CN113833194A - Assembled roof suspended beam structure is built in room - Google Patents

Assembled roof suspended beam structure is built in room Download PDF

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Publication number
CN113833194A
CN113833194A CN202111007304.7A CN202111007304A CN113833194A CN 113833194 A CN113833194 A CN 113833194A CN 202111007304 A CN202111007304 A CN 202111007304A CN 113833194 A CN113833194 A CN 113833194A
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CN
China
Prior art keywords
type
waterproof
bearing steel
supporting
reinforced
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Granted
Application number
CN202111007304.7A
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Chinese (zh)
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CN113833194B (en
Inventor
赵正勇
徐志华
杨通美
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Zhongzhen Construction Technology Hubei Co ltd
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Individual
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Priority to CN202111007304.7A priority Critical patent/CN113833194B/en
Publication of CN113833194A publication Critical patent/CN113833194A/en
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Publication of CN113833194B publication Critical patent/CN113833194B/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B7/00Roofs; Roof construction with regard to insulation
    • E04B7/16Roof structures with movable roof parts
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/02Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/0404Drainage on the roof surface
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/0404Drainage on the roof surface
    • E04D13/0445Drainage channels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/0404Drainage on the roof surface
    • E04D13/0481Drainage guiding provisions, e.g. deflectors or stimulation by inclined surfaces
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/04Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/064Gutters
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage ; Sky-lights
    • E04D13/16Insulating devices or arrangements in so far as the roof covering is concerned, e.g. characterised by the material or composition of the roof insulating material or its integration in the roof structure
    • E04D13/1606Insulation of the roof covering characterised by its integration in the roof structure

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Abstract

The application provides an assembled roof suspended beam structure is built in room, construct frame structure including the room, the top that frame structure was built in room is equipped with the regulation type and hangs the beam mechanism, the top that the regulation type hung the beam mechanism is provided with waterproof diversion mechanism, frame structure is built in room includes fore-set and crossbeam support, the top of crossbeam support is provided with a plurality of first reinforcement type bearing steel sheets, the inside of a plurality of first reinforcement type bearing steel sheets all is the cavity setting, the equal fixed mounting in inside of a plurality of first reinforcement type bearing steel sheets has hydraulic pressure type supporting rod. According to the invention, the waterproof supporting top cover is arranged, rainwater passes through the vertically arranged drainage tube and the horizontally arranged drainage tube from the arc-shaped drainage groove, so that two sides of the waterproof supporting top cover are stressed to be pulled downwards, and the first reinforced bearing steel plate and the second reinforced bearing steel plate are contracted upwards, so that the waterproof supporting top cover is inclined more, and rainwater can flow out more conveniently.

Description

Assembled roof suspended beam structure is built in room
Technical Field
The application relates to the field of roof suspension beams, in particular to an assembled roof suspension beam structure for building construction.
Background
At present, the prefabricated building refers to a building which is formed by transferring a large amount of field operation work in the traditional building mode to a factory for carrying out, along with the development of modern industrial technology, the building can be manufactured in batches and in a set like machine production, building components and accessories such as floor slabs, wall plates, stairs, balconies and the like are processed and manufactured in the factory, the components and accessories are transported to a building construction site, and the components and the accessories are assembled and installed on the site in a reliable connection mode.
Traditional fabricated construction's roof beam that hangs is processed at the processing factory usually, and single structure, and only can play the effect of supporting the protection to the house, in the more environment of rainwater, the rainwater can't be effectively discharged the rainwater with the help of roof beam structure that hangs, and under long-term accumulation, roof beam that hangs receives moist influence easily, and the seepage appears and the roof beam that hangs the condition such as crack appears, has certain potential safety hazard, is unfavorable for in-service use.
Disclosure of Invention
The application provides an assembled roof suspended beam structure is built in room to improve above-mentioned problem.
The invention is particularly such that: the building frame comprises a building frame mechanism, wherein the top of the building frame mechanism is provided with an adjusting type beam suspension mechanism for adjusting a supporting angle and an inclination angle, the top of the adjusting type beam suspension mechanism is provided with a waterproof diversion mechanism for controlling the supporting angle of the adjusting type beam suspension mechanism, the building frame mechanism comprises a top column and a beam support, the top of the beam support is provided with a plurality of first reinforcing type bearing steel plates, a third reinforcing type bearing steel plate is inserted into the first reinforcing type bearing steel plates, one side, far away from the first reinforcing type bearing steel plates, of the third reinforcing type bearing steel plates is fixedly provided with a second reinforcing type bearing steel plate, the first reinforcing type bearing steel plates are all arranged in a hollow state, and a hydraulic type bearing rod for connecting with the third reinforcing type bearing steel plate is inserted into the inner cavity of the first reinforcing type bearing steel plates, one side of first reinforcement type bearing steel sheet is equipped with the waterproof type support top cap that is used for keeping off the rain, a plurality of arc water drainage tank that are used for the drainage are seted up on the surface that the waterproof type supported the top cap, a plurality of drainage grooves have been seted up to the inside that the waterproof type supported the top cap, and are a plurality of the bottom in drainage groove is vertical form intercommunication and is equipped with a plurality of vertical drainage tubes of putting, and is a plurality of the bottom of putting the drainage tube of erecting is equipped with the horizontal drainage tube that is transverse arrangement.
Through adopting above-mentioned technical scheme, when the waterproof type supporting top cap is strikeed to the rainwater, the rainwater trickles from arc water drainage tank department advantage of trend to waterproof type supporting top cap both sides, put the drainage tube and violently put the drainage tube slowly and flow out via erectting, make the rainwater accumulation in the lower half of waterproof type supporting top cap, make waterproof type supporting top cap lower half produce the extrusion to first reinforcement type bearing steel sheet, first reinforcement type bearing steel sheet receives decurrent pressure and upwards lifts, hydraulic pressure type bearing rod extension simultaneously, thereby make the angle between first reinforcement type bearing steel sheet and third reinforcement type bearing steel sheet and the second reinforcement type bearing steel sheet more slope, thereby accelerate the discharge of rainwater.
