CN106703276A - Roof assembly method - Google Patents
Roof assembly method Download PDFInfo
- Publication number
- CN106703276A CN106703276A CN201710027560.XA CN201710027560A CN106703276A CN 106703276 A CN106703276 A CN 106703276A CN 201710027560 A CN201710027560 A CN 201710027560A CN 106703276 A CN106703276 A CN 106703276A
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- Prior art keywords
- roof
- boarding
- single pin
- roof boarding
- trusses
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- 238000000034 method Methods 0.000 title claims abstract description 33
- 239000004568 cement Substances 0.000 claims description 83
- 229910000831 Steel Inorganic materials 0.000 claims description 65
- 239000010959 steel Substances 0.000 claims description 65
- 230000002787 reinforcement Effects 0.000 claims description 16
- 238000009434 installation Methods 0.000 claims description 15
- 238000003466 welding Methods 0.000 claims description 11
- 238000005452 bending Methods 0.000 claims description 9
- 238000003780 insertion Methods 0.000 claims description 6
- 230000037431 insertion Effects 0.000 claims description 6
- 238000005187 foaming Methods 0.000 claims description 5
- 238000002360 preparation method Methods 0.000 claims description 5
- 238000007789 sealing Methods 0.000 claims description 5
- 238000007493 shaping process Methods 0.000 claims description 5
- 239000002689 soil Substances 0.000 claims description 4
- 239000011440 grout Substances 0.000 claims description 3
- 239000007787 solid Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 22
- 238000004519 manufacturing process Methods 0.000 abstract description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 239000011381 foam concrete Substances 0.000 description 36
- 238000004078 waterproofing Methods 0.000 description 19
- 239000004744 fabric Substances 0.000 description 12
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 11
- 238000009413 insulation Methods 0.000 description 8
- 230000000694 effects Effects 0.000 description 7
- 230000000452 restraining effect Effects 0.000 description 7
- 229910001335 Galvanized steel Inorganic materials 0.000 description 6
- 238000013461 design Methods 0.000 description 6
- 238000010586 diagram Methods 0.000 description 6
- 239000008397 galvanized steel Substances 0.000 description 6
- 239000000463 material Substances 0.000 description 6
- 239000012774 insulation material Substances 0.000 description 5
- 239000002002 slurry Substances 0.000 description 5
- 230000001186 cumulative effect Effects 0.000 description 4
- 239000000835 fiber Substances 0.000 description 4
- 239000006260 foam Substances 0.000 description 4
- 229910052573 porcelain Inorganic materials 0.000 description 4
- 238000003860 storage Methods 0.000 description 4
- 206010058109 Hangnail Diseases 0.000 description 2
- 239000003795 chemical substances by application Substances 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000005520 cutting process Methods 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 239000000725 suspension Substances 0.000 description 2
- 238000005493 welding type Methods 0.000 description 2
- 240000002853 Nelumbo nucifera Species 0.000 description 1
- 235000006508 Nelumbo nucifera Nutrition 0.000 description 1
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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
- E04B7/026—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs consisting of prefabricated modules, e.g. box-like or cell-like units
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Roof Covering Using Slabs Or Stiff Sheets (AREA)
Abstract
The invention belongs to the field of building construction and particularly relates to a roof assembly method. A roof is composed of a plurality of groups of single roof bodies, and every single roof body comprises a single roof frame and a roof sheathing arranged on the single roof frame. The roof assembly method includes the specific assembly steps of (1), single roof frame production, (2), roof sheathing mounting, (3), hoisting and assembly of the single roof bodies, (4) roof forming through fixed connection among the single roof bodies. The roof assembly method has the advantages that since the single roof bodies are spliced on the ground, both assembly efficiency and assembly quality can be improved, accumulated error during roof sheathing splicing is small, and large spliced joints are avoided during construction; only splicing the single roof bodies assembled on the ground is conducted aerially, so that aerial workload is reduced greatly, and construction difficulty and risks are lowered through fewer hoisting times.
Description
Technical field
The invention belongs to the realm of building construction, and in particular to a kind of assembly method of roof system.
Background technology
Traditional roof structure is that roof truss is found on wallboard or beam, and tile is then laid on roof truss.Roofing collection thermal insulation separation
Integrally, greatly, its form of construction work can be divided into the laying of cast-in-place and roof boarding to the roof structure of modern architecture for heat, water-proof function
Two ways.Cast-in-site roof, especially pitched roof, formwork are difficult, and mold shape is more, complex process, and roofing weight is larger,
It is unfavorable for antidetonation.Roof boarding paving mode, founds steel roof truss mainly on wallboard, and roof boarding then is placed above, it is necessary to a large amount of
Human and material resources, and construction risk is big.In terms of construction, assembled more difficulty is hung in roof boarding construction, and piece is wider, applies
Work operation is more, the shortcomings of poor thermal insulation property.
In sum, it is cost-effective, reduces alignment error, needing offer one kind badly can improves efficiency of construction and roofing is whole
The assembly method of the roof system of body performance.
The content of the invention
The purpose of the present invention is to put forward a kind of cost savings, can reduce alignment error, improves efficiency of construction and roofing entirety
The assembly method of the roof system of performance.
Above-mentioned purpose is to be achieved through the following technical solutions：A kind of assembly method of roof system, the roof system is by multigroup single Pin
Roof system is constituted, and single Pin roof systems include list Pin roof trusses and the roof boarding being arranged on single Pin roof trusses, and specific installation step is as follows：
(1) preparation of list Pin roof trusses：Structure, shape and size according to roofing prepare polylith list Pin roof trusses；
(2) installation of roof boarding：Roof boarding is arranged on the single Pin roof trusses described in step (1), multigroup single Pin is constituted
Roof system；
(3) handling and assembling of list Pin roof systems：Multigroup single Pin roof systems in step (2) are hoisted to building main body respectively
Structure upper, and it is fixedly connected with constructure body structure；
(4) shaping of roof system:To be fixedly connected between single Pin roof systems.
