CN205348515U - Oblique roofing system of assembled - Google Patents
Oblique roofing system of assembled Download PDFInfo
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- CN205348515U CN205348515U CN201521013803.7U CN201521013803U CN205348515U CN 205348515 U CN205348515 U CN 205348515U CN 201521013803 U CN201521013803 U CN 201521013803U CN 205348515 U CN205348515 U CN 205348515U
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Abstract
The utility model relates to a building structural technology field especially relates to an oblique roofing system of assembled, including prefabricated roof truss and prefabricated roof boarding, setting up pre -buried angle steel on prefabricated roof truss and the prefabricated roof boarding, set up prefabricated roof boarding on the prefabricated roof truss, prefabricated roof boarding is with the prefabrication roof truss through pre -buried angle steel welded fastening. Compared with the prior art, the utility model provides an oblique roofing system of assembled construction is convenient, the wholeness good.
Description
[technical field]
This utility model relates to building structure technology field, particularly relates to a kind of assembled Sloping roof system.
[background technology]
Building industry modernization is to replace labor-intensive manual production with the scale plant produced of Integration ofTechnology type; with industrialization goods assembled in situ replace situ wet job execution pattern, it is achieved component production plant, job site assemblingization green construction mode.Labor productivity can be effectively improved, reduce the waste of raw material and the energy, reduce cost of construction, it is achieved economies of scale.
Along with China's rapid economic development, architectural industrialization is paid attention to by society gradually, is become focus and fast-developing.Compare cast-in-place Building technology, the advantages such as it is fast that prefabrication has speed of application, and good product quality is low in the pollution of the environment, short construction period.But fabricated construction mode also very relates to less in Sloping roof.Current Sloping roof generally adopts cast-in-place mode to construct, exist formwork erection difficulty, reinforcing bar binding difficulty, concreting vibrate difficulty etc. problem, construct loaded down with trivial details, lack the prefabricated Sloping roof system that a kind of globality is high.
[utility model content]
For overcoming the problem that the construction of existing prefabricated Sloping roof is loaded down with trivial details, lack globality, this utility model provides a kind of assembled Sloping roof system convenient, good integrity of constructing.
This utility model solves the technical scheme of technical problem and is to provide a kind of assembled Sloping roof system, including prefabricated roof truss and prefabricated room panel, prefabricated roof truss and prefabricated room panel arrange pre-buried angle steel, the added prefabricated room panel that sets of prefabricated roof truss, prefabricated room panel is welded and fixed by pre-buried angle steel with prefabricated roof truss.
Preferably, it is parallel relation that described prefabricated roof truss includes a ridge pole and multiple room Gu Liang, ridge pole and room paddy beam, and locus forms triangular prism shape.
Preferably, described prefabricated roof truss farther includes roof truss secondary beam, and roof truss secondary beam, ridge pole and room Gu Liang are spliced into one.
Preferably, described ridge pole and arrange roof truss secondary beam on room paddy beam, roof truss secondary beam is vertical with ridge pole and room paddy beam, and roof truss secondary beam is uniformly arranged along ridge pole and room paddy beam bearing of trend.
Preferably, described prefabricated room panel is arranged on ridge pole both sides, and position is corresponding.
Preferably, described prefabricated room panel includes big slope roof surface board and little slope roof surface board, and big slope roof surface board angle of inclination along the horizontal plane is 20 ° to 60 °, and little slope roof surface board angle of inclination along the horizontal plane is 0 ° to 20 °.
Preferably, described big slope roof surface board being arranged on big ramp dowel under dowel and big ramp, described ridge pole arranges ridge pole stirrup, and on corresponding big ramp, dowel top is connected, or top, bottom are all connected.
Preferably, described little slope roof surface board includes dowel on little ramp, and described room paddy beam arranges room paddy beam stirrup, and on little ramp, under dowel, room paddy beam stirrup and big ramp, dowel all stretches into cast-in-place district.