The present invention in a preferred example may be further configured to: the top post with the crossbeam support is the vertical state setting, the rectangle slot has been seted up at the top of crossbeam support, the rectangle slot inner chamber at crossbeam support top is pegged graft and is had first spacing type connecting block, one side fixed mounting of first spacing type connecting block has first articulated type connecting seat, the outer wall of first articulated type connecting seat be equipped with be used for with the spacing type connecting block of second that first reinforcement type bearing steel sheet is connected, first articulated type connecting seat with the spacing type connecting block of second is articulated attitude setting.
Through adopting above-mentioned technical scheme, with first spacing type connecting block pegging graft into the rectangle slot at crossbeam support top for dismouting between first reinforcement type bearing steel sheet and the crossbeam support is more convenient, and first articulated type connecting seat sets up to articulated state with the spacing type connecting block of second simultaneously, plays the effect of adjusting first reinforcement type bearing steel sheet inclination.
The present invention in a preferred example may be further configured to: the first hinged connecting seat, the first limiting connecting block and the second limiting connecting block are combined with each other to form a rotating supporting component, and the first reinforcing bearing steel plate is obliquely arranged at the top of the first reinforcing bearing steel plate through the rotating supporting component.
Through adopting above-mentioned technical scheme, when upwards lifting or when the first reinforcement type bearing steel sheet of downward movement, the spacing type connecting block of second rotates the outer wall at first articulated type connecting seat for the inclination of first reinforcement type bearing steel sheet inclines more or more releives, thereby is applicable to rainy day and fine day.
The present invention in a preferred example may be further configured to: one side fixed mounting of second reinforcement type bearing steel sheet has a plurality of anti-skidding type tile link plates that are used for laying waterproof sheet, hydraulic pressure type supporting rod with third reinforcement type bearing steel sheet all is the one-to-one setting, just third reinforcement type bearing steel sheet with second reinforcement type bearing steel sheet is the integral type setting.
Through adopting above-mentioned technical scheme, second reinforcement type bearing steel sheet and third reinforcement type bearing steel sheet set up to the integral type, and are connected with hydraulic pressure type bearing pole to when the first support angle who adds the bearing steel sheet of control, along with first reinforcement type bearing steel sheet slopes more, hydraulic pressure type bearing pole further extension makes second reinforcement type bearing steel sheet and third reinforcement type bearing steel sheet quick entering operating condition more.
The present invention in a preferred example may be further configured to: first reinforcement type bearing steel sheet second reinforcement type bearing steel sheet third reinforcement type bearing steel sheet with hydraulic pressure type bearing rod intercombination becomes regulation type supporting component, and this regulation type supporting component sets up to two sets of at least, the quantity of second reinforcement type bearing steel sheet sets up to two at least, two all be equipped with the articulated type connecting seat of second between the second reinforcement type bearing steel sheet, and two the second reinforcement type bearing steel sheet passes through the articulated type connecting seat of second is mutual articulated state setting.
Through adopting above-mentioned technical scheme, two second reinforcement type bearing steel sheets pass through the articulated type connecting seat interconnect of second to make two second reinforcement type bearing steel sheets be triangle-shaped and support on the beam support, promote the stability of support, simultaneously, when the angle between two second reinforcement type bearing steel sheets is great, regulation type supporting component's support ramp is gentler, when the angle between two second reinforcement type bearing steel sheets is less, regulation type supporting component's support slope is steeper, thereby accelerate the outflow of rainwater.
The present invention in a preferred example may be further configured to: it is a plurality of spacing type spout has all been seted up to one side of first reinforcement type bearing steel sheet, just the inner chamber of spacing type spout be equipped with be used for with waterproof type supports the spacing type slider that the top cap is connected, spacing type slider sliding connection be in the inner chamber of spacing type spout.
Through adopting above-mentioned technical scheme, it is gentler when regulation type supporting component's support ramp, spacing type slider drives waterproof type and supports the inner chamber of top cap up-sliding at spacing type spout, when regulation type supporting component's support ramp is steeper, spacing type slider drives waterproof type and supports the top cap and remove under the inner chamber of spacing type spout, thereby make waterproof type support top cap and regulation type supporting component be the setting of mutually supporting, thereby accelerate the outflow of rainwater, it is too much to support the rainwater on the top cap in case waterproof type, oppress regulation type supporting component, and damage regulation type supporting component.
The present invention in a preferred example may be further configured to: the quantity of waterproof type support top cap sets up to two at least, and two be equipped with the waterproof area of connection type that is used for fixed connection both between the waterproof type support top cap, the waterproof area of connection type has foldability and resilience.
Through adopting above-mentioned technical scheme, when two waterproof types supported the top cap and moved down, the waterproof area both sides atress of connection type was unfolded, and when the waterproof type supported the top cap and lost external force, through the resilience of the waterproof area of connection type self, drove the waterproof type and supported the top cap and resume the normal position.
The present invention in a preferred example may be further configured to: every waterproof type supports the top cap and is equipped with two kink at least, and two kinks set up respectively the waist and the avris department of waterproof type support top cap, the radian of the kink of waterproof type support top cap waist is less than the radian of avris department kink.
Through adopting above-mentioned technical scheme, a plurality of kinks set up the well lower part at waterproof type support top cap, when waterproof type supports the rainwater on the top cap, the rainwater accumulation is at the kink, thereby the well lower part weight that makes waterproof type support top cap is greater than the upper portion weight, thereby the well lower part of waterproof type support top cap produces gravity and pulls spacing type slider lapse at the inner chamber of spacing type spout, thereby it is more convenient to make the trigger mechanism of regulation type hanging oneself from a beam mechanism, be applicable to rainwater weather.
The present invention in a preferred example may be further configured to: spacing type slider fixed mounting be in one side of waterproof type support top cap waist kink, erect put the drainage tube with horizontal drainage tube intercommunication sets up the bottom of waterproof type support top cap avris department kink.
