CN106320590A - Roof assembling method - Google Patents
Roof assembling method Download PDFInfo
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- CN106320590A CN106320590A CN201610861384.5A CN201610861384A CN106320590A CN 106320590 A CN106320590 A CN 106320590A CN 201610861384 A CN201610861384 A CN 201610861384A CN 106320590 A CN106320590 A CN 106320590A
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- Prior art keywords
- roof boarding
- roof
- boarding
- gripper shoe
- built
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- 238000000034 method Methods 0.000 title claims abstract description 42
- 238000011065 in-situ storage Methods 0.000 claims abstract description 27
- 238000004873 anchoring Methods 0.000 claims abstract description 23
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 4
- 230000002787 reinforcement Effects 0.000 claims description 28
- 229910000831 Steel Inorganic materials 0.000 claims description 18
- 239000010959 steel Substances 0.000 claims description 18
- 239000000725 suspension Substances 0.000 claims description 13
- 229920001971 elastomer Polymers 0.000 claims description 9
- 240000009087 Crescentia cujete Species 0.000 claims description 7
- 235000005983 Crescentia cujete Nutrition 0.000 claims description 7
- 235000009797 Lagenaria vulgaris Nutrition 0.000 claims description 7
- 238000003780 insertion Methods 0.000 claims description 7
- 230000037431 insertion Effects 0.000 claims description 7
- 238000009434 installation Methods 0.000 claims description 7
- 238000010276 construction Methods 0.000 abstract description 13
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 description 14
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 13
- 210000003205 muscle Anatomy 0.000 description 10
- 238000009413 insulation Methods 0.000 description 7
- 238000004078 waterproofing Methods 0.000 description 7
- 238000007569 slipcasting Methods 0.000 description 6
- 239000002002 slurry Substances 0.000 description 6
- 238000009417 prefabrication Methods 0.000 description 4
- 230000004308 accommodation Effects 0.000 description 3
- 230000015572 biosynthetic process Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000005489 elastic deformation Effects 0.000 description 2
- 239000000806 elastomer Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000007789 sealing Methods 0.000 description 2
- 230000035939 shock Effects 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000005538 encapsulation Methods 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 229910052755 nonmetal Inorganic materials 0.000 description 1
- 238000012163 sequencing technique Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 230000000007 visual effect Effects 0.000 description 1
- 238000010792 warming Methods 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/04—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs supported by horizontal beams or the equivalent resting on the walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
- E04B7/06—Constructions of roof intersections or hipped ends
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention belongs to the field of building construction and discloses a roof assembling method. First embedded parts and second embedded parts are arranged on the upper sides of roofing boards, groove openings are formed in the bottoms of the lower sides of the roofing boards, and insert holes are formed at the groove openings formed in the roofing boards. The roof assembling method comprises the following steps that 1, beams are hoisted and positioned, connecting supports are arranged, and roofing board hoisting angles are adjusted; 2, the roofing boards on two sides of the beams are hoisted: anchoring parts are arranged at the tops of the wall boards, extend into the groove openings from the tops of the wall boards and penetrate into the insert holes long the tops of the wall boards, the insert holes are filled with mortar, and the upper sides of the roofing boards are fixedly connected with the connecting supports through the first embedded parts; 3, cast-in-situ layers are cast. The roof assembling method is simple in process, low in construction cost and short in constriction period. In addition, the integrality of the roofing structure of the roof constructed by adopting the method is strengthened, force conduction between the roof and beams and the wall boards is promoted, and meanwhile the seismic performance of a roof structure system is strengthened.
Description
Technical field
The invention belongs to the realm of building construction, be specifically related to the assembly method of a kind of roof system.
Background technology
Traditional roof structure is vertical roof truss on wallboard or beam, then lays tile on roof truss, along with modern architecture
Rise, the variation that the structure of roofing becomes, roofing collection is heat insulation, water-proof function one, is generally divided into cast-in-place and roof boarding and lays
Two ways.Cast-in-site roof, especially pitched roof, formwork difficulty, mold shape is many, complex process, and roofing weight is relatively big,
It is unfavorable for antidetonation.In roof boarding laying structure, mainly vertical on wallboard have steel roof truss, and roof boarding, roofing are then placed above
Plate is made up of " profiled sheet+warming plate+profiled sheet ".Traditional roof boarding construction assembly method has the disadvantage that work
The skilled worker that power is intensive, traditional is many, poor working environment, work post cannot simultaneously or intersect carry out, execution cycle length, workload
Greatly, complex procedures, wet trade, security incident be many, high cost.
In sum, for cost-effective, improve efficiency of construction, need the roof system that provides a kind of easy construction, cycle short badly
Assembly method.
Summary of the invention
It is an object of the invention to put forward the assembly method of a kind of easy construction, cycle short roof system.