Preferably, described assembled Sloping roof system farther includes side bar, and side bar and prefabricated room panel are welded to connect by pre-buried angle steel, and the joint face of prefabricated room panel and beam is inclined-plane.
Preferably, described pre-buried angle steel includes equal leg angle and " u "-shaped crotch, and the both sides of " u "-shaped crotch are 45 ° of welding or parallel welding with the both sides of equal leg angle.
Compared with prior art, assembled Sloping roof system provided by the utility model includes prefabricated roof truss and prefabricated room panel, prefabricated roof truss and prefabricated room panel arrange pre-buried angle steel, prefabricated roof truss is added sets prefabricated room panel, prefabricated room panel is welded to connect by pre-buried angle steel with prefabricated roof truss and plays interim fixation, plays interconnection function again through rear pouring concrete.It is parallel relation that described prefabricated roof truss includes a ridge pole and multiple room Gu Liang, ridge pole and room paddy beam, and locus forms triangular prism shape.Described prefabricated roof truss farther includes roof truss secondary beam, and roof truss secondary beam and ridge pole, room paddy beam are fixed by pre-buried angle steel temporary weld, forms one again through rear pouring concrete.Therefore this assembled Sloping roof system good integrity, and high-caliber prefabricated degree can be reached, assembly feasibility is strong.Arranging roof truss secondary beam on ridge pole and room paddy beam, roof truss secondary beam is vertical with ridge pole and room paddy beam, and roof truss secondary beam is uniformly arranged along ridge pole and room paddy beam bearing of trend.Big slope roof surface board is set up on ridge pole both sides, and the big slope roof surface board position on both sides is corresponding, and big slope roof surface board arranges dowel on big ramp, and on corresponding big ramp, dowel is connected, and enhances globality.Prefabricated room panel includes big slope roof surface board and little slope roof surface board, and big slope roof surface board angle of inclination along the horizontal plane is 20 ° to 60 °, and little slope roof surface board angle of inclination along the horizontal plane is 0 ° to 20 °.Setting by prefabricated room panel different angles so that the aesthetic measure of whole assembled Sloping roof system more preferably, is conducive to again roof drainage.
[accompanying drawing explanation]
Fig. 1 is this utility model assembled Sloping roof system perspective view；
Fig. 2 is prefabricated building frame perspective view in this utility model assembled Sloping roof system；
Fig. 3 is prefabricated roof truss front view in this utility model assembled Sloping roof system；
Fig. 4 is prefabricated room panel scattergram in this utility model assembled Sloping roof system；
Fig. 5 is big slope roof surface board and the first connected mode schematic diagram of ridge beam connecting node in this utility model assembled Sloping roof system；
Fig. 6 is big slope roof surface board and ridge beam connecting node the second connected mode schematic diagram in this utility model assembled Sloping roof system；
Fig. 7 is big slope roof surface board, room Gu Liang and little slope roof surface board connecting joint point schematic diagram in this utility model assembled Sloping roof system；
Fig. 8 is the connection node schematic diagram of prefabricated room panel and side bar in this utility model assembled Sloping roof system；
Fig. 9 is the first structural representation of pre-buried angle steel in this utility model assembled Sloping roof system；
Figure 10 is pre-buried angle steel the second structural representation in this utility model assembled Sloping roof system.
Figure 11 is the connected mode variant embodiment of prefabricated room panel in this utility model assembled Sloping roof system.
[detailed description of the invention]
In order to make the purpose of this utility model, technical scheme and advantage are clearly understood, below in conjunction with accompanying drawing and embodiment, this utility model are further elaborated.Should be appreciated that specific embodiment described herein is only in order to explain this utility model, be not used to limit this utility model.
Referring to Fig. 1, a kind of assembled Sloping roof system 1 of the present utility model includes prefabricated roof truss 11, prefabricated room panel 12 and pre-buried angle steel (not shown).Prefabricated roof truss 11 is the structural framing of whole assembled Sloping roof system 1, primarily serves the effect of bearing load.Prefabricated roof truss 11 and prefabricated room panel 12 surface configuration have pre-buried angle steel, prefabricated room panel 12 to be erected on prefabricated roof truss 11, are temporarily fixed on prefabricated roof truss 11 by prefabricated room panel 12 by welding the pre-buried angle steel on prefabricated room panel 12 and prefabricated roof truss 11.