Through adopting above-mentioned technical scheme, the rainwater accumulation is in a plurality of kink, and via erectting drainage tube and horizontal drainage tube department, increaseed the weight of waterproof type support top cap bottom once more to be convenient for trigger first reinforcement type bearing steel sheet and produce ascending effort, make the ascending lifting of regulation type supporting component, accelerate the discharge of guide rainwater.
The present invention in a preferred example may be further configured to: the horizontal drainage tube is the slope form setting, just the both ends opening of horizontal drainage tube is not of uniform size, the both ends of horizontal drainage tube all be equipped with be used for with erect the connection type supporting seat that the drainage tube is connected.
Through adopting above-mentioned technical scheme, be the horizontal drainage tube that the slope form set up, the guide rainwater that can be better flows out from one side.
The present invention in a preferred example may be further configured to: the waterproof type supporting top cover and the arc-shaped drainage groove are formed by mutually splicing a plurality of spliced tile mechanisms, each spliced tile mechanism comprises a splicing tile main body, each splicing tile main body is made of polytetrafluoroethylene, each splicing tile main body is bent into at least two sections of concave bending portions after being heated, positioning type clamping blocks are installed at the corners of each splicing tile main body, and positioning type splicing buckles which are mutually matched are installed at the tops and the bottoms of the positioning type clamping blocks and are used for longitudinally splicing the plurality of splicing tile main bodies;
the present invention in a preferred example may be further configured to: the utility model discloses a crossing type air bag, including linking type tile main part, reserved type location dead slot has been seted up to the inside of linking type tile main part, the internally mounted of reserved type location dead slot has the crossing type air bag that is used for supporting, the inside packing of crossing type air bag has gas, just the material of crossing type air bag has the characteristic of pliability.
The present invention in a preferred example may be further configured to: crossing type air bag includes that the first air bag body and the second hang the air bag body to one side, the first air bag body that hangs to one side hangs the air bag body and the second hangs the cross-shaped setting to one side, the first air bag body that hangs to one side all is the integral type intercommunication with the both ends that the second hung the air bag body to one side and is equipped with the spherical bag body, the diameter after aerifing of the spherical bag body is greater than the first air bag body that hangs to one side and the second hangs the air bag body to one side, it is unanimous the setting to reserve type location dead slot and the first cross-section form that hangs the air bag body, the second and hang the air bag body to one side.
The present invention in a preferred example may be further configured to: the bottoms of the connection type tile main body and the positioning type clamping block are respectively provided with a waterproof positioning type connection buckle, and the positioning type connection buckle forms an outward expansion type clamping cover shape corresponding to the shape of the connection type tile main body;
the present invention in a preferred example may be further configured to: after the connection type tile main bodies are mutually assembled, the folding corners of the positioning connection buckles are mutually abutted with the straight cut edges to form the functions of sealing, water proofing and flow guiding; and meanwhile, when the connection type tile main body is paved with a roof structure, the positioning connection buckle utilizes the self sucker-shaped characteristic for positioning and fixing the roof structure at a fixed point.
The present invention in a preferred example may be further configured to: a prefabricated transverse groove is formed in the straight cutting edge of the connection type tile main body, and a connection type waterproof belt is installed in the inner cavity of the prefabricated transverse groove;
the present invention in a preferred example may be further configured to: the cross section of the connection type waterproof belt is of a U-shaped structure with connection edges at two ends, the connection type waterproof belt is made of SBS modified asphalt type coiled materials, the length of the outer edge of the connection type waterproof belt is larger than that of the straight cut edge of the corresponding connection type tile main body, and meanwhile, in the connection process of a plurality of adjacent connection type waterproof belts, the positions, contacted with the connection type waterproof belts, of the connection type waterproof belts are heated and deformed through flame spray guns to be connected, and a complete waterproof surface is formed.
The invention has the technical effects and advantages that:
1. according to the invention, the movable waterproof type supporting top cover is arranged at the top of the first reinforced type supporting steel plate, and the bent parts are arranged at the waist part and the side parts of the waterproof type supporting top cover, so that when the waterproof type supporting top cover is washed by rainwater, the weight of the middle lower part of the waterproof type supporting top cover is greater than that of the upper part of the waterproof type supporting top cover, the waterproof type supporting top cover is driven to move downwards to extrude the first reinforced type supporting steel plate, the first reinforced type supporting steel plate and the second reinforced type supporting steel plate are stressed to form an upward reaction force, and therefore, the first reinforced type supporting steel plate, the third reinforced type supporting steel plate and the second reinforced type supporting steel plate are supported on the beam support more obliquely, and the rainwater can slide down more conveniently.
2. According to the invention, the first reinforced bearing steel plate, the second reinforced bearing steel plate, the third reinforced bearing steel plate and the hydraulic bearing rod form the adjustable supporting component, and the adjustable supporting component and the beam bracket are fixed through the rotary supporting component, so that when the adjustable supporting component is subjected to downward extrusion force from the upper part, the adjustable supporting component is driven to rock through the hydraulic bearing rod and the second limiting connecting block, the upper pressure is buffered, and the adjustable supporting component is prevented from being damaged due to overlarge stress on the top.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present application, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present application and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained from the drawings without inventive effort.
Fig. 1 is a schematic overall structure diagram of the device provided in the present application.
Fig. 2 is an enlarged view of the structure of the part a of fig. 1 of the device provided by the present application.
Fig. 3 is a schematic bottom structure diagram of the device provided in the present application.
Fig. 4 is an enlarged view of the structure of the part B of fig. 3 of the device provided by the present application.
Fig. 5 is a partial structural cross-sectional view of the device provided herein.
Fig. 6 is an enlarged view of the structure of the portion C of fig. 5 of the device provided in the present application.
Fig. 7 is a cross-sectional view of an axial side structure of the device provided by the present application.