Above-mentioned purpose is to be achieved through the following technical solutions: the assembly method of a kind of roof system, and described roof system includes roof boarding
And beam, described roof system stands on wallboard, and the upside of described roof boarding is provided with the first built-in fitting and the second built-in fitting, described roofing
Bottom on the downside of plate arranges notch, and described roof boarding is offered and is provided with insertion hole at notch, and described second built-in fitting is along roof boarding
Side is stretched out and extends to roof panel outer side, is provided with stirrup in described beam, and described stirrup portion extend out to the top of described beam, institute
State assembly method to comprise the steps:
(1) the lifting dropping place of beam: by beam handling dropping place to wallboard, the two ends of described beam ride upon respectively and are oppositely arranged
Two pieces of panel tops；Connect the setting of support: by described connection support dropping place on described beam, and formed with described beam and reliably connect
Connect；The regulation of roof boarding lifting angle: regulation roof boarding and the angle of horizontal plane, determines the roof boarding gradient；
(2) lifting of beam both sides roof boarding: roof boarding is hoisted to the top of beam and wallboard, slow dropping place, roof boarding
Downside is stood on wallboard, and described panel tops is provided with anchoring piece, and along with the dropping place of roof boarding, panel tops stretches to described notch
In, described anchoring piece penetrates in described insertion hole along panel tops, is perfused with mortar inserting in the hole；The upside of roof boarding is passed through
First built-in fitting fixes connection with being connected support；
(3) the pouring of in-situ layer: the roof boarding of beam and its both sides separately constitutes bed die and side form, pours on the top of beam
In-situ layer, stretches out the position of roof boarding by described second built-in fitting and described stirrup stretches out the position of described beam and is anchored at cast-in-place
In layer.
The assembly method of a kind of roof system proposed by the invention, is different from of the prior art cast-in-place and roof boarding laying
Construction method, operation is simple, and cost is low, short construction period, and in the roof system constructed by the method under roof boarding and roof system
The formation in portion is reliably connected, and the second built-in fitting, stirrup and in-situ layer are reliably connected and are formed overall common stress, not only strengthen
The globality of roof structure, the beneficially conduction of power between roofing and beam and wallboard, the most reinforced roof structure system
Shock resistance, and the present invention is without using roof truss, easy for installation, safe and reliable, good integrity, and low cost.Meanwhile, in-situ layer
Pour avoid on the upside of beam formed cavity, this can be effectively increased water resistance and the heat insulating ability of roof structure after being partially filled with
Energy.
It will be appreciated by those skilled in the art that roof boarding dropping place wallboard and beam dropping place the most same wall of wallboard
Plate.
Further, described connection support includes top board, support member, connector and reinforcement, and wherein, described support member includes
First gripper shoe and the second gripper shoe, described first gripper shoe and the second gripper shoe are separately positioned on the both sides bottom described top board
And extend to the lower section of described top board, described connector includes the first connecting plate and the second connecting plate, described first connecting plate and
Second connecting plate both sides with described top board respectively are connected, and described first connecting plate and the second connecting plate are the predetermined gradient, institute
State reinforcement and at least include that the first reinforcement and the second reinforcement, described first reinforcement connect described first connecting plate and first
Gripper shoe, described second reinforcement connects described second connecting plate and the second gripper shoe；In described step (1), beam is clamped in
Between first gripper shoe and the second gripper shoe, make connection support and beam clamping, in the roof boarding of described step (3) central sill both sides
First built-in fitting welds with the first connecting plate and the second connecting plate respectively.During use, connection support is shelved on crossbeam, crossbeam
It is clamped between the first gripper shoe and the second gripper shoe, when after the roof boarding dropping place of beam both sides, by the roof boarding of beam both sides
First anchoring piece is fixing with the first connecting plate and the second connecting plate respectively to be connected, it is achieved roof boarding and the connection of beam, roof boarding
Load passes to support member by reinforcement, is ultimately transferred to beam, and certainly, described beam is provided on wallboard.So, increase
Add the installation effectiveness of roof boarding, and saved cost, connected the own simple in construction of support, easy to use, and connect reliable.Should
Work as understanding, herein the first connecting plate and specifically referring to and coupled roof boarding institute described in the second connecting plate in the predetermined gradient
In the gradient consistent, be so easy to connect support and connect roof boarding and beam.
Further, described connection support also includes the first side plate and the second side plate, described first side plate and the first gripper shoe
Being oppositely arranged and pass through the first reinforcement and the first gripper shoe is connected, described second side plate and the second gripper shoe are oppositely arranged and lead to
Cross the second reinforcement and the second gripper shoe to be connected, the top of described first side plate and the second side plate respectively with described first connecting plate
It is connected with the second connecting plate.So, roof structure is the most firm, and the ability bearing roof boarding load is higher.
Further, described notch is horizontally disposed with, and is provided with elastic cushion block in described notch.Owing to roof boarding has certain weight
Amount, especially concrete face-board for room, the setting of elastic base, during roof boarding dropping place, play certain cushioning effect,
Meanwhile, elastic base can occur elastic deformation, it is easy to adjusts the flatness of roof boarding.Described anchoring piece inserts through elastic cushion block
Described insert in the hole.
Further, described roof boarding is provided with the 3rd built-in fitting, and described 3rd built-in fitting is fixing with elastic cushion block to be connected.As
This, elastic cushion block is formed with roof boarding and is reliably connected, it is to avoid during lifting roof boarding, elastic cushion block comes off from notch.Excellent
Described 3rd built-in fitting is selected to be bolted with elastic cushion block.Preferably, described elastic cushion block is board-like rubber blanket.Board-like rubber
Pad the most wear-resisting but also load performance good, durable in use.