Referring to Fig. 2 and Fig. 3, prefabricated roof truss 11 includes ridge pole 111, room paddy beam 112 and roof truss secondary beam 113.Wherein, ridge pole 111, room paddy beam 112 and roof truss secondary beam 113 are spliced into one.Ridge pole 111 and room paddy beam 112 length are equal, in parallel relation, piece ridge pole 111 is positioned at the top of prefabricated roof truss 11 (in all embodiments, upper and lower, left and right, the position determiner such as inside and outside are only limitted to the relative position in given view, but not absolute position), two room paddy beams 112 are positioned at the both sides, lower section of ridge pole 111, ridge pole 111 and room paddy beam 112 position relationship are triangular prism shape, ridge pole 111 and room paddy beam 112 are three ribs of triangular prism respectively, and the version of this triangular prism shape facilitates the molding of Sloping roof.Roof truss secondary beam 113 is erected at above ridge pole 111 and room paddy beam 112, with ridge pole 111 and the perpendicular relation of room paddy beam 112, every roof truss secondary beam 113 sets up ridge pole 111 from room paddy beam 112, set up an other room paddy beam 112 from ridge pole 111 again, roof truss secondary beam 113 uniformly sets up at a certain distance along ridge pole 111 and room paddy beam 112 bearing of trend, is conducive to jointly bearing the load on top.By prefabricated room panel 12 reserved steel bar (not shown) between roof truss secondary beam 113 and the prefabricated room panel 12 at prefabricated roof truss 11 two ends, rear pouring concrete forms one.Roof truss secondary beam 113 is L-shaped, vertical and one-body molded in junction concreting with ridge pole 111 and room paddy beam 112.Roof truss secondary beam 113 is primarily subjected to the load of its top prefabricated room panel 12, and transfers the load on ridge pole 111 and room paddy beam 112.Ridge pole 111 two ends, arrange the template of encorbelmenting being perpendicular to ridge pole, fix temporarily along roof truss secondary beam 113 span direction, on-the-spot that ridge pole 111, roof truss secondary beam 113, prefabricated room panel 12 is one-body molded with concreting, are outwardly formed limit eaves of encorbelmenting.
Referring to Fig. 4, prefabricated room panel 12 is rectangle armoured concrete slab, including big slope roof surface board 121 and little slope roof surface board 122.Big slope roof surface board 121 is erected between ridge pole 111 and room paddy beam 112, and upper end connects with ridge pole 111, and lower end connects with room paddy beam 112, and with bar connecting between every two pieces of adjacent big slope roof surface boards 121, lower section is supported by roof truss secondary beam 113.The angle of inclination of big slope roof surface board 121 is bigger, angle of inclination can between 20 ° to 60 ° along the horizontal plane for they, it is preferably 30 ° to 45 °, so not only improve roof drainage, the length of big slope roof surface board 121 can be reduced again as far as possible, alleviating the deadweight of big slope roof surface board 121, reduce difficulty of construction, effect is attractive in appearance.Little slope roof surface board 122 is erected at above room paddy beam 112 and roof truss secondary beam 113, one end is connected on room paddy beam 112, angle of inclination is less along the horizontal plane for it, generally can between 0 ° to 20 °, being preferably 10 ° to 20 °, this light grade arranges and so that an equal amount of little slope roof surface board 122 covers bigger area, can reduce difficulty of construction, effect is attractive in appearance, it is also possible to proper drainage.The size of prefabricated room panel 12 is relevant with the gradient, in soft situation, and the adopted bulk board of prefabricated room panel 12, convenient construction.Further, since prefabricated room panel 12 directly contacts with roof truss secondary beam 113, so the distance between the size of prefabricated room panel 12 and roof truss secondary beam 113 matches.When handling appliance allows, the more big globality to this assembled Sloping roof system 1 of the area of prefabricated room panel 12 is more favourable, moreover it is possible to reduce difficulty of construction.