Fig. 8 is an enlarged view of the structure of the portion D of fig. 7 of the device provided by the present application.
FIG. 9 is a schematic view of a modular tile mechanism of the apparatus provided herein.
FIG. 10 is a rear schematic view of a sectional tile mechanism configuration of the apparatus provided herein.
FIG. 11 is a structural cross-sectional view of a device-engaging tile body provided herein.
Icon: 1 building frame mechanism, 101 top columns, 102 cross beam supports, 2 adjusting type cantilever beam mechanisms, 21 first reinforcing type bearing steel plates, 22 first hinged connecting seats, 23 first limiting type connecting blocks, 24 second limiting type connecting blocks, 25 second reinforcing type bearing steel plates, 26 anti-skidding type tile hanging plates, 27 second hinged connecting seats, 28 third reinforcing type bearing steel plates, 29 hydraulic type bearing rods, 210 limiting type sliding grooves, 3 waterproof water diversion mechanisms, 31 waterproof type supporting top covers, 32 arc-shaped water drainage grooves, 33 limiting type sliding blocks, 34 vertical drainage tubes, 35 horizontal drainage tubes, 36 connecting type supporting seats, 37 drainage grooves, 38 connecting type waterproof belts, 4 assembled tile mechanisms, 41 connected tile bodies, 42 positioning type clamping blocks, 43 positioning type connecting buckles, 44 annular closed covers, 45 reserved positioning air bag grooves, 46 crossed air bag bags, 461 first inclined suspension air bag bags, and second inclined suspension air bag bags, 462 second oblique suspension airbag body, 463 spherical bag body, 47 prefabricated transverse groove and 48 connection type waterproof belt.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present application clearer, the technical solutions in the embodiments of the present application will be clearly and completely described below with reference to the drawings in the embodiments of the present application, and it is obvious that the described embodiments are some embodiments of the present application, but not all embodiments. The components of the embodiments of the present application, generally described and illustrated in the figures herein, can be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present application, presented in the accompanying drawings, is not intended to limit the scope of the claimed application, but is merely representative of selected embodiments of the application. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present application.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the embodiments of the present application, it should be noted that the indication of orientation or positional relationship is based on the orientation or positional relationship shown in the drawings, or the orientation or positional relationship which is usually placed when the product of the application is used, or the orientation or positional relationship which is usually understood by those skilled in the art, or the orientation or positional relationship which is usually placed when the product of the application is used, and is only for the convenience of describing the application and simplifying the description, but does not indicate or imply that the indicated device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus, should not be construed as limiting the application. Furthermore, the terms "first," "second," "third," and the like are used solely to distinguish one from another and are not to be construed as indicating or implying relative importance.
In the description of the embodiments of the present application, it should also be noted that, unless otherwise explicitly stated or limited, the terms "disposed," "mounted," and "connected" are to be construed broadly, and may for example be fixedly connected, detachably connected, or integrally connected; may be directly connected or indirectly connected through an intermediate. The specific meaning of the above terms in the present application can be understood in a specific case by those of ordinary skill in the art.
The utility model provides an assembled roof suspended beam structure is built in room, as shown in figure 1, build framework 1 including the room, framework 1 is built in the room for the braced frame in current assembled house, the top of framework 1 is built in the room is equipped with adjustable support angle's regulation type suspended beam mechanism 2, the top of regulation type suspended beam mechanism 2 is provided with waterproof diversion mechanism 3, so as to be applicable to rainwater weather, and cooperate waterproof diversion mechanism 3 to carry out the drainage with the rainwater and discharge, as shown in figure 2, framework 1 is built in the room includes fore-set 101 and crossbeam support 102, crossbeam support 102 fixed mounting is at the top of fore-set 101, and crossbeam support 102 keeps away from one side of fore-set 101 and is the recess form setting, be convenient for and adjust type suspended beam mechanism 2 and be connected fixedly.
As shown in fig. 2, a plurality of first reinforcing type supporting steel plates 21 are arranged at the top of a beam support 102, the plurality of first reinforcing type supporting steel plates 21 are sequentially arranged at the top of the beam support 102 at equal intervals, a first limiting type connecting block 23 is inserted into one side of the beam support 102, a bump is arranged at the bottom of the first limiting type connecting block 23 for being inserted into a groove cavity arranged at one side of the beam support 102, and one side of the first limiting type connecting block 23 is supported at the top of a support pillar 101, so as to complete the interconnection of the building frame mechanism 1 and the adjusting type suspension beam mechanism 2, a first hinge type connecting seat 22 is fixedly arranged on the outer wall of the first limiting type connecting block 23, a second limiting type connecting block 24 is arranged on the outer wall of the first hinge type connecting seat 22, and the second limiting type connecting block 24 is fixedly arranged on one side of the first reinforcing type supporting steel plate 21, first reinforcement type bearing steel sheet 21 is the integral type setting with the spacing type connecting block 24 of second to through the spacing type connecting block 24 of second, first reinforcement type bearing steel sheet 21 is rotatable at the outer wall of first articulated type connecting seat 22, when first reinforcement type bearing steel sheet 21 is receiving external force extrusion, through rotating the outer wall at first articulated type connecting seat 22, can prevent that first reinforcement type bearing steel sheet 21 atress is too big and take place to break, influences safety in utilization.