Further, stating the first built-in fitting and include fixed plate and anchoring supporting leg, described anchoring supporting leg is anchored at inside roof boarding,
Described fixed plate at least partly exposes to roof boarding bottom surface.So, not only anchoring property is good, and fixed plate at least partly exposes to room
Panel bottom surface is easy to it and is welded with connecting plate.Preferably, fixed plate only joint face exposes.Due to the restriction of roof structure, fixed plate
Use with connecting plate the mode welded more suitable, not only connect reliable, and it is more convenient to construct.
Further, described second built-in fitting is embedded bar.For ensureing the intensity of roof boarding, prefabrication process is provided with structure
Muscle, i.e. embedded bar, for saving material, in prefabrication process, embedded bar stretches out roof boarding and uses as built-in fitting.
Further, described second built-in fitting includes connecting rod and the supporting leg being arranged in connecting rod, and described supporting leg anchors
Inside roof boarding, described connecting rod extend out to roof panel outer side along the side of roof boarding.So, anchoring property is preferable.
Further, be additionally included in after described step (3) ridge install cover plate step, the both sides of described cover plate respectively with beam
The roof boarding of both sides is fixing to be connected.So, angle ridge can be formed on in-situ layer top, it is preferable that described cover plate by nailing or
Self threading pin is connected with roof boarding.
Further, in described step (1), roof boarding lifts concretely comprising the following steps of the regulation of angle: use suspension bracket and steel wire rope
Hanging the upper side and lower side of roof boarding, the suspension centre of the downside of described roof boarding is connected with regulation calabash, adjusts room by regulation calabash
With the distance of suspension bracket on the downside of panel, use bevel protractor and plumb line to determine roof boarding with horizontal plane angle, and then determine room
The installation gradient of panel.
Further, in described step (1), roof boarding lifts concretely comprising the following steps of the regulation of angle: use suspension bracket and steel wire rope
Hang the upper side and lower side of roof boarding, use lifting angle regulator to determine the gradient of roof boarding, described lifting angular adjustment
Device includes that support and the gradient determine that plate, the described gradient determine that plate is consistent with the gradient of roof system roof boarding；Roof boarding is hoisted to
The gradient determines and determines the roof boarding gradient on plate.
Further, the gap between beam and roof boarding is used the closure of strip template by described step (3), or uses waterproof
Coiled material covers closure, or uses rubber strip closure, carries out pouring of in-situ layer after closure.So, it is to avoid the mistake that in-situ layer pours
Cheng Fasheng spillage phenomenon.
Further, the step of roof boarding water-proofing treatment is also included after described step (3).So, the anti-of roof boarding can be increased
Aqueous energy.
Further, described roof boarding is provided with heat-insulation layer.So, roof boarding has good heat-insulating property, strengthens building
The integral heat insulation effect of thing.
Further, arranging elongated muscle before in-situ layer pours in described step (3) on the top of beam, described elongated muscle passes institute
State stirrup, then pour in-situ layer so that elongated muscle is anchored in in-situ layer.So, the strong of in-situ layer can be not only effectively increased
Degree, can increase the globality of beam and in-situ layer simultaneously.
Further, described in step (2), the both sides of beam are all lifted with polylith roof boarding, and described roof boarding is assembled into entirety.
When roofing area is bigger, due to lifting problem, the roofing of the both sides of described beam will be assembled into entirety by polylith roof boarding.
Further, the Mosaic face of described roof boarding is embedded with elastic water-proof body.In the manufacturing process of roof boarding, elasticity is prevented
Water body is embedded in its Mosaic face, when, after the same side roof boarding assembly of beam, the roof boarding of adjacent assembly is the most crowded by water-proof elastomer
It is pressed in the Mosaic face of the two, so, water can be prevented along the Mosaic face seepage of roof boarding.Preferably, can be at roof boarding and elastic water-proof
The contact surface of body arranges groove, and elastic water-proof body side embeds the Mosaic face of roof boarding, and opposite side is squeezed into another room corresponding
In the groove in panel splicing face, the most both can play waterproof effect, nor affect on the assembled effect of roof boarding.
Further, the Mosaic face of described roof boarding arranges slip casting groove, is perfused with waterproofing slurry in described slip casting groove.At beam
After the roof boarding splicing of the same side, it is perfused with waterproofing slurry in described slip casting groove, carries out waterproof sealing, when waterproofing slurry hardens
After, form waterproof layer at Mosaic face, can effectively prevent water along Mosaic face seepage.
Further, the Mosaic face of described roof boarding is provided with waterproof steel plate, and adjacent waterproof steel plate is welded into entirety.Waterproof steel
Plate is preferably located at the periphery of Mosaic face, and after the roof boarding splicing in the same side of beam, adjacent waterproof steel plate is welded into entirety, this
Time waterproof steel plate play and close or block the effect of Mosaic face, can effectively prevent water along Mosaic face seepage.
In above-mentioned structure, can effectively solve the waterproof problem of roof system, so, laying watt can be carried out without roof boarding top again
Sheet carries out waterproof, enormously simplify roof structure and construction technology, provides cost savings simultaneously.
