 and 2 comprises the following steps:
s1: a horizontal upper end plate 102 is fixedly welded to the top of the I-shaped steel, a plurality of first bolt holes are formed in the upper end plate 102, and a threaded sleeve 107 is coaxially fixed to each first bolt hole in the bottom surface of the upper end plate 102; a horizontal lower end plate 103 is fixedly welded at the bottom of the I-shaped steel 101, a vertical lower connecting plate 108 is fixedly welded at the bottom surface of the lower end plate 103, and a plurality of second bolt holes are formed in the lower connecting plate 108; and a hoisting connecting piece 104 is welded and fixed on the web plate of the I-shaped steel 101. In order to ensure the connection strength, all the joints are fixed by full welding, and two I-shaped steels 101 are processed in total and are respectively used for forming the upright columns 1 on two sides.
S2: arranging reinforcing steel bars 105 on the periphery of the I-shaped steel 101 in the S1, wherein the four long corners are respectively provided with thread reinforcing steel bars in a through-length mode, and binding and fixing the thread reinforcing steel bars in the length direction according to the designed distance to form a steel structure inside the upright column, as shown in fig. 17.
S3: aiming at the bay window top plate 2 with the L-shaped section and the bay window bottom plate 3 with the inverted L-shaped section, steel bars in the plates are arranged, bound and fixed to form an inner steel structure of the bay window top plate and an inner steel structure of the bay window bottom plate, respectively, as shown in fig. 18 and 19.
S4: and (3) placing the two groups of upright post internal steel structures obtained in the S2, the wall plate 4, the bay window top plate 2 internal steel structures obtained in the S3 and the bay window bottom plate 3 internal steel structures into a concrete pouring mold in sequence, and binding, welding and fixing the bay window top plate 2 internal steel structures and the bay window bottom plate 3 internal steel structures with the steel bars in the two groups of upright post 1 internal steel structures. And then checking and adjusting the distance between each steel structure and the die to a design value according to the design drawing. The concrete size parameters of the die can be determined according to the design drawing of the bay window, and the material can be steel.
S5: and pouring the mixed concrete into a mould, vibrating by using a vibrating bar, trimming and maintaining to form the combined prefabricated member integrating the upright post 1, the wall plate 4, the bay window top plate 2 and the bay window bottom plate 3.
S6: and after the concrete is initially set, beginning to remove auxiliary work such as a peripheral steel mould and a clamping device of the prefabricated member, continuously standing the internal combined prefabricated member, and after natural or scientific maintenance is finished, moving the prefabricated member to an internal decoration workshop.
S7: and in the internal decoration workshop, the inner surfaces of the bay window top plate 2 and the bay window bottom plate 3 in the combined prefabricated member after maintenance are pasted and fixed by the heat insulation plates. The specific form of the insulation board can be selected according to the requirement.
S8: glass windows are respectively arranged on three overhanging sides in a clamping space formed by the bay window top plate 2 and the bay window bottom plate 3 to form a closed bay window outer vertical surface. When the glass window is installed, the frame of the bay window which is completed by assembling the frame is installed according to the requirement, the upper and lower window frames of the window board are required to be tightly pressed at the position of 10mm of the edge of the heat preservation plate, and then the window sash is fixed on the window frame according to the standard.
S9: and finishing the fixation of the interior decorative material of the prefabricated bay window according to the design drawing, finishing the manufacture of the integrally prefabricated embedded bay window, and marking and warehousing.
Similarly, the steps of the method for manufacturing the prefabricated embedded bay window of the second type shown in fig. 8 and 9 are as follows:
s1: a horizontal upper end plate 102 is fixedly welded to the top of the I-shaped steel, a plurality of first bolt holes are formed in the upper end plate 102, and a threaded sleeve 107 is coaxially fixed to each first bolt hole in the bottom surface of the upper end plate 102; a horizontal lower end plate 103 is fixedly welded at the bottom of the I-shaped steel, a vertical lower connecting plate 108 is fixedly welded on the bottom surface of the lower end plate 103, and a plurality of second bolt holes are formed in the lower connecting plate 108; welding and fixing reinforcing ribs 109 on two sides of a web plate at the position where the bay window bottom plate 3 is arranged on the I-shaped steel; and a hoisting connecting piece 104 is welded and fixed on the web plate of the I-shaped steel.