Roof system in the present invention builds roof truss instead of tradition using the splicing of polylith list Pin roof systems on constructure body structure,
Then lifting roof boarding is arranged on the mode on roof truss.The present invention is decomposed roof system according to the structure and shape of roofing, such as
Many pitched roofs, can resolve into each single Pin roof systems by its each pitched roof, and single Pin roof systems include list Pin roof trusses and are arranged on list
Roof boarding on Pin roof trusses.Because single Pin roof systems are, in installation on ground, can to improve efficiency of assembling and assembling quality, roof boarding splicing
Process cumulative errors are small, it is to avoid the phenomenon that larger splicing seams occurs in work progress occurs, simultaneously because roof boarding adds in factory
Work is completed, and there is cutting damage, and its processing mode is repaired using mortar.And in traditional roof boarding assembling process, it is trickle
Size adjusting drawn by construction tool, prized, thick stick, often the roof boarding or roof truss with periphery so easily made as fulcrum
Into the damage of periphery roof boarding, at the same workman unavoidably will the operation on roof truss, roofing can be trampled, roofing may be damaged
Plate, and the generation of above-mentioned phenomenon can be then prevented effectively from ground construction.The gap of roof boarding of the present invention is final with single Pin roof systems
Assembled cumulative errors and produce, and the quantity of list Pin roof systems is far smaller than the quantity of roof boarding, and use steel roof truss feelings
Condition, above-mentioned error can be adjusted by Type of Welding.On the other hand, the operation in high-altitude of the present invention only includes assembling on ground
Single Pin roof systems spliced, greatly reduce aerial work amount and lifting number of times, reduce difficulty of construction and construction danger
It is dangerous.
Further, single Pin roof trusses are steel roof truss, connect steel roof truss using welding or bolt in the step (4)
Connect, the side stitching section of single Pin roof trusses forms cant beam, and the top margin stitching section of single Pin roof trusses forms crossbeam.So set
Put, roof system forms entirety by the connection of list Pin roof trusses, and corresponding mechanical property can be met after roofing assembly is integral.
Further, the roof system includes column, and single Pin roof trusses are stood on constructure body structure by column.So
Set, on the one hand column can also play a supporting role before roof system does not complete assembly, it is ensured that the gradient of single Pin roof systems.Column can be with
First it is arranged on constructure body structure, it is also possible to be first connected with least one piece list Pin roof truss, then as single Pin roof systems in the lump
Handling is installed.
Further, single Pin roof trusses are provided with locating part, and be fixed on for roof boarding by locating part described in the step (2)
On single Pin roof trusses.Locating part is used to fix roof boarding, while roof boarding displacement during single Pin roof systems handling can be prevented even de-
Fall.
Further, the locating part is bending plate, and the bending plate at least includes two sides, a side of the bending plate
It is fixed on the framework of single Pin roof trusses, framework of another side perpendicular to coupled single Pin roof trusses.In this way, locating part structure
Simply, while easy for installation.
Further, the list pre-splicing step of Pin roof trusses is also included between the step (1) and step (2)：By single Pin rooms
Frame is combined into roof truss entirety in advance；The roof truss that the roof boarding is arranged on into pre-splicing completion in the step (2) is on the whole.So set
Put, be further ensured that the assembled error during roof boarding assembly, especially can strictly control the roof boarding between single Pin roof systems
Between gap, while the assembling difficulty of single Pin roof systems can be reduced.It should be noted that differing between pre-splicing process list Pin roof trusses
It is fixed to need to form reliable connection, it is assembled into the shape of complete roof truss.
Further, single Pin roof trusses are provided with and hang nail, described to hang the corner that nail is distributed in single Pin roof trusses, the step
(3) nail that hangs of single Pin roof trusses is hung in using suspension bracket and lifting rope, the length of lifting rope is adjusted so that single Pin roof systems is protected in handling process
Hold the gradient of preassembling.In this way, the assembled difficulty in can reducing the assembling process of single Pin roof systems, i.e., carried out according to preassembling situation
Assembling, on the other hand ensures that roof boarding handling process will not be shifted and come off.
Further, the end of the roof boarding is provided with connector, and T is provided with the stitching section of roof boarding in the step (4)
Type part, the T-shaped part is fixedly connected with cant beam, described in the splicing seams between the protuberance insertion roof boarding of the T-shaped part
The both wings of T-shaped part are fixedly connected with the connector.It is arranged such, can not only strengthens the connection of roof boarding and roof truss, while makes
Obtain the formation of the roof boarding between single Pin roof systems to be reliably connected, greatly reinforce the globality of roof system.
Further, the connector is HOOK BOLTS, and the end of the roof boarding is provided with mounting hole, in the step (4)
The mounting hole, the kink of the HOOK BOLTS in two pieces of adjacent roof boardings is passed through to catch on respectively described T-shaped HOOK BOLTS
The both wings of part, are then fastened by nut.In this way, easy for installation, connection is reliable.It is preferred that can also be in the bending of HOOK BOLTS
Portion carries out welding reinforcement with the both wings of T-shaped part.
Further, the roof boarding sets the gathering hole being provided with mounting hole for nut fastening, in the step (4) when
By nut complete fastening after in gathering hole filling paste.It is arranged such, on the one hand can solves because caused by reservation operations mouthful
Unsightly problem, on the other hand, after the slurry in gathering hole solidifies, can play a part of fixing bolt, it is to avoid use year
Limit bolt looseness under the influence of long or external force.Now filling paste has no effect on construction speed, is carried out again without waiting for slurry hardening
The assembly of next node.
Further, the roof boarding of the crossbeam both sides is fixed by fixture, and a side and the crossbeam of the fixture are consolidated
Fixed connection, another side is fixedly connected with roof boarding.In this way, strengthening the globality of roof system.
Further, the constructure body structure includes gable, by roof system periphery near the gable in the step (3)
Roof boarding be overlapped on gable, the roof boarding overlap is encorbelmented to the outside of the gable.
Further, an at least side of single Pin roof trusses is close to the medial surface of the gable, and single Pin roof trusses are tight
The side for being attached to the medial surface of gable is I-steel, and the step (4) is middle to use HOOK BOLTS by the I-steel and roof boarding
It is fixedly connected.It is arranged such, can not only strengthens the connection of roof boarding and roof truss, improves the globality of roof system.