Referring to Fig. 5, ridge pole 111 is rectangle composite beam, two corners above ridge pole 111, and the length direction along ridge pole 111 arranges the first pre-buried angle steel 13, and the first pre-buried angle steel 13 can elongated be arranged, it is also possible to interval is arranged at a certain distance.The transverse section of the first pre-buried angle steel 13 is L-shaped, it is arranged on the junction of ridge pole 111 and big slope roof surface board 121, the junction of room paddy beam 112 and big slope roof surface board, and the junction of room paddy beam 112 and little slope roof surface board 122, above-mentioned junction all adopts and is welded to connect, and is undertaken being welded to connect primarily serving interim fixing effect by the first pre-buried angle steel 13.The edge of a wing, " L " shape both sides of the first pre-buried angle steel 13 is showed in the outside of ridge pole 111, provides solder side for welding.Ridge pole 111 arranged above with the ridge pole stirrup 119 exposed, the ridge pole stirrup 119 exposed is in closed rectangular shape, and the length direction along ridge pole 111 is uniformly arranged at a certain distance, and its spacing distance is strictly by country's building field related specifications value.Ridge pole 111 is except can being rectangle, it is also possible to be "T"-shaped composite beam, I-shaped composite beam, " L " shape composite beam.
Connection node place at ridge pole 111 and big slope roof surface board 121, ridge pole 111 is arranged on centre, the both sides of ridge pole 111 are erected with big slope roof surface board 121, big slope roof surface board 121 position on both sides is corresponding, by welding the pre-buried angle steel 13 on ridge pole 111 and big slope roof surface board 121, big slope roof surface board 121 one end is temporarily fixed on ridge pole 111.The link of big slope roof surface board 121 and ridge pole 111 has dowel 129 on the big ramp exposed, on the big ramp on both sides, dowel 129 top links into an integrated entity, and bottom disconnects, so can be convenient at node place casting concrete, can guarantee that again the Bar Anchorage at node place, have certain globality.The ridge pole stirrup 119 that ridge pole 111 exposes all stretches into cast-in-place district with dowel 129 on big ramp.Finally have only to, at the ridge pole 111 connection node place casting concrete with big slope roof surface board 121, ridge molding to be made.
It addition, refer to Fig. 6, also having a kind of better joint reinforcing bar connected mode of globality, on the big ramp on both sides, dowel 129 upper and lower all links into an integrated entity, and on big ramp, dowel 129 and ridge pole stirrup 119 all stretch into cast-in-place district.Finally have only to, at the ridge pole 111 connection node place casting concrete with big slope roof surface board 121, ridge molding to be made.
Refer to Fig. 7, room paddy beam 112 is " L " shape composite beam, in the corner, " L " shape edge of a wing two of room paddy beam 112, arranges pre-buried angle steel 13 along room paddy beam 112 length direction, the edge of a wing, " L " shape both sides of pre-buried angle steel 13 is showed in the outside of room paddy beam 112, provides solder side for welding.Have, in " L " shape right angle of room paddy beam 112, the room paddy beam stirrup 118 exposed, the room paddy beam stirrup 118 exposed is in closed rectangular shape, length direction along room paddy beam 112 is uniformly arranged at a certain distance, and its spacing distance is strictly by country's building field related specifications value.Room paddy beam 112 is except can being " L " shape, it is also possible to be "T"-shaped composite beam.