S2: the steel beam 11 is cantilever-welded at the reinforcing rib 109 of the i-beam in S1, and the steel beam 11 is maintained perpendicular to the i-beam 101, as shown in fig. 12.
S3: and respectively arranging threaded reinforcing steel bars at four peripheral long corners of the I-shaped steel in the S2 in a through-length mode, and binding and fixing the threaded reinforcing steel bars in the length direction according to the designed distance to form a steel structure in the upright post, as shown in the figure 17.
S4: aiming at the bay window top plate 2 with the L-shaped section and the bay window bottom plate 3 with the linear section, the steel bars in the plates are arranged, bound and fixed to form a steel structure in the bay window top plate 2 and a steel structure in the bay window bottom plate 3, as shown in fig. 18 and 19.
S5: and (3) putting the two groups of upright post internal steel structures obtained in the S3, the wallboard 4, the floating window top plate internal steel structures obtained in the S4 and the floating window bottom plate internal steel structures into a concrete pouring mold in sequence, binding and welding the floating window top plate internal steel structures and the floating window bottom plate internal steel structures with the reinforcing steel bars in the two groups of upright post internal steel structures, and meanwhile, the reinforcing steel bars in the floating window bottom plate 3 penetrate through the reinforcing steel bar holes in the channel steel beam and extend to the edge of the floating window bottom plate. And then checking and adjusting the distance between each steel structure and the die to a design value according to the design drawing. The concrete size parameters of the die can be determined according to the design drawing of the bay window, and the material can be steel.
S6: and pouring the mixed concrete into a mould, vibrating by using a vibrating bar, trimming and maintaining to form the combined prefabricated member integrating the upright post 1, the wall plate 4, the bay window top plate 2 and the bay window bottom plate 3.
S7: and after the concrete is initially set, beginning to remove auxiliary work such as a peripheral steel mould and a clamping device of the prefabricated member, continuously standing the internal combined prefabricated member, and after natural or scientific maintenance is finished, moving the prefabricated member to an internal decoration workshop.
S8: and in the internal decoration workshop, the inner surfaces of the bay window top plate 2 and the bay window bottom plate 3 in the combined prefabricated member after maintenance are pasted and fixed by the heat insulation plates. The specific form of the insulation board can be selected according to the requirement.
S9: glass windows are respectively arranged on three overhanging sides in a clamping space formed by the bay window top plate 2 and the bay window bottom plate 3 to form a closed bay window outer vertical surface. When the glass window is installed, the frame of the bay window which is completed by assembling the frame is installed according to the requirement, the upper and lower window frames of the window board are required to be tightly pressed at the position of 10mm of the edge of the heat preservation plate, and then the window sash is fixed on the window frame according to the standard.
S10: and finishing the fixation of the interior decorative material of the prefabricated bay window according to the design drawing, finishing the manufacture of the integrally prefabricated embedded bay window, and marking and warehousing.
Therefore, compared with the prefabricated bay window in the first type, the prefabricated bay window in the second type has the advantages that the whole weight is reduced, the prefabrication process is simple, the whole stress can meet the corresponding standard requirement, and the ideal effect can be achieved.
In addition, only the bay window bottom plate 3 adopts a straight line structure in the above embodiment, but in other embodiments, the bay window top plate 2 can also adopt a straight line structure instead, and in this case, a corresponding reinforcing structure is also required to be arranged on the upright post 1.