Further, the HOOK BOLTS through the set mounting hole in roof boarding, HOOK BOLTS are said in the step (4)
Kink catch on I-steel respectively, then fastened by nut.In this way, easy for installation, connection is reliable.It is preferred that can also be
The kink of HOOK BOLTS carries out welding reinforcement with I-steel.
Further, connector is embedded with the gable, the connector is fixedly connected with the I-steel.So set
Put, strengthen roof system with constructure body structure and the globality of roof system.
Further, be included in after the step (4) roof boarding upper berth set up defences water layer the step of.
Further, the step of ridge being additionally included in after the step (4) cover plate is installed, the both sides of the cover plate respectively with horizontal stroke
The roof boarding of beam both sides is fixedly connected.
Further, the roof boarding includes configuration frame and cement board, and the cement board is embedded in the configuration frame
In, the upper surface of the cement board is provided with enhancement layer.The roof boarding, simple structure, light weight, rigidity is big, thus design across
Degree is big, and weight capacity is strong, and nested cement board causes that roof boarding has insulation and waterproof action well in configuration frame, compares
Traditional insulation material strength and stiffness are bigger, and only with configuration frame, edge sealing does not significantly reduce roofing to roof boarding upper and lower surface
The weight of plate.In order to increase the water proofing property of cement board, preferably waterproofing agent of organosilicon is added in its preparation process.Foaming water
The upper surface of mud plate is provided with enhancement layer can increase the intensity of roof boarding, during roof structure is further constructed, conveniently apply
Workman person's tramples, it is to avoid trample on roof boarding, influences the water proofing property and heat insulating ability of roof boarding.
Further, the configuration frame is made up of C-type steel.C-type steel can by connector or welding fabrication into configuration mount structure,
Two sides of c-type frame are configured to storage tank with base, in the described storage tank of cement board insertion.Certainly also can be by L-type steel
Constitute.When C-type steel has a dot thickness, that is, when meeting welding requirements, light roof board directly can be welded in single Pin roof trusses
On.
Further, the C-type steel is provided with in-flanges, and the cement board is provided with notch, and the in-flanges insertion is described
In notch.Be arranged such, configuration frame and cement board globality more preferably, in the hoisting process of roof boarding, configuration frame and foaming
Cement plate will not produce relative movement, not result in the damage of roof boarding and the performance of influence roof boarding.
Further, the enhancement layer includes glass-fiber-fabric and the cement gel being coated on glass-fiber-fabric.The thickness of enhancement layer is excellent
Elect 2mm or so as, it is preferable that the top surface of enhancement layer and the either flush of configuration frame.In this way, roof boarding upper surface can be effectively increased
Crack resistance and water proofing property, while increasing the intensity of roof boarding upper surface, during roof structure is further constructed, conveniently apply
Workman person's tramples, it is to avoid trample on roof boarding, influences the water proofing property and heat insulating ability of roof boarding.It should be noted that described water
Earth rubber is that cement and water porcelain cement are mixed by a certain percentage.
Further, polylith cement board is provided with the configuration frame, the plate side of the cement board is coated with cement
Glue, passes through cement gemel connection between cement board.It is arranged such, the span of roof boarding can be increased.Lead between cement board
Crossing cement gemel connection can increase the water proofing property of cement board Mosaic face.
Further, it is coated with cement gel on the inside of the plate side of cement board and C-type steel.It is arranged such that two
The contact surface coating cement gel of person, increases the cohesive force of the two, that is, increase the globality of configuration frame and cement board.
Further, the cement board bottom is provided with enhancement layer.It is arranged such, increases the strength and stiffness of roof boarding,
Improve the ability of its bearing load.
Further, being added in the cement board has anti-crack fiber.It is arranged such, increases the cracking resistance of cement board
Property, that is, increase the rupture strength of roof boarding.
Further, steel wire net rack and/or reinforcement are provided with the cement board.The setting of steel wire net rack is mixed to foaming
Solidifying soil provides certain restraining force, it is to avoid foamed concrete disperses to surrounding in the case of roof boarding stress, improves it and bears pressure
The ability of power load, reinforcement can increase the strength and stiffness of cement board
Further, the configuration frame is provided with horizontal taking.It is preferred that, horizontal joint welding is connected in the C-type steel being oppositely arranged, and is so set
Put, the rigidity of roof boarding can be effectively increased, increase its span, while during roof structure is further constructed, conveniently applying
Workman person's tramples, it is to avoid trample on roof boarding, influences the water proofing property and heat insulating ability of roof boarding.
Further, the roof boarding includes configuration box, and the configuration box includes upper surface panel and lower face plate, the configuration
The periphery of box is connected by side board edge sealing, the side board with upper surface panel and lower face plate, and the configuration box is provided with grouting mouth
And grout outlet, it is perfused with foamed concrete in the configuration box.The room panel structure is simple, easy to make, and light weight, intensity
Good, rigidity is big, therefore design span is big, and weight capacity is strong, and the material of main part foamed concrete filled in configuration box causes roof boarding
Bigger compared to traditional insulation material strength and stiffness with good insulation effect, configuration box wraps up foamed concrete, right
Foamed concrete provides certain restraining force, while the setting of upper surface panel and lower face plate, effectively increases roof boarding intensity,
Especially surface strength, during roof structure is further constructed, convenient construction personnel's tramples, it is to avoid trample on roofing
Plate, influences the water proofing property and heat insulating ability of roof boarding.
Further, being added in the foam cement has anti-crack fiber.It is arranged such, increases the crack resistance of foamed concrete,
Increase the rupture strength of roof boarding.
Further, steel wire net rack and/or reinforcement are provided with the configuration box.The setting of steel wire net rack is to foamed concrete
There is provided certain restraining force, it is to avoid foamed concrete disperses to surrounding in the case of roof boarding stress, improves it and bears pressure lotus
The ability of load, reinforcement can increase the strength and stiffness of cement board.It is preferred that, the reinforcement be cable wire, the cable wire with
Configuration box is locked and connected, in this way, increasing prestressing force while increasing roof boarding strength and stiffness, increases the pressure-resistant of cement board
Property.