Accompanying drawing explanation
The accompanying drawing of the part constituting the present invention is used for providing a further understanding of the present invention, and the present invention's is schematic real
Execute example and illustrate for explaining the present invention, being not intended that inappropriate limitation of the present invention.
Fig. 1 is the structural representation of the assembled roof system involved by one embodiment of the present invention；
Fig. 2 and Fig. 3 is respectively in Fig. 1 the involved structural representation connecting support different visual angles；
Fig. 4 is the structural representation of the first built-in fitting involved by one embodiment of the present invention；
Fig. 5 is the first built-in fitting involved in Fig. 4 and the front schematic view of anchoring piece；
Fig. 6 is the structural representation of the second built-in fitting involved by one embodiment of the present invention；
Fig. 7 is the connection node schematic diagram of the roof boarding involved by one embodiment of the present invention and wallboard；
Fig. 8 is the structural representation of involved roof boarding involved in Fig. 7；
Fig. 9 is the regulation schematic diagram of the roof boarding lifting angle involved by one embodiment of the present invention.
In figure:
1 roof boarding 2 beam 3 wallboard 4 first built-in fitting
5 second built-in fitting 6 stirrup 7 in-situ layer 8 cover plates
9 top board 10 first gripper shoe 11 second gripper shoe 12 first connecting plates
13 second connecting plate 14 first reinforcement 15 second reinforcement 16 first side plates
17 second side plate 18 fixed plates 19 anchor supporting leg 20 connecting rod
The 21 elongated muscle 24 of supporting leg 22 heat-insulation layer 23 connect support
25 notch 26 anchoring pieces 27 insert hole 28 elastic cushion block
29 the 3rd built-in fitting 30 suspension bracket 31 calabash 32 bevel protractors
33 plumb lines
Detailed description of the invention
Describing the present invention below in conjunction with the accompanying drawings, the description of this part is only exemplary and explanatory, should not
Protection scope of the present invention is had any restriction effect.Additionally, those skilled in the art are according to the description of presents, can be right
In presents, the feature in embodiment and in different embodiment carries out respective combination.
The embodiment of the present invention is as follows, and with reference to Fig. 1 and Fig. 7, the assembly method of a kind of roof system, described roof system includes roof boarding 1
With beam 2, described roof system stands on wallboard 3, and the upside of described roof boarding 1 is provided with the first built-in fitting 4 and the second built-in fitting 5, institute
Stating the bottom on the downside of roof boarding 1 and arrange notch 25, described roof boarding 1 is offered and is provided with insertion hole 27 at notch 25, described second pre-
Embedded part 5 stretches out along the side of roof boarding 1 and extends outside roof boarding 1, is provided with stirrup 6, described stirrup 6 part in described beam 2
Extending out to the top of described beam 2, described assembly method comprises the steps:
(1) the lifting dropping place of beam 2: by beam 2 handling dropping place to wallboard 3, the two ends of described beam 2 ride upon respectively and relatively set
Two pieces of wallboard 3 tops put；Connect the setting of support 24: by described connection support 24 dropping place on described beam 2, and with described beam
2 formation are reliably connected；Roof boarding 1 lifts the regulation of angle: regulates the angle of roof boarding 1 and horizontal plane, determines roof boarding 1 slope
Degree；
(2) lifting of beam 2 both sides roof boarding 1: roof boarding 1 is hoisted to beam 2 and the top of wallboard 3, slow dropping place, roofing
The downside of plate 1 is stood on wallboard 3, and described wallboard 3 top is provided with anchoring piece 26, and along with the dropping place of roof boarding 1, wallboard 3 top is stretched
Entering to described notch 25, described anchoring piece 26 penetrates in described insertion hole 27 along wallboard 3 top, is perfused with in inserting hole 27
Mortar；The upside of roof boarding 1 fixes connection by the first built-in fitting 4 with being connected support 24；
(3) the pouring of in-situ layer 7: separately constituted bed die and side form by the roof boarding 1 of beam 2 and its both sides, upper at beam 2
Portion carries out pouring in-situ layer 7, and position and described stirrup 6 that described second built-in fitting 5 stretches out roof boarding 1 stretch out described beam 2
Position be anchored in in-situ layer 7.
The assembly method of a kind of roof system proposed by the invention, is different from cast-in-place and roof boarding 1 of the prior art and lays
Construction method, operation is simple, and cost is low, short construction period, and roof boarding 1 and roof system in the roof system constructed by the method
The formation of bottom is reliably connected, and the second built-in fitting 5, stirrup 6 and in-situ layer 7 are reliably connected and are formed overall common stress, not only
Strengthening the conduction of power between the globality of roof structure, beneficially roofing and beam 2 and wallboard 3, the most reinforced roofing is tied
The shock resistance of structure system, and the present invention is without using roof truss, easy for installation, safe and reliable, good integrity, and low cost.