The above-described embodiments are merely preferred embodiments of the present invention, which should not be construed as limiting the invention. Various changes and modifications may be made by one of ordinary skill in the pertinent art without departing from the spirit and scope of the present invention. Therefore, the technical scheme obtained by adopting the mode of equivalent replacement or equivalent transformation is within the protection scope of the invention.

Claims (10)

1. An integrally prefabricated embedded bay window is characterized by comprising a bay window top plate (2), a bay window bottom plate (3) and two upright posts (1); the upright column (1) is a concrete column with a built-in steel member, the steel member in the column is arranged along the center of the column in a through manner, a top-hung connecting piece used for being connected with the bottom surface of the external upper frame beam (6) is fixed at the top end of the steel member, and a bottom-supported connecting piece used for being connected with the top surface of the floor slab (8) is fixed at the bottom end of the steel member; the two upright posts (1) are arranged in parallel at intervals; the bay window top plate (2) and the bay window bottom plate (3) are vertically arranged on the same side of the plane of the two upright posts (1) in an overhanging manner, three overhanging sides in a clamping space of the bay window top plate and the bay window bottom plate are enclosed by the outer vertical surface of the bay window, and the rest side is open to form an outward protruding bay window body; the fixed ends of the bay window top plate (2) and the bay window bottom plate (3) are connected with the two upright posts (1) into a whole, and the bay window body is supported by the upright posts (1) on the two sides; the utility model discloses a window bottom plate of wafing, including window top plate (2), the fixed end of wafting window bottom plate (3) is for the bottom of two stands (1) unsettled, and is located the space of wafting window bottom plate (3) stiff end below between two stands (1) and is filled by wallboard (4), the lower edge of wallboard (4) and both sides end brace connecting piece bottom parallel and level.
2. An integrally prefabricated embedded bay window as claimed in claim 1, wherein preferably, a fire-proof layer, an insulating layer and an inner decoration layer are laid on the inner wall surface of the bay window body; preferably, the wallboard (4) is made of light wallboard.
3. The integrally prefabricated embedded bay window of claim 1, wherein in the upright post (1), the steel member is i-shaped steel (101), and the outside of the i-shaped steel (101) is wrapped with reinforced concrete to form a section steel concrete column with a rectangular section; preferably, a hoisting connecting piece (104) is fixedly connected to a web plate of the I-shaped steel (101), and the hoisting connecting piece (104) is further preferably an internal thread sleeve with an opening positioned on the surface of the upright post (1).
4. The integrally prefabricated embedded bay window of claim 1 or 3, wherein preferably, said bay window top plate (2) is made of reinforced concrete structure consisting of a fixed end and a cantilever plate, the fixed end is turned up relative to the cantilever plate, and the bay window top plate (2) has an L-shaped cross section; the steel bars at the fixed end and the steel bars in the two upright columns (1) are fixed by binding and welding, and the bay window top plate (2) and the concrete of the upright columns (1) are integrally poured; preferably, the bay window bottom plate (3) is of a reinforced concrete structure consisting of a fixed end and a cantilever plate, the fixed end of the bay window bottom plate is turned downwards relative to the cantilever plate, and the section of the bay window bottom plate (3) is in an inverted L shape; the reinforcing steel bars at the fixed ends are fixedly bound and welded with the reinforcing steel bars in the two upright columns (1), and the bay window bottom plate (3) and the concrete of the upright columns (1) are integrally poured.
5. An integrally prefabricated embedded bay window according to claim 3, wherein said bay window top plate (2) and/or bay window bottom plate (3) is of reinforced concrete structure supported on both sides by steel beams (11); the reinforced concrete structure consists of a fixed end and a cantilever plate, and the cross section of the reinforced concrete structure is in a straight shape; the reinforcing steel bars at the fixed end of the bay window bottom plate (3) and the reinforcing steel bars in the two upright posts (1) are fixedly bound and welded, and the bay window bottom plate (3) and the concrete of the upright posts (1) are integrally poured; one end of a steel beam (11) on each side of the bay window bottom plate (3) is fixed on a steel member in the upright post (1) on the same side through a cantilever, a reinforcing structure is arranged at a fixed position, and the other end of the steel beam extends into the cantilever plate to be fixed; preferably, the steel beam (11) is a channel steel; preferably, the reinforcing structure is a reinforcing rib (109) arranged on the I-shaped steel (101).