Further, in order to more conveniently adjust the supporting angle of the adjustable beam suspension mechanism 2 for rainwater drainage in rainy weather, the first reinforced steel support plates 21 are all arranged in a hollow manner, as shown in fig. 6, hydraulic support rods 29 are fixedly arranged inside the first reinforced steel support plates 21, and third reinforced steel support plates 28 are movably inserted inside the first reinforced steel support plates 21, wherein the third reinforced steel support plates 28 are arranged corresponding to the hydraulic support rods 29 one by one, the third reinforced steel support plates 28 are fixedly arranged on one sides of the hydraulic support rods 29, the second reinforced steel support plates 25 are fixedly arranged on one sides of the third reinforced steel support plates 28, wherein the number of the second reinforced steel support plates 25 is multiple, two of the second reinforced steel support plates 25 are arranged in a group, the first reinforcing steel support plates 21 and the second reinforcing steel support plates 25 are arranged in a one-to-one correspondence manner, and the third reinforcing steel support plates 28 can be driven to be movably inserted into the inner cavities of the first reinforcing steel support plates 21 when being extruded by external force through the self-flexibility of the hydraulic support rods 29, so that the length between the first reinforcing steel support plates 21 and the second reinforcing steel support plates 25 can be adjusted, meanwhile, the angle between the two second reinforcing steel support plates 25 can be adjusted, and the first reinforcing steel support plates 21 and the second reinforcing steel support plates 25 can shake through adjusting the length of the first reinforcing steel support plates 21 and the second reinforcing steel support plates 25 according to the stress process, so that the effect of buffering the self-stress force can be achieved, the first reinforcing steel support plates 21 and the second reinforcing steel support plates 25 are prevented from being stressed too much to break, as shown in fig. 4, second hinge type connecting seats 27 are fixedly installed between the two second reinforcing steel support plates 25, and two second reinforcement type bearing steel sheet 25 in every group all are the mirror symmetry setting about the vertical central line of the articulated type connecting seat 27 of second, two second reinforcement type bearing steel sheet 25 all are the articulated state setting of each other through the articulated type connecting seat 27 of second, first reinforcement type bearing steel sheet 21 and second reinforcement type bearing steel sheet 25's support length is longer more, the angle between the second reinforcement type bearing steel sheet 25 is less, thereby first reinforcement type bearing steel sheet 21 and second reinforcement type bearing steel sheet 25 incline the support at the top of crossbeam support 102 more, thereby be more convenient for guide rainwater to flow, as shown in fig. 4, in order to prevent to appear the gap infiltration when adjusting the angle between a plurality of second reinforcement type bearing steel sheet 25, equal fixed mounting has a plurality of anti-skidding type tile hanging plate 26 that are used for hanging the tile in one side of a plurality of second reinforcement type bearing steel sheet 25.
Further, as shown in fig. 4, a waterproof supporting top cover 31 for preventing rainwater leakage is disposed on the top of the first reinforced supporting steel plate 21, the waterproof supporting top cover 31 is disposed in a curved shape, one side of the waterproof supporting top cover 31 is provided with a plurality of arc-shaped drainage grooves 32 for draining rainwater, as shown in fig. 8, one side of the waterproof supporting top cover 31 is provided with a plurality of vertical drainage tubes 34 for draining rainwater again, and the bottom of the plurality of vertical drainage tubes 34 is provided with a horizontal drainage tube 35 for finally draining rainwater, wherein at least two waterproof supporting top covers 31 are disposed, and the two waterproof supporting top covers 31 are connected with each other through a connecting waterproof belt 38, the connecting waterproof belt 38 has elastic restoring force and elastic flexibility, so that the waterproof supporting top cover 31 can extend to both sides after receiving the gravity of rainwater accumulated, after losing the gravity of the rainwater, it is contracted by the self elastic restoring force of the connection type waterproof tape 38, thereby driving the waterproof type support top cover 31 to be restored to the original position.
As shown in fig. 6, in order to improve the convenience of the waterproof supporting top cover 31, a plurality of limiting sliding grooves 210 are formed on one side of each of the plurality of first reinforcing supporting steel plates 21, a plurality of limiting sliding blocks 33 for connecting with the first reinforcing supporting steel plates 21 are formed on one side of each of the plurality of waterproof supporting top covers 31, the limiting sliding blocks 33 and the limiting sliding grooves 210 are arranged in a one-to-one correspondence manner, the limiting sliding blocks 33 are slidably mounted inside the limiting sliding grooves 210, so as to drive the waterproof supporting top cover 31 to move up and down on the outer wall of the first reinforcing supporting steel plates 21, wherein as shown in fig. 6 and 8, each of the waterproof supporting top covers 31 is at least provided with two bending portions, the bending radian of the bending portion arranged at the bottom is greater than that of the middle position of the waterproof supporting top cover 31, and the limiting sliding block 33 is mounted at the bottom of one of the bending portions of the waterproof supporting top covers 31, thereby when waterproof type supports the top cap 31 middle and lower part weight great, can drive waterproof type supports top cap 31 downstream, a plurality of drainage grooves 37 have been seted up to the inside of another kink of waterproof type support top cap 31, thereby when waterproof type supports top cap 31 is strikeed to the rainwater, flow to the kink of waterproof type support top cap 31 bottom along arc water drainage tank 32, the rainwater is collected in kink department, make the weight of waterproof type support top cap 31 the latter half be greater than the weight of the first half, thereby drive spacing type slider 33 and slide the inner chamber at spacing type spout 210, thereby make waterproof type support top cap 31 extend to both sides and remove, simultaneously, along with what waterproof type supported on the top cap 31 is moved down with being important, produce the extrusion to first reinforcement type bearing steel sheet 21, take place to rock.
As shown in fig. 8, a plurality of vertical drainage tubes 34 are connected to the bottom of the drainage groove 37, the horizontal drainage tube 35 is fixedly installed at the bottom of the vertical drainage tube 34 in an inclined shape, and the openings at the two ends of the horizontal drainage tube 35 are different in size, so that rainwater can be guided to flow out slowly, and the two ends of the horizontal drainage tube 35 are provided with connecting type supporting seats 36 for connecting with the vertical drainage tube 34, so that when rainwater impacts the waterproof supporting top cover 31, the rainwater flows out from the arc-shaped drainage groove 32 and flows out slowly on the horizontal drainage tube 35 through the vertical drainage tube 34.