It will be appreciated by those skilled in the art that roof boarding 1 dropping place wallboard 3 and beam 2 dropping place wallboard 3 the most same
Wallboard 3.It should be noted that it will be appreciated by those skilled in the art that the lifting dropping place of step (1) central sill 2, connect support 24
The assembling process of the regulation that setting, roof boarding 1 lift angle does not has sequencing the most in logic, and above-mentioned three steps also can be same
Shi Jinhang, the conversion of the most above-mentioned three step orders has no effect on the assembling result of the present invention, and certainly, manpower and hanging device are limited
In the case of, preferably carry out according to the procedural order described in above-mentioned steps (1)；So three dresses above-mentioned in place's step (1)
Join process it cannot be assumed that being is the restriction to assemble sequence concrete in above-mentioned steps (1).On the basis of above-described embodiment, this
In another embodiment bright, such as Fig. 2 and Fig. 3, described connection support 24 includes top board 9, support member, connector and reinforcement, wherein,
Described support member includes that the first gripper shoe 10 and the second gripper shoe 11, described first gripper shoe 10 and the second gripper shoe 11 set respectively
Putting the both sides bottom described top board 9 and extend to the lower section of described top board 9, described connector includes the first connecting plate 12 and the
Two connecting plates 13, described first connecting plate 12 with the second connecting plate 13 respectively both sides with described top board 9 be connected, described first even
Fishplate bar 12 and the second connecting plate 13 are in the predetermined gradient, and described reinforcement at least includes the first reinforcement 14 and the second reinforcement
15, described first reinforcement 14 connects described first connecting plate 12 and the first gripper shoe 10, and described second reinforcement 15 connects institute
State the second connecting plate 13 and the second gripper shoe 11；In described step (1), beam 2 is clamped in the first gripper shoe 10 and second and supports
Between plate 11, make connection support 24 and beam 2 clamping, the first built-in fitting 4 points in the roof boarding 1 of described step (2) central sill 2 both sides
Do not weld with the first connecting plate 12 and the second connecting plate 13.During use, being shelved on crossbeam 2 by connection support 24, crossbeam 2 is pressed from both sides
Hold between the first gripper shoe 10 and the second gripper shoe 11, when after roof boarding 1 dropping place of beam 2 both sides, by beam 2 both sides roof boarding 1
In the first anchoring piece 26 respectively with the first connecting plate 12 and the second connecting plate 13 is fixing is connected, it is achieved roof boarding 1 and the company of beam 2
Connecing, the load of roof boarding 1 passes to support member by reinforcement, is ultimately transferred to beam 2, and certainly, described beam 2 is provided in wallboard
On 3.So, considerably increase the installation effectiveness of roof boarding 1, and saved cost, connect the simple in construction of support 24 own, use
Simplicity, and connect reliable.Should be appreciated that described in the first connecting plate 12 and the second connecting plate 13 herein is concrete in the predetermined gradient
Refer to coupled roof boarding 1 in the gradient consistent, so be easy to connect support 24 connect roof boarding 1 and beam 2.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 2 and Fig. 3, described connection support 24 also wraps
Including the first side plate 16 and the second side plate 17, described first side plate 16 and the first gripper shoe 10 are oppositely arranged and pass through the first reinforcement
14 are connected with the first gripper shoe 10, described second side plate 17 and the second gripper shoe 11 be oppositely arranged and pass through the second reinforcement 15 with
Second gripper shoe 11 is connected, the top of described first side plate 16 and the second side plate 17 respectively with described first connecting plate 12 and second
Connecting plate 13 is connected.So, roof structure is the most firm, and the ability bearing roof boarding 1 load is higher.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1, Fig. 7 and Fig. 8, described notch 25 level
Arrange, in described notch 25, be provided with elastic cushion block 28.Owing to roof boarding 1 has certain weight, especially concrete face-board for room
1, the setting of elastic base, during roof boarding 1 dropping place, play certain cushioning effect, meanwhile, elastic base can occur
Elastic deformation, it is easy to adjust the flatness of roof boarding 1.Described anchoring piece 26 inserts described insertion hole 27 through elastic cushion block 28
In.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 7, it is pre-buried that described roof boarding 1 is provided with the 3rd
Part 29, described 3rd built-in fitting 29 is fixing with elastic cushion block 28 to be connected.So, elastic cushion block 28 is formed with roof boarding 1 and reliably connects
Connect, it is to avoid during lifting roof boarding 1, elastic cushion block 28 comes off from notch 25.The most described 3rd built-in fitting 29 is with elastic
Cushion block 28 is bolted.Preferably, described elastic cushion block 28 is board-like rubber blanket.Board-like rubber blanket is the most wear-resisting but also pressure-bearing
Performance is good, durable in use.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 4 and Fig. 5, state the first built-in fitting 4 and include
Fixed plate 18 and anchoring supporting leg 19, it is internal that described anchoring supporting leg 19 is anchored at roof boarding 1, and described fixed plate 18 at least partly exposes
To roof boarding 1 bottom surface.So, not only anchoring property is good, and fixed plate 18 at least partly exposes to roof boarding 1 bottom surface to be easy to it and connect
Fishplate bar welds.Preferably, fixed plate 18 only joint face exposes.Due to the restriction of roof structure, fixed plate 18 uses weldering with connecting plate
The mode connect is more suitable, not only connects reliable, and it is more convenient to construct.