Connection node place at big slope roof surface board 121, room paddy beam 112 and little slope roof surface board 122, room paddy beam 112 is arranged on centre, big slope roof surface board 121 rides upon one end that room paddy beam 112 " L " shape is vertical, little slope roof surface board 122 rides upon one end of room paddy beam 112 " L " shape level, is fixed with room paddy beam 112 respectively in big slope roof surface board 121 one end, little slope roof surface board 122 one end each through welding the second pre-buried angle steel 18 in junction temporarily.At node place, room paddy beam 112 has the room paddy beam stirrup 118 exposed, and big slope roof surface board 121 has dowel 128 under the big ramp exposed, and little slope roof surface board 122 has dowel 126 on the little ramp exposed, and three kinds of reinforcing bars all stretch into cast-in-place district at node place.Finally, room paddy molding is made at connection node place casting concrete.
Refer to Fig. 8, this utility model prefabricated room panel 22 connects the reserved overlapping reinforcing bar 25 exposed of prefabricated room panel 22 in node with side bar 23, side bar 23 is composite beam, the joint face of prefabricated room panel 22 and side bar 23 is inclined-plane, the flatness watering plate face after so making can be guaranteed, it is not necessary to makes plate bending forming, and junction is provided with pre-embedded steel slab 24, it is used for providing solder side, prefabricated room panel 22 and side bar 23 are fixed temporarily.Prefabricated room panel 22 has, along the direction in plate face, the overlapping reinforcing bar 25 exposed, after the superimposed sheet face watered be the part of prefabricated room panel 22, be again a part for side bar 23.
Refer to Fig. 9, the first pre-buried angle steel 33 of the present utility model includes equal leg angle 31 and " u "-shaped dowel 32, the elbow of " u "-shaped dowel 32 is connected in the right angle of equal leg angle 31, the both sides of " u "-shaped dowel 32 are 45 ° with the both sides of equal leg angle 31, such setting makes pre-buried angle steel 13 can be embedded in the component that cross section is wider, such as ridge pole 111 and room paddy beam 112, pre-buried angle steel 33 can be firmly anchored in concrete by " u "-shaped dowel 32.
Refer to Figure 10, the pre-buried angle steel 43 of the second of the present utility model includes equal leg angle 41 and " u "-shaped dowel 42, the both sides of " u "-shaped dowel 42 are all parallel with the both sides of equal leg angle 41, this arrangement reduce taking up room of pre-buried angle steel 43, allow to be embedded in the component that cross section is narrower, such as prefabricated room panel 12.
Refer to Figure 11, reserved " V " shape notch 66 on the joint face that every two pieces of prefabricated room panels 12 connect, " V " shape notch 66 is reserved along the elongated of joint face, after treating that prefabricated room panel 12 installation puts in place, gluing process is carried out at " V " shape notch 66 place, to cover the piece between prefabricated room panel 12 so that being smoothly connected between prefabricated room panel 12, effect is attractive in appearance.
Compared with prior art, assembled Sloping roof system 1 provided by the utility model includes prefabricated roof truss 11 and prefabricated room panel 12, prefabricated roof truss 11 and prefabricated room panel 12 arrange pre-buried angle steel 13, prefabricated roof truss 11 sets up prefabricated room panel 12, prefabricated room panel 12 is welded to connect by pre-buried angle steel 13 with prefabricated roof truss 11 and plays interim fixation, plays interconnection function again through rear pouring concrete.Described prefabricated roof truss 11 includes a ridge pole 111 and multiple rooms paddy beam 112, ridge pole 111 and room paddy beam 112 in parallel relation, and locus forms triangular prism shape.Described prefabricated roof truss 11 farther includes roof truss secondary beam 113, and roof truss secondary beam 113 and ridge pole 111, room paddy beam 112 are fixed by pre-buried angle steel 13 temporary weld, forms one again through rear pouring concrete.Therefore this assembled Sloping roof system 1 good integrity, and high-caliber prefabricated degree can be reached, assembly feasibility is strong.Arranging roof truss secondary beam 113 on ridge pole 111 and room paddy beam 112, roof truss secondary beam 113 is vertical with ridge pole 111 and room paddy beam 112, and roof truss secondary beam 113 is uniformly arranged along ridge pole 111 and room paddy beam 112 bearing of trend.Big slope roof surface board 121 is set up on ridge pole 111 both sides, and big slope roof surface board 121 position on both sides is corresponding, and big slope roof surface board 121 arranges dowel 129 on big ramp, and on corresponding big ramp, dowel 129 is connected, and enhances globality.Prefabricated room panel 12 includes big slope roof surface board 121 and little slope roof surface board 122, and big slope roof surface board 121 angle of inclination along the horizontal plane is 20 ° to 60 °, and little slope roof surface board 122 angle of inclination along the horizontal plane is 0 ° to 20 °.Setting by prefabricated room panel 12 different angles so that the aesthetic measure of whole assembled Sloping roof system 1 more preferably, is conducive to again roof drainage.