It should be noted that, the first reinforced bearing steel plate 21 is fixedly installed on the top of the beam support 102 through the first limiting connection block 23, and the waterproof supporting top cover 31 is installed on the top of the first reinforced bearing steel plate 21, when the waterproof supporting top cover 31 is washed by rain water, rain water flows out downwards along the track of the arc-shaped drainage groove 32, and through the multiple bending parts on the waterproof supporting top cover 31, rain water is collected at the lower half part of the waterproof supporting top cover 31, so that the weight of the lower half part of the waterproof supporting top cover 31 is heavier than that of the upper half part of the waterproof supporting top cover 31, rain water flows into the horizontal drainage tube 35 through the drainage groove 37, so that the lower half part of the waterproof supporting top cover 31 is forced to pull the waterproof supporting top cover 31 downwards, and meanwhile, the first reinforced bearing steel plate 21 is extruded and swayed, so that the hydraulic bearing rod 29 in the inner cavity of the first reinforced bearing steel plate 21 is stretched, drive the activity of third reinforcement type bearing steel sheet 28 and peg graft inside first reinforcement type bearing steel sheet 21, keep the support stability of first reinforcement type bearing steel sheet 21 and second reinforcement type bearing steel sheet 25, angle between the second reinforcement type bearing steel sheet 25 reduces simultaneously, first reinforcement type bearing steel sheet 21 and second reinforcement type bearing steel sheet 25 upwards extend, support angle inclines more simultaneously, thereby the discharge of the rainwater of being more convenient for, and finally, after the rainwater of waterproof type support top cap 31 kink all discharged, waterproof type support top cap 31 loses gravity and pulls, self elastic restoring force shrink through connecting type waterproof area 38, thereby drive waterproof type support top cap 31 and resume the normal position.
Other embodiments in the scheme are shown in fig. 1 and 9-11, and further include a splicing type tile mechanism 4, and meanwhile, the waterproof type supporting top cover 31 and the arc-shaped drainage channel 32 are formed by splicing the multiple splicing type tile mechanisms 4 to form a roof structure, the splicing type tile mechanism 4 includes a splicing type tile main body 41, the splicing type tile main body 41 is made of polytetrafluoroethylene, the splicing type tile main body 41 is bent into at least two sections of concave bending portions after being heated, a positioning type clamping block 42 is installed at a corner of the splicing type tile main body 41, and positioning type splicing buckles 43 which are mutually matched are installed at the top and the bottom of the positioning type clamping block 42 and are used for longitudinally splicing the multiple splicing type tile main bodies 41;
as shown in fig. 11, a reserved positioning empty groove 45 is formed in the connection type tile body 41, a cross type airbag 46 for supporting is installed in the reserved positioning empty groove 45, the cross type airbag 46 is filled with gas, and the material of the cross type airbag 46 has the characteristic of flexibility;
meanwhile, the crossed airbag 46 includes a first obliquely suspended airbag body 461 and a second obliquely suspended airbag body 462, the first obliquely suspended airbag body 461 and the second obliquely suspended airbag body 462 are in a crossed shape, both ends of the first obliquely suspended airbag body 461 and the second obliquely suspended airbag body 462 are all in an integrated type communicated manner to form a spherical bag body 463, the diameter of the spherical bag body 463 after being inflated is larger than the first obliquely suspended airbag body 461 and the second obliquely suspended airbag body 462, a reserved positioning empty slot 45 is consistent with the first obliquely suspended airbag body 461 and the cross section shape of the second obliquely suspended airbag body 462.
As shown in fig. 9 and 10, the positioning engaging buckles 44 for preventing water are mounted on the bottoms of the engaging tile main body 41 and the positioning engaging blocks 42, and the positioning engaging buckles 44 form an outward expanding shape corresponding to the engaging tile main body 41;
for further characteristic points in the present embodiment, after the joining tile bodies 41 are assembled, the folding corners of the positioning joining buckles 44 are abutted against the straight cut edges to form the functions of sealing, water proofing and flow guiding; meanwhile, when the joining type tile body 41 is laid on the roof structure, the positioning type joining buckle 44 is used for positioning and fixing the roof structure at a fixed point by utilizing the suction cup type characteristic of the positioning type joining buckle.
In addition, a prefabricated transverse groove 47 is formed in the straight cutting edge of the connection type tile main body 41, and a connection type waterproof belt 48 is installed in the inner cavity of the prefabricated transverse groove 47;
meanwhile, the section of the connection type waterproof belt 48 is of a U-shaped structure with connection edges at two ends, the connection type waterproof belt 48 is made of SBS modified asphalt type coiled materials, the length of the outer edge of the connection type waterproof belt 48 is larger than that of the straight cutting edge of the corresponding connection type tile main body 41, meanwhile, in the connection process of a plurality of adjacent connection type waterproof belts 48, the positions where the connection type waterproof belts 48 are contacted are heated and deformed by using a flame spray gun to be connected, a complete waterproof surface is formed, and meanwhile, the connection type waterproof belt 48 is used for transversely splicing the connection type tile main bodies 41.
Based on the above scheme, it needs to be further explained in the present scheme that, when the assembled tile mechanism 4 is used to assemble the shapes of the waterproof supporting top cover 31 and the arc-shaped drainage channel 32, the linked tile main body 41 is fired at a high temperature or directly and integrally demolded into a corresponding shape, so as to ensure that the roof structure formed by the waterproof supporting top cover 31 and the arc-shaped drainage channel 32 at least comprises two bending portions, one bending portion is a raising bending portion, and the other bending portion is a rainwater bearing bending portion, and after the rainwater bearing bending portion receives the gravity of rainwater, the auxiliary raising is performed along the vertically placed drainage tube 34 as a fulcrum, so that the overall structure is in an upward extending condition, and the effect of draining the rainwater is improved;
in addition, when the plurality of linking type tile bodies 41 are stacked and accumulated through the positioning type linking buckles 43, after the lower halves of the first obliquely suspended air bag body 461 and the second obliquely suspended air bag body 462 of the rainwater bearing type bending part are subjected to rainwater pressure, the upper halves of the first obliquely suspended air bag body 461 and the second obliquely suspended air bag body 462 are simultaneously expanded and sequentially extruded towards the bottom of the linking type tile body 41 arranged in the front direction, so that the buffering performance of rainwater impact is improved, on the other hand, when the roof structure formed by the linking type tile bodies 41 is only connected through the rainwater bearing type bending part, the rest parts are in an unfixed state, at this time, the upper halves of the first obliquely suspended air bag body 461 and the second obliquely suspended air bag body 462 sequentially form a tilting acting force, and an auxiliary power source for upward movement of the roof tip part is improved;
finally, when the roof structure is laid, the joining type waterproof tape 48 is integrally formed into a complete surface by heating and bonding, so that the integral waterproof type is improved.