On the basis of above-described embodiment, in another embodiment of the present invention, described second built-in fitting 5 is embedded bar.For
Ensure the intensity of roof boarding 1, prefabrication process is provided with structure muscle, i.e. embedded bar, for saving material, pre-buried steel in prefabrication process
Muscle stretches out roof boarding 1 and uses as built-in fitting.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 6, described second built-in fitting 5 includes connecting
Bar 20 and the supporting leg 21 being arranged in connecting rod 20, it is internal that described supporting leg 21 is anchored at roof boarding 1, and described connecting rod 20 is along room
The side of panel 1 extend out to outside roof boarding 1.So, anchoring property is preferable.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1, described step is additionally included in room after (3)
Ridge installs the step of cover plate 8, and the both sides of described cover plate 8 are fixing with the roof boarding 1 of beam 2 both sides respectively to be connected.So, can be cast-in-place
Angle ridge is formed at layer 7 top, it is preferable that described cover plate 8 is connected with roof boarding 1 by nailing or self threading pin.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 9, in described step (1), roof boarding 1 hangs
Concretely comprising the following steps of the regulation of dress angle: use suspension bracket 30 and steel wire rope to hang the upper side and lower side of roof boarding 1, described roof boarding
The suspension centre of the downside of 1 is connected with regulation calabash 31, adjusts on the downside of roof boarding 1 distance with suspension bracket 30 by regulation calabash 31, uses
Bevel protractor 32 and plumb line 33 determine roof boarding 1 with horizontal plane angle, and then determine the installation gradient of roof boarding 1.
On the basis of above-described embodiment, in another embodiment of the present invention, in described step (1), roof boarding 1 lifts angle
The concretely comprising the following steps of regulation: use suspension bracket 30 and steel wire rope to hang the upper side and lower side of roof boarding 1, use lifting angular adjustment
Device determines that the gradient of roof boarding 1, described lifting angle regulator include that support and the gradient determine that plate, the described gradient determine plate
Consistent with the gradient of roof system roof boarding 1；Roof boarding 1 is hoisted to the gradient determine and on plate, determine roof boarding 1 gradient.
On the basis of above-described embodiment, in another embodiment of the present invention, in described step (3) by beam 2 and roof boarding 1 it
Between gap use strip template closure, or use waterproof roll cover closure, or use rubber strip closure, complete after closure joint
Point is cast-in-place.So, it is to avoid the process generation spillage phenomenon that in-situ layer 7 pours.
On the basis of above-described embodiment, in another embodiment of the present invention, after described step (3), also include that roof boarding 1 is prevented
The step that water processes.So, the water resistance of roof boarding 1 can be increased.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 8, described roof boarding 1 is provided with heat-insulation layer
22.So, roof boarding 1 has good heat-insulating property, strengthens the integral heat insulation effect of building.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 1, in described step (3), in-situ layer 7 waters
Arrange elongated muscle 23 before building on the top of beam 2, described elongated muscle 23, through described stirrup 6, then pours in-situ layer 7 so that logical
Long muscle 23 is anchored in in-situ layer 7.So, not only can be effectively increased the intensity of in-situ layer 7, beam 2 and in-situ layer 7 can be increased simultaneously
Globality.
On the basis of above-described embodiment, in another embodiment of the present invention, described in step (2), the both sides of beam 2 all lift
Polylith roof boarding 1, described roof boarding 1 is had to be assembled into entirety.When roofing area is bigger, due to lifting problem, the two of described beam 2
The roofing of side will be assembled into entirety by polylith roof boarding 1.
On the basis of above-described embodiment, in another embodiment of the present invention, the Mosaic face of described roof boarding 1 is embedded with elastic anti-
Water body.In the manufacturing process of roof boarding 1, elastic water-proof body is embedded in its Mosaic face, when the same side roof boarding 1 of beam 2 is assembled
After, water-proof elastomer is tightly squeezed in the Mosaic face of the two by the roof boarding 1 of adjacent assembly, so, water can be prevented along roof boarding 1
Mosaic face seepage.Preferably, can arrange groove at the contact surface of roof boarding 1 with elastic water-proof body, elastic water-proof body side embeds
The Mosaic face of roof boarding 1, opposite side is squeezed in the groove of another roof boarding 1 Mosaic face corresponding, the most both can play waterproof
Effect, nor affects on the assembled effect of roof boarding 1.
On the basis of above-described embodiment, in another embodiment of the present invention, the Mosaic face of described roof boarding 1 arranges slip casting
Groove, is perfused with waterproofing slurry in described slip casting groove.After roof boarding 1 splicing in the same side of beam 2, it is perfused with in described slip casting groove
Waterproofing slurry, carries out waterproof sealing, after waterproofing slurry hardens, forms waterproof layer at Mosaic face, can effectively prevent water along splicing
Face seepage.
On the basis of above-described embodiment, in another embodiment of the present invention, the Mosaic face of described roof boarding 1 is provided with waterproof steel
Plate, adjacent waterproof steel plate is welded into entirety.Waterproof steel plate is preferably located at the periphery of Mosaic face, at the roofing of the same side of beam 2
After plate 1 splicing, adjacent waterproof steel plate is welded into entirety, and waterproof steel plate now plays the effect closing or blocking Mosaic face,
Can effectively prevent water along Mosaic face seepage.