Further, the roof boarding includes configuration box, and the configuration box includes lower face plate and side board, the side
Plate is fixedly connected with lower face plate, and foamed concrete has been poured in the configuration box, and the foamed concrete top is provided with reinforcement
Layer.The room panel structure is simple, easy to make, and light weight, and intensity is good, and rigidity is big, therefore design span is big, and weight capacity is strong,
The material of main part foamed concrete filled in configuration box causes that roof boarding has good insulation effect, compared to traditional thermal insulating material
Material strength and stiffness are bigger, it is preferable that the top surface of enhancement layer and the either flush of configuration box side board.
Further, the lower face plate is galvanized steel plain sheet, and the side board is C-type steel, and the galvanized steel plain sheet leads to C-type steel
Connector is crossed to be connected.To mitigate roof boarding weight, it is preferable that using 0.3mm, C-type steel uses thin wall type, same uniform thickness to galvanized steel plain sheet
Under degree, the rigidity of C-type steel is larger, while the side of C-type steel and in-flanges are anchored in foamed concrete, roof boarding globality is more
Good, when roof boarding is subject to upper load, C-type steel assume responsibility for main load, roof boarding is had preferable rigidity, can be effective
Roof boarding flexural deformation is prevented, and then meets the use requirement and requirement for bearing capacity of roof boarding.It is preferred that, the lower face plate with
Connected by self threading pin between side board, so, the shaping of configuration box is also easy, can show
Further, the roof boarding includes configuration box, and the configuration box includes lower face plate and side board, the side
Plate is fixedly connected with lower face plate, the configuration box top be provided with it is horizontal take, horizontal the taking is connected with side board, in the configuration box
Foamed concrete is poured.It should be noted that it is preferred that, it is horizontal take, the upper surface of foamed concrete and side plate either flush, i.e. portion
Horizontal taking is divided to be anchored in foamed concrete.
Further, waterproof roll is set on the lower face plate and the contact surface of side board.It is arranged such, on the one hand can prevents
There is spillage phenomenon when foamed concrete is only irrigated in configuration box, after on the other hand avoiding roof boarding from installing, water is along lower surface
The contact surface seepage of plate and side board, and then improve the water resistance of roofing.
Further, the upper surface of the foamed concrete is provided with enhancement layer, and the enhancement layer includes glass-fiber-fabric and coating
Cement gel on glass-fiber-fabric.Enhancement layer can increase the surface strength of roof boarding, during roof structure is further constructed,
Avoid damaging roof boarding, influence the water proofing property and heat insulating ability of roof boarding.Glass-fiber-fabric and the cement gel being coated on glass-fiber-fabric can
The crack resistance and water proofing property of roof boarding upper surface are effectively increased, while increase the intensity of roof boarding upper surface, it is necessary to illustrate,
Described cement gel is that cement and water porcelain cement are mixed by a certain percentage.
Brief description of the drawings
The accompanying drawing for constituting a part of the invention is used for providing a further understanding of the present invention, schematic reality of the invention
Apply example and its illustrate, for explaining the present invention, not constitute inappropriate limitation of the present invention.
Fig. 1 is the top view of the assembly type roof system involved by one embodiment of the present invention；
Fig. 2 is the schematic diagram of the assembled state of the assembly type roof system involved by one embodiment of the present invention；
Fig. 3 is the partially torn schematic diagram of assembly type roof system involved by one embodiment of the present invention；
Fig. 4 is the schematic diagram of the single Pin roof systems involved by one embodiment of the present invention；
Fig. 5 is the connecting node schematic diagram of the roof boarding involved by one embodiment of the present invention and cant beam；
Fig. 6 is the connecting node schematic diagram of roof boarding involved by another embodiment of the present invention and crossbeam；
Fig. 7 is the connecting node schematic diagram of the roof boarding involved by one embodiment of the present invention and gable；
Fig. 8 is the structural representation of the roof boarding involved by one embodiment of the present invention；
Fig. 9 is the structural representation of configuration frame involved in Fig. 8；
Figure 10 is the structural representation of the roof boarding involved by another embodiment of the present invention；
Figure 11 is the structural representation of cement board involved in Figure 10；
Figure 12~14 are respectively the structural representation of the roof boarding involved by another embodiment of the present invention；
Figure 15 is the structural representation of the configuration box involved by one embodiment of the present invention；
Figure 16 and Figure 17 are respectively the structural representation of the roof boarding involved by another embodiment of the present invention.
In figure：
The cant beam of 1 list Pin roof systems, 23 roof boarding of list Pin roof trusses 4
The T-shaped part of 5 crossbeam, 6 column, 7 locating part 8
The fixture of 9 HOOK BOLTS, 10 gathering hole, 11 nut 12
The enhancement layer of 13 gable, 14 configuration frame, 15 cement board 16
The reinforcement of 17 C-type steel, 18 notch, 19 in-flanges 20
21 T-steels 22 are horizontal to take the configuration box of 23 storage tank 25
The lower face plate of 28 upper surface panel of the grouting mouth of 26 foamed concrete 27 29
The side board of 30 grout outlet 31
Specific embodiment
The present invention will be described in detail below in conjunction with the accompanying drawings, and the description of this part is only exemplary and explanatory, should not
There is any restriction effect to protection scope of the present invention.Additionally, description of the those skilled in the art according to presents, can be right
Feature in presents in embodiment and in different embodiments carries out respective combination.
The embodiment of the present invention is as follows, reference picture 1~4, a kind of assembly method of roof system, and the roof system is by multigroup single Pin roof systems
1 is constituted, and single Pin roof systems 1 include list Pin roof trusses 2 and the roof boarding 3 being arranged on single Pin roof trusses 2, and specific installation step is such as
Under：
(1) preparation of list Pin roof trusses 2：Structure, shape and size according to roofing prepare polylith list Pin roof trusses 2；
(2) installation of roof boarding 3：Roof boarding 3 is arranged on the single Pin roof trusses 2 described in step (1), multigroup list is constituted
Pin roof systems 1；
(3) handling and assembling of list Pin roof systems 1：Multigroup single Pin roof systems 1 in step (2) are hoisted to respectively to build owner
Body structure upper, and it is fixedly connected with constructure body structure；
(4) shaping of roof system：To be fixedly connected between single Pin roof systems 1.