The above description is only a preferred embodiment of the present application and is not intended to limit the present application, and various modifications and changes may be made by those skilled in the art. Any modification, equivalent replacement, improvement and the like made within the spirit and principle of the present application shall be included in the protection scope of the present application.

Claims (10)

1. The utility model provides an assembled roof suspended beam structure is built in room, includes that the room is built frame structure (1), the top of frame structure is built in the room is equipped with the regulation type mechanism of suspending the roof beam (2) that is used for adjusting support angle and inclination, the top of regulation type mechanism of suspending the roof beam (2) is equipped with and is used for controlling the waterproof diversion mechanism (3) of regulation type mechanism of suspending the roof beam (2) support angle, its characterized in that, frame structure is built in the room (1) is including fore-set (101) and crossbeam support (102), the top of crossbeam support (102) is equipped with a plurality of first reinforcement type bearing steel sheets (21), and a plurality of the inside grafting of first reinforcement type bearing steel sheet (21) has third reinforcement type bearing steel sheet (28), one side fixed mounting that first reinforcement type bearing steel sheet (21) was kept away from to third reinforcement type bearing steel sheet (28) has second reinforcement type bearing steel sheet (25), the first reinforced bearing steel plates (21) are all arranged in a hollow state, and a hydraulic bearing rod (29) used for being connected with the third reinforced bearing steel plate (28) is inserted into an inner cavity of each first reinforced bearing steel plate (21);
one side of first reinforcement type bearing steel sheet (21) is equipped with waterproof type support top cap (31) that is used for keeping off the rain, a plurality of arc water drainage tank (32) that are used for the drainage are seted up on the surface of waterproof type support top cap (31), a plurality of drainage groove (37) have been seted up to the inside that waterproof type supported top cap (31), and are a plurality of the bottom of drainage groove (37) is vertical form intercommunication and is equipped with a plurality of erects and put drainage tube (34), and a plurality of the bottom of erectting to put drainage tube (34) is equipped with horizontal drainage tube (35) that is transverse arrangement.
2. The roof beam structure of claim 1, wherein the top pillar (101) and the beam support (102) are arranged in a vertical state, a rectangular slot is formed in the top of the beam support (102), a first limiting connecting block (23) is inserted into an inner cavity of the rectangular slot in the top of the beam support (102), a first hinged connecting seat (22) is fixedly mounted on one side of the first limiting connecting block (23), a second limiting connecting block (24) connected with the first reinforced bearing steel plate (21) is arranged on the outer wall of the first hinged connecting seat (22), and the first hinged connecting seat (22) and the second limiting connecting block (24) are arranged in a hinged state.
3. The assembled roof girder construction according to claim 2, wherein the first hinge-type connecting seats (22), the first position-limiting connecting blocks (23) and the second position-limiting connecting blocks (24) are combined with each other to form a rotary-type supporting member, and the plurality of first reinforcing-type supporting steel plates (21) are obliquely installed on top of the first reinforcing-type supporting steel plates (21) through the rotary-type supporting member.
4. The assembled roof cantilever beam structure is built in room of claim 3, wherein, a plurality of antiskid tile hanging plates (26) for laying waterproof sheets are fixedly installed on one side of the second reinforced bearing steel plate (25), the hydraulic supporting rods (29) and the third reinforced bearing steel plate (28) are arranged in a one-to-one correspondence manner, and the third reinforced bearing steel plate (28) and the second reinforced bearing steel plate (25) are arranged in an integrated manner.
5. The roof girder structure of claim 4, wherein the first reinforced steel supporting plates (21), the second reinforced steel supporting plates (25), the third reinforced steel supporting plates (28) and the hydraulic supporting rods (29) are mutually combined to form adjustable supporting members, the adjustable supporting members are at least arranged in two groups, the number of the second reinforced steel supporting plates (25) is at least two, a second hinge connecting seat (27) is arranged between the two second reinforced steel supporting plates (25), and the two second reinforced steel supporting plates (25) are arranged in a mutually hinged state through the second hinge connecting seats (27);
a plurality of spacing type spout (210) have all been seted up to one side of first reinforcement type bearing steel sheet (21), just the inner chamber of spacing type spout (210) be equipped with be used for with spacing type slider (33) that waterproof type supports top cap (31) and is connected, spacing type slider (33) sliding connection be in the inner chamber of spacing type spout (210).
6. The roof assembly type cantilever beam structure of claim 5, wherein the number of the waterproof supporting caps (31) is at least two, and a connection type waterproof tape (38) for fixedly connecting the two waterproof supporting caps (31) is arranged between the two waterproof supporting caps (31), and the connection type waterproof tape (38) has foldability and rebound elasticity;
each waterproof type supporting top cover (31) is at least provided with two bending parts, the two bending parts are respectively arranged at the waist part and the side part of the waterproof type supporting top cover (31), and the radian of the bending part of the waist part of the waterproof type supporting top cover (31) is smaller than that of the bending part at the side part;
the limiting sliding block (33) is fixedly arranged on one side of the waist bending part of the waterproof supporting top cover (31), and the vertically arranged drainage tube (34) and the horizontally arranged drainage tube (35) are communicated with each other and arranged at the bottom of the bending part at the side of the waterproof supporting top cover (31);
the horizontal drainage tube (35) is arranged in an inclined manner, openings at two ends of the horizontal drainage tube (35) are different in size, and connecting type supporting seats (36) used for being connected with the vertical drainage tube (34) are arranged at two ends of the horizontal drainage tube (35).