6. An integrally prefabricated embedded bay window as claimed in claim 1, wherein said top-hung connector is an upper end plate (102) horizontally fixed to the top of the steel member, said upper end plate having a plurality of first bolt holes, each of said first bolt holes having a threaded sleeve (107) coaxially fixed thereto; preferably, the bottom support connecting piece comprises a lower end plate (103) and a lower connecting plate (108), the lower end plate (103) is horizontally fixed at the bottom of the steel member, the lower connecting plate (108) is vertically fixed at the bottom surface of the lower end plate (103), and a second bolt hole is formed in the lower connecting plate (108).
7. A connection node of an integrally prefabricated embedded bay window and a building structure as claimed in any one of claims 1 to 6, wherein the embedded bay window is installed between an upper frame beam (6) and a floor slab (8) of the same floor of the building structure through two columns (1); the tops of the two upright posts (1) are fixedly connected with the bottom surface of the upper frame beam (6) through top-hanging connecting pieces, and the bottoms of the two upright posts are fixedly supported by external connecting pieces (10) preset on the surface of a floor slab (8) through bottom-supporting connecting pieces; two stand (1) are embedded for the outer wall face, the window body that wafts is encorbelmented on the wall body of building structure, and the last edge of window roof (2) stiff end that wafts is jointed with upper frame roof beam (6) bottom surface, and the lower edge of wallboard (4) is jointed with floor (8) top surface.
8. A connection joint according to claim 7, characterised in that the upper frame beam (6) is an I-beam and that the top suspension connection is bolted to the lower flange of the upper frame beam (6); the external connecting piece (10) is connected with the bottom support connecting piece through a bolt.
9. A method of manufacturing an integrally prefabricated embedded bay window according to any one of claims 1 to 4 and 6, comprising the steps of:
s1: a horizontal upper end plate (102) is welded and fixed to the top of the I-shaped steel, a plurality of first bolt holes are formed in the upper end plate (102), and a threaded sleeve (107) is coaxially fixed to each first bolt hole in the bottom surface of the upper end plate (102); a horizontal lower end plate (103) is welded and fixed at the bottom of the I-shaped steel, a vertical lower connecting plate (108) is welded and fixed on the bottom surface of the lower end plate (103), and a plurality of second bolt holes are formed in the lower connecting plate (108); a hoisting connecting piece (104) is welded and fixed on a web plate of the I-shaped steel;
s2: the peripheral four long corner punishment of I-steel in S1 do not lead to long arrangement twisted steel to it is fixed according to the ligature of design distance in length direction to return the type reinforcing bar, forms the inside steel construction of stand:
s3: aiming at a bay window top plate (2) with an L-shaped section and a bay window bottom plate (3) with an inverted L-shaped section, arranging, binding and fixing steel bars in the plates to form an inner steel structure of the bay window top plate and an inner steel structure of the bay window bottom plate;
s4: placing the two groups of upright post internal steel structures obtained in the S2, the wallboard (4), the bay window top plate internal steel structures obtained in the S3 and the bay window bottom plate internal steel structures into a concrete pouring mold in sequence, and binding, welding and fixing the bay window top plate internal steel structures and the bay window bottom plate internal steel structures with the steel bars in the two groups of upright post internal steel structures; adjusting the distance between each steel structure and the die to a design value;
s5: pouring the mixed concrete into a mould to form a combined prefabricated member integrating the upright post (1), the wall plate (4), the bay window top plate (2) and the bay window bottom plate (3);
s6: after the concrete is initially set, the mould is dismantled and the internal combined prefabricated part is maintained continuously;
s7: in the combined prefabricated member after maintenance, the inner surfaces of the bay window top plate (2) and the bay window bottom plate (3) are pasted and fixed by heat insulation plates;
s8: glass windows are respectively installed on three overhanging sides in a clamping space formed by the bay window top plate (2) and the bay window bottom plate (3) to form a closed bay window outer vertical surface;
s9: and finishing the fixation of the interior decorative material of the prefabricated bay window according to the design drawing, and finishing the manufacture of the integrally prefabricated embedded bay window.