Roof system in the present invention builds room instead of tradition using the splicing of polylith list Pin roof systems 1 on constructure body structure
Frame, then lifts the mode that roof boarding 3 is arranged on roof truss, and the present invention is divided roof system according to the structure and shape of roofing
8 pitched roofs as shown in Figure 1 can will be resolved into 8 list Pin roof systems 1 by solution, such as many pitched roofs, and single Pin roof systems 1 include single
Pin roof trusses 2 and the roof boarding 3 being arranged on single Pin roof trusses 2.Because single Pin roof systems 1 are, in installation on ground, can to improve efficiency of assembling
With assembling quality, the splicing cumulative errors of roof boarding 3 are small, it is to avoid larger splicing seams occurs in work progress.Simultaneously because room
Panel 3 is completed in factory process, there is cutting damage, and its processing mode is repaired using mortar；And filled in traditional roof boarding 3
During matching somebody with somebody, trickle size adjusting is drawn by construction tool, is prized, thick stick, is often branch with the roof boarding 3 or roof truss on periphery
Point, so easily causes the damage of periphery roof boarding 3, at the same workman unavoidably will the operation on roof truss, roofing can be trampled,
Roof boarding 3 may be damaged, and the generation of above-mentioned phenomenon can be then prevented effectively from ground construction.The gap of roof boarding of the present invention 3
Finally produced with the cumulative errors of single Pin roof systems 1 assembly, and the quantity of list Pin roof systems 1 is far smaller than the quantity of roof boarding 3, and
And using the situation of steel roof truss, above-mentioned error can be adjusted by Type of Welding.On the other hand, the operation in high-altitude of the present invention is only
Single Pin roof systems 1 including ground is assembled are spliced, and greatly reduce aerial work amount and lifting number of times is reduced and applied
Work difficulty and construction risk.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 2, single Pin roof trusses 2 are steel roof truss, described
By steel roof truss using welding or bolt connection in step (4), the side stitching section of single Pin roof trusses 2 forms cant beam 4, described
The top margin stitching section of single Pin roof trusses 2 forms crossbeam 5.It is arranged such, roof system forms entirety, roofing by the connection of list Pin roof trusses 2
The corresponding mechanical property of satisfaction after assembly is integral.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 2 and Fig. 3, the roof system includes column 6,
Single Pin roof trusses 2 are stood on constructure body structure by column 6.It is arranged such, column 6 on the one hand can also be not complete in roof system
Played a supporting role before into assembly, it is ensured that the gradient of single Pin roof systems 1.Column 6 first can be arranged on constructure body structure,
Can be first connected with least one piece list Pin roof truss 2, be installed then as single Pin roof systems 1 in the lump handling.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 3, single Pin roof trusses 2 are provided with spacing
Part 7, be fixed on roof boarding 3 on single Pin roof trusses 2 by locating part 7 described in the step (2).Locating part 7 is used to fix roof boarding
3, while can prevent the displacement of roof boarding 3 during the handling of single Pin roof systems 1 from even coming off.
On the basis of above-described embodiment, in another embodiment of the present invention, the locating part 7 is bending plate, the bending
Plate at least includes two sides, and a side of the bending plate is fixed on the framework of single Pin roof trusses 2, another side perpendicular to its
The framework of connected single Pin roof trusses 2.In this way, the simple structure of locating part 7, while easy for installation.
On the basis of above-described embodiment, in another embodiment of the present invention, also wrapped between the step (1) and step (2)
Include the pre-splicing step of single Pin roof trusses 2：Single Pin roof trusses 2 are combined into roof truss entirety in advance；By the roof boarding in the step (2)
3 are arranged on the roof truss of pre-splicing completion on the whole.It is arranged such, is further ensured that the assembled error during the assembly of roof boarding 3, especially
It is can strictly to control the gap between the roof boarding 3 between single Pin roof systems 1, while the assembling difficulty of single Pin roof systems 1 can be reduced.
It should be noted that being not necessarily required to form reliable connection between pre-splicing process list Pin roof trusses 2, the shape of complete roof truss is assembled into
Shape.
On the basis of above-described embodiment, in another embodiment of the present invention, single Pin roof trusses 2 are provided with and hang nail, described
The corner that nail is distributed in single Pin roof trusses 2 is hung, the nail that hangs of single Pin roof trusses 2, regulation is hung in the step (3) using suspension bracket and lifting rope
The length of lifting rope so that single Pin roof systems 1 keep the gradient of preassembling in handling process.In this way, the assembling of single Pin roof systems 1 can be reduced
During assembled difficulty, i.e., assembled according to preassembling situation, on the other hand ensure the handling process of roof boarding 3 will not
Shift and come off.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 5, the end of the roof boarding 3 is provided with company
Fitting, T-shaped part 8 is provided with the step (4) in the stitching section of roof boarding 3, the T-shaped part 8 is fixedly connected with cant beam 4, institute
State in the splicing seams between the protuberance insertion roof boarding 3 of T-shaped part 8, the both wings of the T-shaped part 8 are fixed with the connector and connected
Connect.It is arranged such, can not only strengthens the connection of roof boarding 3 and roof truss, while so that the roof boarding 3 between list Pin roof systems 1 is formed
It is reliably connected, has greatly reinforced the globality of roof system.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 5, the connector is HOOK BOLTS 9,
The end of the roof boarding 3 is provided with mounting hole, and HOOK BOLTS 9 is passed through into the mounting hole in the step (4), and two pieces adjacent
The kink of the HOOK BOLTS 9 in roof boarding 3 catches on the both wings of the T-shaped part 8 respectively, is then fastened by nut 11.