On the basis of above-described embodiment, in another embodiment of the present invention, the end face of described roof boarding 1 is provided with tile hanging part,
Being mounted with tile on described tile hanging part, described roof boarding 1 end face is covered by described tile.This roof boarding 1 uses concrete prefabricated,
Intensity is big, single domatic uses one piece of roof boarding 1, and installation process only needs to be winched on beam 2, is configured to roofing and ties
Structure, and tile is integrated on roof boarding 1, while roof boarding 1 has lifted, also complete executing of roof sheet tile structure
Work, it is not necessary to follow-up workman carries out secondary operation, will not affect its water resistance and heat-insulating property to causing the damage of roof boarding 1,
Aerial work can be reduced simultaneously as far as possible, improve the safety of construction.
On the basis of above-described embodiment, in another embodiment of the present invention, described tile hanging part is provided with draw-in groove, described tile
Bottom is provided with flexible snap, and described flexible snap is connected in described draw-in groove.So, tile can be effectively improved to tie with roof boarding 1
The stability of structure, during roof boarding 1 can be avoided to lift, tile comes off；Certainly, described tile can be metallic tile also
Nonmetal tile.
On the basis of above-described embodiment, in another embodiment of the present invention, described tile hanging part becomes with roof boarding 1 one-piece casting
Type.It is arranged such, strengthens tile hanging part and can ensure that roof boarding 1 structural intergrity, Bu Huiyou while the globality of roof boarding 1
In subsequent installation process, the end face of roof boarding 1 is damaged, thus affect its water resistance.
On the basis of above-described embodiment, in another embodiment of the present invention, described roof boarding 1 is formed by concrete prefabricated,
The end face of described roof boarding 1 includes tile, and described tile is by metal stamping formed, and described tile becomes with roof boarding 1 one-piece casting
Type.
On the basis of above-described embodiment, in another embodiment of the present invention, bottom described tile, it is provided with fixture, described solid
Locking member is embedded in described roof boarding 1, and concrete layer is close in the bottom surface of described tile.So, tile is difficult to take off with roof boarding 1
Fall, even if the most in use running into the situation of strong wind.
On the basis of above-described embodiment, in another embodiment of the present invention, the edge of described tile is provided with standing-seam.As
This is arranged, it is simple to the tile being disposed adjacent connects.
On the basis of above-described embodiment, in another embodiment of the present invention, tile and roof boarding 1 are by described in connector watt
Sheet is provided with buckle, and described buckle is connected on connector.Being arranged such, during roof boarding 1 can be avoided to lift, tile is de-
Fall.
On the basis of above-described embodiment, in another embodiment of the present invention, the main body of described roof boarding 1 includes that concrete is pre-
Making sheet, the end face of described concrete prefabricated board is fixing connects bracing frame, and support frame as described above is by frame and orthogonal connecting rod structure
Becoming, described frame constitutes accommodation space with connecting rod, is filled with solar panels in described accommodation space.
On the basis of above-described embodiment, in another embodiment of the present invention, support frame as described above is provided with fixture, described fixing
Part is embedded in concrete prefabricated board.It is arranged such that the fixture of bracing frame during concrete prefabricated sheet metal forming
Part is pre-buried within it, and such bracing frame is more preferable with concrete prefabricated board globality, connects the most firm.
On the basis of above-described embodiment, in another embodiment of the present invention, in described concrete prefabricated board, it is embedded with connection
Part, described connector part exposes the end face to concrete prefabricated board, and described connector exposes the position to concrete prefabricated board
Connect support frame as described above.
On the basis of above-described embodiment, in another embodiment of the present invention, described support is provided with force bearing plate, described load
Plate is arranged on bottom accommodation space, and described solar panels are arranged on force bearing plate, sets between described force bearing plate and top of concrete
Headspace, the end face of described concrete prefabricated board is had to be equipped with waterproof roll.The setting of headspace, facilitates solar panels to pacify
In process of assembling, the laying of circuit, the most attractive in appearance, and middle air layer can play the most heat insulation effect, and concrete is pre-
The end face of making sheet be equipped with waterproof roll can have play waterproof and every the effect of vapour.
When solar panels are arranged with tile simultaneously, solar panels are arranged on tile top, for supporting solar panels
Support passes tile, and the cross-under position of the two uses marine glue to carry out encapsulation process.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For Yuan, under the premise without departing from the principles of the invention, it is also possible to make some improvements and modifications, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (10)
1. an assembly method for roof system, described roof system includes that roof boarding and beam, described roof system stand on wallboard, and its feature exists
In, the upside of described roof boarding is provided with the first built-in fitting and the second built-in fitting, and the bottom on the downside of described roof boarding arranges notch,
Described roof boarding is offered and is provided with insertion hole at notch, and described second built-in fitting stretches out and to roof panel outer side along the side of roof boarding
Extending, be provided with stirrup in described beam, described stirrup portion extend out to the top of described beam, and described assembly method includes walking as follows
Rapid:
(1) the lifting dropping place of beam: by beam handling dropping place to wallboard, the two ends of described beam ride upon two pieces be oppositely arranged respectively
Panel tops；Connect the setting of support: by described connection support dropping place on described beam, and formed with described beam and be reliably connected；
The regulation of roof boarding lifting angle: regulation roof boarding and the angle of horizontal plane, determines the roof boarding gradient；
(2) lifting of beam both sides roof boarding: roof boarding is hoisted to the top of beam and wallboard, slow dropping place, the downside of roof boarding
Standing on wallboard, described panel tops is provided with anchoring piece, and along with the dropping place of roof boarding, panel tops stretches in described notch,
Described anchoring piece penetrates in described insertion hole along panel tops, is perfused with mortar inserting in the hole；The upside of roof boarding is by the
One built-in fitting fixes connection with being connected support；
(3) the pouring of in-situ layer: the roof boarding of beam and its both sides separately constitutes bed die and side form, pours cast-in-place on the top of beam
Layer, stretches out the position of roof boarding by described second built-in fitting and described stirrup stretches out the position of described beam and is anchored at in-situ layer
In.