7. The assembled roof cantilever structure of building construction according to claim 6, further comprising a splicing type tile mechanism (4), wherein the waterproof type supporting top cover (31) and the arc-shaped drainage groove (32) are formed by mutually splicing a plurality of splicing type tile mechanisms (4), the splicing type tile mechanism (4) comprises a splicing type tile main body (41), the splicing type tile main body (41) is made of polytetrafluoroethylene, the splicing type tile main body (41) is bent into at least two sections of concave bending parts after being heated, a positioning type clamping block (42) is installed at the corner of the splicing type tile main body (41), and positioning type splicing buckles (43) which are mutually matched are installed at the top and the bottom of the positioning type clamping block (42) and are used for longitudinally splicing the plurality of splicing type tile main bodies (41);
connect type tile main part (41) inside and seted up reservation type location dead slot (45), the internally mounted of reservation type location dead slot (45) has crossing air bag (46) that are used for supporting, the inside packing of crossing air bag (46) has gas, just the material of crossing air bag (46) has the characteristic of pliability.
8. The room building assembled roof suspension beam structure according to claim 7, wherein the crossed airbag (46) comprises a first obliquely suspended airbag body (461) and a second obliquely suspended airbag body (462), the first obliquely suspended airbag body (461) and the second obliquely suspended airbag body (462) are arranged in a crossed manner, two ends of the first obliquely suspended airbag body (461) and the second obliquely suspended airbag body (462) are respectively provided with a spherical bag body (463) in an integrated manner, the diameter of the spherical bag body (463) after being inflated is larger than that of the first obliquely suspended airbag body (461) and the second obliquely suspended airbag body (462), and the reserved positioning empty slot (45) is arranged in a consistent manner with the cross-sectional shapes of the first obliquely suspended airbag body (461) and the second obliquely suspended airbag body (462).
9. The roof suspension beam structure of building construction assembly type according to claim 8, wherein the bottom of the joint type tile main body (41) and the positioning type clamping block (42) are provided with positioning type joint buckles (44) for water prevention, and the positioning type joint buckles (44) form an outward expansion type clamping cover shape corresponding to the shape of the joint type tile main body (41);
after the connection type tile main bodies (41) are mutually assembled, the folding corners of the positioning connection buckles (44) are mutually abutted with the straight cut edges to form the functions of sealing, water proofing and flow guiding;
meanwhile, when the connection type tile main body (41) is paved with a roof structure, the positioning connection buckle (44) is used for positioning and fixing the roof structure at a fixed point by utilizing the suction disc type characteristic of the positioning connection buckle.
10. The assembled roof cantilever beam structure of claim 9, wherein the prefabricated transverse groove (47) is opened at the straight cut edge of the connection type tile main body (41), and the connection type waterproof belt (48) is installed in the inner cavity of the prefabricated transverse groove (47);
the cross section of the joining type waterproof belt (48) is of a U-shaped structure with joining edges at two ends, the joining type waterproof belt (48) is made of SBS modified asphalt type coiled materials, the length of the outer edge of the joining type waterproof belt (48) is larger than the length of the straight cut edge of the corresponding joining type tile main body (41), and meanwhile, in the connecting process of a plurality of adjacent joining type waterproof belts (48), the parts of the plurality of joining type waterproof belts (48) which are contacted are heated, deformed and connected through flame spray guns, and a complete waterproof surface is formed.
CN202111007304.7A 2021-08-30 2021-08-30 Assembled roof suspended beam structure is built in room Active CN113833194B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115126241A (en) * 2022-07-29 2022-09-30 中铁建工集团有限公司 Steel construction room lid assembly device that slides

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU435334A1 (en) * 1972-02-01 1974-07-05 Центральный научно исследовательский , проектный ннст сельскому строительству PNEUMATIC COATING OF BUILDINGS AND CONSTRUCTIONS
CN105672482A (en) * 2016-01-29 2016-06-15 浙江水利水电学院 Large-span historic building roof surface repair jacking device and construction method
CN108035472A (en) * 2018-01-22 2018-05-15 南通知航机电科技有限公司 A kind of rail mounted gymnasium retractable roof
CN111877650A (en) * 2020-07-30 2020-11-03 乐昌市住宅建筑工程有限公司 Building roof waterproof system and waterproof detection method thereof
CN212358889U (en) * 2020-04-21 2021-01-15 深圳中壹建设(集团)有限公司 Building top roof waterproof construction
CN113235799A (en) * 2021-05-10 2021-08-10 芜湖恒驰钢构有限公司 Prefabricated housing construction roof steel construction with adjustable contained angle size

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU435334A1 (en) * 1972-02-01 1974-07-05 Центральный научно исследовательский , проектный ннст сельскому строительству PNEUMATIC COATING OF BUILDINGS AND CONSTRUCTIONS
CN105672482A (en) * 2016-01-29 2016-06-15 浙江水利水电学院 Large-span historic building roof surface repair jacking device and construction method
CN108035472A (en) * 2018-01-22 2018-05-15 南通知航机电科技有限公司 A kind of rail mounted gymnasium retractable roof
CN212358889U (en) * 2020-04-21 2021-01-15 深圳中壹建设(集团)有限公司 Building top roof waterproof construction
CN111877650A (en) * 2020-07-30 2020-11-03 乐昌市住宅建筑工程有限公司 Building roof waterproof system and waterproof detection method thereof
CN113235799A (en) * 2021-05-10 2021-08-10 芜湖恒驰钢构有限公司 Prefabricated housing construction roof steel construction with adjustable contained angle size

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN115126241A (en) * 2022-07-29 2022-09-30 中铁建工集团有限公司 Steel construction room lid assembly device that slides
CN115126241B (en) * 2022-07-29 2023-11-28 中铁建工集团有限公司 Steel construction roof slides and assembles device

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