In this way, easy for installation, connection is reliable.It is preferred that also welding reinforcement can be carried out with the both wings of T-shaped part 8 in the kink of HOOK BOLTS 9.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 5, the roof boarding 3 is set at mounting hole
The gathering hole 10 for the fastening of nut 11 is provided with, in the step (4) after fastening is completed by nut 11 in gathering hole 10
Filling paste.It is arranged such, on the one hand can solves, because of the caused unsightly problem of reservation operations mouthful 10, on the other hand, to work as operation
After slurry solidification in mouthfuls 10, fixing bolt can be played a part of, it is to avoid service life bolt looseness long or under the influence of external force.
Now filling paste has no effect on construction speed, carries out the assembly of next node again without waiting for slurry hardening.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 7, the roof boarding 3 of the both sides of the crossbeam 5
Fixed by fixture 12, a side of the fixture 12 is fixedly connected with crossbeam 5, another side is fixed with roof boarding 3 and connected
Connect.In this way, strengthening the globality of roof system.
On the basis of above-described embodiment, in another embodiment of the present invention, the constructure body structure includes gable 13,
Roof boarding 3 in the step (3) by roof system periphery near the gable 13 is overlapped on gable 13, and the roof boarding 3 is overlapped
Encorbelment to the outside of the gable 13 part.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 6, at least side of single Pin roof trusses 2
While being close to the medial surface of the gable 13, the side that single Pin roof trusses 2 are close to the medial surface of gable 13 is I-steel, institute
State and the I-steel is fixedly connected with roof boarding 3 using HOOK BOLTS 9 in step (4).It is arranged such, can not only strengthens roofing
Plate 3 and the connection of roof truss, improve the globality of roof system.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 6 says the eave tile in the step (4)
Through the set mounting hole in roof boarding 3, the kink of HOOK BOLTS 9 catches on I-steel to bolt 9 respectively, then by nut
11 are fastened.In this way, easy for installation, connection is reliable.It is preferred that can also be welded in the kink of HOOK BOLTS 9 and I-steel
Strengthen.
On the basis of above-described embodiment, in another embodiment of the present invention, connector is embedded with the gable 13, it is described
Connector is fixedly connected with the I-steel.It is arranged such, strengthens roof system with constructure body structure and the globality of roof system.
On the basis of above-described embodiment, in another embodiment of the present invention, it is included on roof boarding 3 after the step (4)
The step of laying waterproof layer.
On the basis of above-described embodiment, in another embodiment of the present invention, ridge installation is additionally included in after the step (4)
The step of cover plate, the roof boarding 3 of the both sides of the cover plate respectively with the both sides of crossbeam 5 is fixedly connected.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 8, the roof boarding 3 includes configuration frame 14
With cement board 15, the cement board 15 is embedded in the configuration frame 14, and the upper surface of the cement board 15 sets
There is enhancement layer 16.The roof boarding 3, simple structure, light weight, rigidity is big, therefore design span is big, and weight capacity is strong, configuration frame 14
Middle nested cement board 15 causes that roof boarding 3 has insulation and waterproof action well, compared to traditional insulation material intensity
Bigger with rigidity, only with configuration frame 14, edge sealing does not significantly reduce the weight of roof boarding 3 to the upper and lower surface of roof boarding 3.In order to increase
Plus the water proofing property of cement board 15, preferably add waterproofing agent of organosilicon in its preparation process.The upper table of cement board 15
Face is provided with enhancement layer 16 can increase the intensity of roof boarding 3, during roof structure is further constructed, convenient construction personnel's
Trample, it is to avoid trample on roof boarding 3, influence the water proofing property and heat insulating ability of roof boarding 3.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 9, the configuration frame 14 is by the structure of C-type steel 17
Into.C-type steel 17 can be by connector or welding fabrication into the structure of configuration frame 14, and two sides and the base of c-type frame are configured to house
Groove 23, cement board 15 is embedded in described storage tank 23.Certainly can be also made up of L-type steel.When C-type steel 17 has a bit thick
Degree, that is, when meeting welding requirements, can directly be welded in light roof board 3 on single Pin roof trusses 2.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 10 and 11, the C-type steel 17 is provided with interior
Flange 19, the cement board 15 is provided with notch 18, and the in-flanges 19 is embedded in the notch 18.It is arranged such, configuration
With the globality of cement board 15 more preferably, in the hoisting process of roof boarding 3, configuration frame 14 will not be produced frame 14 with cement board 15
Raw relative movement, does not result in the damage of roof boarding 3 and the performance of influence roof boarding 3.
On the basis of above-described embodiment, in another embodiment of the present invention, the enhancement layer 16 includes glass-fiber-fabric and painting
Overlay on the cement gel on glass-fiber-fabric.The thickness of enhancement layer 16 is preferably 2mm or so, it is preferable that the top surface of enhancement layer 16 and configuration frame
14 either flush.In this way, the crack resistance and water proofing property of the upper surface of roof boarding 3 can be effectively increased, while increasing the upper table of roof boarding 3
The intensity in face, during roof structure is further constructed, convenient construction personnel's tramples, it is to avoid trample on roof boarding 3, influence
The water proofing property and heat insulating ability of roof boarding 3.It should be noted that described cement gel is cement and water porcelain cement mixing by a certain percentage
Form.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 12 is provided with polylith in the configuration frame 14
Cement board 15, the plate side of the cement board 15 is coated with cement gel, is connected by cement gel between cement board 15
Connect.It is arranged such, the span of roof boarding 3 can be increased.Foam cement can be increased by cement gemel connection between cement board 15
The water proofing property of the Mosaic face of plate 15.
On the basis of above-described embodiment, in another embodiment of the present invention, the plate side of cement board 15 and C-type steel 17
Inner side be coated with cement gel.It is arranged such that and coats cement gel in the contact surface of the two, increases the cohesive force of the two, i.e.,
Increase the globality of configuration frame 14 and cement board 15.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 10, the bottom of the cement board 15 sets
There is enhancement layer 16.It is arranged such, increases the strength and stiffness of roof boarding 3, improves the ability of its bearing load.