The assembly method of roof system the most according to claim 1, it is characterised in that described connection support includes top board, support
Part, connector and reinforcement, wherein, described support member includes the first gripper shoe and the second gripper shoe, described first gripper shoe and
Second gripper shoe is separately positioned on the both sides bottom described top board and extends to the lower section of described top board, and described connector includes the
A plate and the second connecting plate, described first connecting plate and the second connecting plate both sides with described top board respectively are connected, described
First connecting plate and the second connecting plate are the predetermined gradient, and described reinforcement at least includes the first reinforcement and the second reinforcement,
Described first reinforcement connects described first connecting plate and the first gripper shoe, and described second reinforcement connects described second connecting plate
With the second gripper shoe；
In described step (1), beam is clamped between the first gripper shoe and the second gripper shoe, makes connection support and beam clamping, institute
State the first built-in fitting in the roof boarding of step (2) central sill both sides to weld with the first connecting plate and the second connecting plate respectively.
The assembly method of roof system the most according to claim 2, it is characterised in that described connection support also includes the first side plate
With the second side plate, described first side plate and the first gripper shoe are oppositely arranged and pass through the first reinforcement and the first gripper shoe is connected,
Described second side plate and the second gripper shoe are oppositely arranged and pass through the second reinforcement and the second gripper shoe is connected, described first side plate
It is connected with described first connecting plate and the second connecting plate respectively with the top of the second side plate.
4. according to the assembly method of the roof system described in claims 1 to 3 any one, it is characterised in that described notch level sets
Put, in described notch, be provided with elastic cushion block.
The assembly method of roof system the most according to claim 4, it is characterised in that described roof boarding is provided with the 3rd built-in fitting,
Described 3rd built-in fitting is fixing with elastic cushion block to be connected.
The assembly method of roof system the most according to claim 4, it is characterised in that described first built-in fitting include fixed plate and
Anchoring supporting leg, described anchoring supporting leg is anchored at inside roof boarding, and described fixed plate at least partly exposes to roof boarding bottom surface.
The assembly method of roof system the most according to claim 6, it is characterised in that described second built-in fitting include connecting rod with
And the supporting leg being arranged in connecting rod, described supporting leg is anchored at inside roof boarding, and described connecting rod is stretched out along the side of roof boarding
To roof panel outer side.
The assembly method of roof system the most according to claim 7, it is characterised in that roof boarding lifting angle in described step (1)
Concretely comprising the following steps of the regulation of degree: use suspension bracket and steel wire rope to hang the upper side and lower side of roof boarding, the downside of described roof boarding
Suspension centre be connected with regulation calabash, adjust on the downside of roof boarding the distance with suspension bracket by regulation calabash, use bevel protractor and plumb line
Determine roof boarding with horizontal plane angle, and then determine the installation gradient of roof boarding.
The assembly method of roof system the most according to claim 7, it is characterised in that roof boarding lifting angle in described step (1)
Concretely comprising the following steps of the regulation of degree: use suspension bracket and steel wire rope to hang the upper side and lower side of roof boarding, uses lifting angular adjustment
Device determines that the gradient of roof boarding, described lifting angle regulator include that support and the gradient determine that plate, the described gradient determine plate
Consistent with the gradient of roof system roof boarding；Roof boarding is hoisted to the gradient determine and on plate, determine the roof boarding gradient.
The assembly method of roof system the most according to claim 4, it is characterised in that by beam and roof boarding in described step (3)
Between gap use strip template closure, or use waterproof roll cover closure, or use rubber strip closure, carry out after closure
Pouring of in-situ layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610861384.5A CN106320590A (en) | 2016-09-28 | 2016-09-28 | Roof assembling method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610861384.5A CN106320590A (en) | 2016-09-28 | 2016-09-28 | Roof assembling method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106320590A true CN106320590A (en) | 2017-01-11 |
Family
ID=57820861
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610861384.5A Pending CN106320590A (en) | 2016-09-28 | 2016-09-28 | Roof assembling method |
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| Country | Link |
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| CN (1) | CN106320590A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115717493A (en) * | 2022-11-30 | 2023-02-28 | 浙江中天建筑产业化有限公司 | Quakeproof prefabricated roof and quakeproof installation method |
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Application publication date: 20170111 |