10. A method of manufacturing an integrally prefabricated embedded bay window according to claim 5, comprising the steps of:
s1: a horizontal upper end plate (102) is welded and fixed to the top of the I-shaped steel, a plurality of first bolt holes are formed in the upper end plate (102), and a threaded sleeve (107) is coaxially fixed to each first bolt hole in the bottom surface of the upper end plate (102); a horizontal lower end plate (103) is welded and fixed at the bottom of the I-shaped steel, a vertical lower connecting plate (108) is welded and fixed on the bottom surface of the lower end plate (103), and a plurality of second bolt holes are formed in the lower connecting plate (108); welding and fixing reinforcing ribs (109) on two sides of a web plate at the position where the bay window bottom plate (3) is arranged on the I-shaped steel; a hoisting connecting piece (104) is welded and fixed on a web plate of the I-shaped steel;
s2: cantilever-welding a steel beam (11) at a reinforcing rib (109) of the I-steel in S1, wherein the steel beam (11) is vertical to the I-steel (101);
s3: respectively arranging threaded reinforcing steel bars at four long corners on the periphery of the I-steel in the S2 in a through length mode, and binding and fixing the threaded reinforcing steel bars in the length direction according to the designed distance to form a steel structure inside the upright post;
s4: aiming at a bay window top plate (2) with an L-shaped section and a bay window bottom plate (3) with a linear section, arranging, binding and fixing steel bars in the plates to form an inner steel structure of the bay window top plate and an inner steel structure of the bay window bottom plate;
s5: placing the two groups of upright post internal steel structures obtained in S3, the wallboard (4), and the bay window top plate internal steel structures and the bay window bottom plate internal steel structures obtained in S4 into a concrete pouring mold in sequence, binding, welding and fixing the bay window top plate internal steel structures and the bay window bottom plate internal steel structures with the reinforcing steel bars in the two groups of upright post internal steel structures, and simultaneously enabling the reinforcing steel bars in the bay window bottom plate (3) to pass through the reinforcing steel bar holes in the steel beam (11) and extend to the plate edge of the bay window bottom plate (3); adjusting the distance between each steel structure and the die to a design value;
s6: pouring the mixed concrete into a mould to form a combined prefabricated member integrating the upright post (1), the wall plate (4), the bay window top plate (2) and the bay window bottom plate (3);
s7: after the concrete is initially set, the mould is dismantled and the internal combined prefabricated part is maintained continuously;
s8: in the combined prefabricated member after maintenance, the inner surfaces of the bay window top plate (2) and the bay window bottom plate (3) are pasted and fixed by heat insulation plates;
s9: glass windows are respectively installed on three overhanging sides in a clamping space formed by the bay window top plate (2) and the bay window bottom plate (3) to form a closed bay window outer vertical surface;
s10: and finishing the fixation of the interior decorative material of the prefabricated bay window according to the design drawing, and finishing the manufacture of the integrally prefabricated embedded bay window.
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CN115822075A (en) * 2022-12-22 2023-03-21 浙江安居筑友科技有限公司 Prefabricated window that wafts for assembly type structure

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CN113006641A (en) * 2021-03-30 2021-06-22 张跃 Bay window and transportation method thereof
CN115822075A (en) * 2022-12-22 2023-03-21 浙江安居筑友科技有限公司 Prefabricated window that wafts for assembly type structure

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