On the basis of above-described embodiment, being added in another embodiment of the present invention, in the cement board 15 has cracking resistance
Fiber.It is arranged such, increases the crack resistance of cement board 15, that is, increases the rupture strength of roof boarding 3.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 10 is provided with the cement board 15
Steel wire net rack and/or reinforcement 20.The setting of steel wire net rack provides certain restraining force to foamed concrete 26, it is to avoid roof boarding
Foamed concrete 26 disperses to surrounding in the case of 3 stress, improves its ability for bearing compressive load, and reinforcement 20 can increase hair
The strength and stiffness of soaked mud plate 15
On the basis of above-described embodiment, in another embodiment of the present invention, such as Fig. 8 and Fig. 9, the configuration frame 14 is provided with
It is horizontal to take 22.It is preferred that, it is horizontal to take 22 and be welded in the C-type steel 17 being oppositely arranged, it is arranged such, the rigidity of roof boarding 3 can be effectively increased,
Increase its span, while during roof structure is further constructed, convenient construction personnel's tramples, it is to avoid trample on roof boarding
3, influence the water proofing property and heat insulating ability of roof boarding 3.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 13, the bottom of the cement board 15 sets
There is T-steel 21；It is arranged such, the intensity of increase cement board 15, and then increases the intensity of roof boarding 3, polylith T is especially set
Shaped steel 21, multiple cantilever arms of T-steel 21 provide certain restraining force to foamed concrete 26, it is to avoid the feelings of the stress of roof boarding 3
Foamed concrete 26 disperses to surrounding under condition, improves its ability for bearing compressive load.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 14 and Figure 15, the roof boarding 3 includes
Configuration box 25, the configuration box 25 includes upper surface panel 28 and lower face plate 29, and the periphery of the configuration box 25 is by side board 31
Edge sealing, the side board 31 is connected with upper surface panel 28 and lower face plate 29, and the configuration box 25 is provided with grouting mouth 27 and pulp
Mouth 30, foamed concrete 26 is perfused with the configuration box 25.The simple structure of roof boarding 3, it is easy to make, and light weight, by force
Spend, rigidity is big, therefore design span is big, weight capacity is strong, and the material of main part foamed concrete 26 filled in configuration box 25 is caused
Roof boarding 3 has good insulation effect, bigger compared to traditional insulation material strength and stiffness, and configuration box 25 will foam coagulation
Soil 26 is wrapped up, and certain restraining force is provided to foamed concrete 26, while the setting of upper surface panel 28 and lower face plate 29, effectively
The intensity of roof boarding 3 is increased, especially surface strength, during roof structure is further constructed, convenient construction personnel's
Trample, it is to avoid trample on roof boarding 3, influence the water proofing property and heat insulating ability of roof boarding 3.
On the basis of above-described embodiment, being added in another embodiment of the present invention, in the foam cement has anti-crack fiber.
It is arranged such, increases the crack resistance of foamed concrete 26, that is, increases the rupture strength of roof boarding 3.
On the basis of above-described embodiment, in another embodiment of the present invention, be provided with the configuration box 25 steel wire net rack and/
Or reinforcement 20.The setting of steel wire net rack provides certain restraining force to foamed concrete 26, it is to avoid the situation of the stress of roof boarding 3
Lower foamed concrete 26 disperses to surrounding, improves its ability for bearing compressive load, and reinforcement 20 can increase cement board 15
Strength and stiffness.It is preferred that, the reinforcement 20 is cable wire, and the cable wire is locked and connected with configuration box 25, in this way, increasing roofing
Increase prestressing force while 3 strength and stiffness of plate, increase the resistance to pressure of cement board 15.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 16, the roof boarding 3 includes configuration box
25, the configuration box 25 includes lower face plate 29 and side board 31, and the side board 31 is fixedly connected with lower face plate 29, institute
State and poured foamed concrete 26 in configuration box 25, the top of the foamed concrete 26 is provided with enhancement layer 16.The structure of roof boarding 3
Simply, easy to make, and light weight, intensity is good, and rigidity is big, therefore design span is big, and weight capacity is strong, is filled in configuration box 25
Material of main part foamed concrete 26 causes that roof boarding 3 has good insulation effect, compared to traditional insulation material intensity and just
Degree is bigger, it is preferable that the top surface of enhancement layer 16 and the either flush of the side board 31 of configuration box 25.
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 16, the lower face plate 29 is galvanized steel
Plate, the side board 31 is C-type steel 17, and the galvanized steel plain sheet is connected with C-type steel 17 by connector.To mitigate the weight of roof boarding 3
Amount, it is preferable that using 0.3mm, C-type steel 17 uses thin wall type to galvanized steel plain sheet, and under condition of equivalent thickness, the rigidity of C-type steel 17 is larger, together
When C-type steel 17 side and in-flanges 19 be anchored in foamed concrete 26, the globality of roof boarding 3 more preferably, when roof boarding 3 is subject to
During upper load, C-type steel 17 assume responsibility for main load, roof boarding 3 is had preferable rigidity, can effectively prevent roof boarding 3
Flexural deformation, and then meet the use requirement and requirement for bearing capacity of roof boarding 3.It is preferred that, the lower face plate 29 and side board
Connected by self threading pin between 31, so, the shaping of configuration box 25 is also easy, can show
On the basis of above-described embodiment, in another embodiment of the present invention, such as Figure 17, the roof boarding 3 includes configuration box
25, the configuration box 25 includes lower face plate 29 and side board 31, and the side board 31 is fixedly connected with lower face plate 29, institute
State the top of configuration box 25 be provided with it is horizontal take 22, it is described it is horizontal take 22 and be connected with side board 31, foaming has been poured in the configuration box 25 mixed
Solidifying soil 26.It should be noted that it is preferred that, the horizontal upper surface for taking 22, foamed concrete 26 and side plate either flush, i.e. part are horizontal takes
22 are anchored in foamed concrete 26.
On the basis of above-described embodiment, in another embodiment of the present invention, the lower face plate 29 connects with side board 31
Waterproof roll is set in contacting surface.It is arranged such, on the one hand can prevents leakage occur when foamed concrete 26 is irrigated in configuration box 25
Slurry phenomenon, after on the other hand avoiding roof boarding 3 from installing, water is along lower face plate 29 and the contact surface seepage of side board 31, Jin Erti
The water resistance of roofing high.
On the basis of above-described embodiment, in another embodiment of the present invention, the upper surface of the foamed concrete 26 is provided with
Enhancement layer 16, the enhancement layer 16 includes glass-fiber-fabric and the cement gel being coated on glass-fiber-fabric.Enhancement layer 16 can increase roofing
The surface strength of plate 3, during roof structure is further constructed, it is to avoid damage roof boarding 3, influences the waterproof of roof boarding 3
Property and heat insulating ability.Glass-fiber-fabric and the cement gel being coated on glass-fiber-fabric can be effectively increased the upper surface of roof boarding 3 crack resistance and
Water proofing property, while increasing the intensity of the upper surface of roof boarding 3, it is necessary to explanation, described cement gel is that cement and water porcelain cement are pressed
Certain proportion is mixed.
The above is only the preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (10)
1. a kind of assembly method of roof system, it is characterised in that the roof system is made up of multigroup single Pin roof systems, single Pin roof systems bag
Single Pin roof trusses and the roof boarding being arranged on single Pin roof trusses are included, specific installation step is as follows：
(1) preparation of list Pin roof trusses：Structure, shape and size according to roofing prepare polylith list Pin roof trusses；
(2) installation of roof boarding：Roof boarding is arranged on the single Pin roof trusses described in step (1), multigroup single Pin roof systems are constituted；
(3) handling and assembling of list Pin roof systems：Multigroup single Pin roof systems in step (2) are hoisted to constructure body structure respectively
Top, and it is fixedly connected with constructure body structure；
(4) shaping of roof system：To be fixedly connected between single Pin roof systems.
2. the assembly method of roof system according to claim 1, it is characterised in that single Pin roof trusses are steel roof truss, described
By steel roof truss using welding or bolt connection in step (4), the side stitching section of single Pin roof trusses forms cant beam, the list
The top margin stitching section of Pin roof trusses forms crossbeam.
3. the assembly method of roof system according to claim 2, it is characterised in that the roof system includes column, single Pin
Roof truss is stood on constructure body structure by column.
4. the assembly method of roof system according to claim 3, it is characterised in that single Pin roof trusses are provided with locating part,
Be fixed on roof boarding on single Pin roof trusses by locating part described in the step (2).
5. the assembly method of roof system according to claim 4, it is characterised in that the locating part is bending plate, the folding
Bent plate at least includes two sides, and a side of the bending plate is fixed on the framework of single Pin roof trusses, another side perpendicular to
The framework of its connected single Pin roof truss.
6. the assembly method of the roof system according to Claims 1 to 5 any one, it is characterised in that the end of the roof boarding
Portion is provided with connector, and T-shaped part is provided with the stitching section of roof boarding in the step (4), the T-shaped part and cant beam is fixed and is connected
Connect, in the splicing seams between the protuberance insertion roof boarding of the T-shaped part, both wings and the connector of the T-shaped part are fixed
Connection.
7. the assembly method of roof system according to claim 6, it is characterised in that the connector is HOOK BOLTS, described
The end of roof boarding is provided with mounting hole, and HOOK BOLTS is passed through into the mounting hole, two pieces of adjacent roof boardings in the step (4)
In the kink of HOOK BOLTS catch on the both wings of the T-shaped part respectively, then fastened by nut.
8. the assembly method of roof system according to claim 7, it is characterised in that the roof boarding sets and be provided with mounting hole
For nut fastening gathering hole, in the step (4) when by nut complete fastening after in gathering hole filling paste.
9. the assembly method of roof system according to claim 8, it is characterised in that the roof boarding of the crossbeam both sides is by solid
Determine part to fix, a side of the fixture is fixedly connected with crossbeam, and another side is fixedly connected with roof boarding.
10. the assembly method of roof system according to claim 6, it is characterised in that the constructure body structure includes mountain
Wall, the roof boarding in the step (3) by roof system periphery near the gable is overlapped on gable, the roof boarding overlap
Encorbelment to the outside of the gable；Or an at least side of single Pin roof trusses is close to the medial surface of the gable, the list
The side that Pin roof trusses are close to the medial surface of gable is I-steel, and the step (4) is middle to use HOOK BOLTS by the I-steel
It is fixedly connected with roof boarding；Or the HOOK BOLTS through the set mounting hole in roof boarding, eave tile are said in the step (4)
The kink of bolt catches on I-steel respectively, is then fastened by nut；Or connector is embedded with the gable, it is described
Connector is fixedly connected with the I-steel；Or the roof boarding includes configuration frame and cement board, the cement board
In the insertion configuration frame, the upper surface of the cement board is provided with enhancement layer；Or the configuration frame is made up of C-type steel；Or
The C-type steel is provided with in-flanges, and the cement board is provided with notch, and the in-flanges is embedded in the notch；Or the hair
Steel wire net rack and/or reinforcement are provided with soaked mud plate；Or the configuration frame is provided with horizontal taking；Or the roof boarding includes configuration
Box, the configuration box includes upper surface panel and lower face plate, the periphery of the configuration box by side board edge sealing, the side board with
Upper surface panel is connected with lower face plate, and the configuration box is provided with grouting mouth and grout outlet, foaming is perfused with the configuration box mixed
Solidifying soil.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710027560.XA CN106703276A (en) | 2017-01-16 | 2017-01-16 | Roof assembly method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710027560.XA CN106703276A (en) | 2017-01-16 | 2017-01-16 | Roof assembly method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106703276A true CN106703276A (en) | 2017-05-24 |
Family
ID=58907523
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710027560.XA Pending CN106703276A (en) | 2017-01-16 | 2017-01-16 | Roof assembly method |
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| Country | Link |
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| CN (1) | CN106703276A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN116290536A (en) * | 2023-02-09 | 2023-06-23 | 中建八局西北建设有限公司 | Construction method of modular roof structure of glulam structure building |
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Application publication date: 20170524 |
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| RJ01 | Rejection of invention patent application after publication |