The foregoing is only preferred embodiment of the present utility model, not in order to limit this utility model, all any amendments made within principle of the present utility model, equivalent replacement and improvement etc. all should comprise within protection domain of the present utility model.
Claims (10)
1. an assembled Sloping roof system, it is characterized in that: include prefabricated roof truss and prefabricated room panel, arranging pre-buried angle steel on prefabricated roof truss and prefabricated room panel, the added prefabricated room panel that sets of prefabricated roof truss, prefabricated room panel is welded and fixed by pre-buried angle steel with prefabricated roof truss.
2. assembled Sloping roof system as claimed in claim 1, it is characterised in that: it is parallel relation that described prefabricated roof truss includes a ridge pole and multiple room Gu Liang, ridge pole and room paddy beam, and locus forms triangular prism shape.
3. assembled Sloping roof system as claimed in claim 2, it is characterised in that: described prefabricated roof truss farther includes roof truss secondary beam, and roof truss secondary beam, ridge pole and room Gu Liang are spliced into one.
4. assembled Sloping roof system as claimed in claim 3, it is characterised in that: described ridge pole and arrange roof truss secondary beam on room paddy beam, roof truss secondary beam is vertical with ridge pole and room paddy beam, and roof truss secondary beam is uniformly arranged along ridge pole and room paddy beam bearing of trend.
5. assembled Sloping roof system as claimed in claim 2, it is characterised in that: described prefabricated room panel is arranged on ridge pole both sides, and position is corresponding, and notch is reserved in prefabricated room panel stitching portion.
6. assembled Sloping roof system as claimed in claim 5, it is characterized in that: described prefabricated room panel includes big slope roof surface board and little slope roof surface board, big slope roof surface board angle of inclination along the horizontal plane is 20 ° to 60 °, and little slope roof surface board angle of inclination along the horizontal plane is 0 ° to 20 °.
7. assembled Sloping roof system as claimed in claim 6, it is characterised in that: arranging on big ramp dowel under dowel and big ramp on described big slope roof surface board, on corresponding big ramp, dowel top is connected, or top, bottom are all connected.
8. assembled Sloping roof system as claimed in claim 7, it is characterized in that: described little slope roof surface board includes dowel on little ramp, described room paddy beam arranges room paddy beam stirrup, and on little ramp, under dowel, room paddy beam stirrup and big ramp, dowel all stretches into cast-in-place district.
9. assembled Sloping roof system as claimed in claim 1, it is characterised in that: farther including side bar, side bar and prefabricated room panel are welded to connect by pre-buried angle steel, and the joint face of prefabricated room panel and side bar is inclined-plane.
10. assembled Sloping roof system as claimed in claim 1, it is characterised in that: described pre-buried angle steel includes equal leg angle and " u "-shaped crotch, and the both sides of " u "-shaped crotch are 45 ° of welding or parallel welding with the both sides of equal leg angle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521013803.7U CN205348515U (en) | 2015-12-01 | 2015-12-01 | Oblique roofing system of assembled |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521013803.7U CN205348515U (en) | 2015-12-01 | 2015-12-01 | Oblique roofing system of assembled |
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| Publication Number | Publication Date |
|---|---|
| CN205348515U true CN205348515U (en) | 2016-06-29 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521013803.7U Active CN205348515U (en) | 2015-12-01 | 2015-12-01 | Oblique roofing system of assembled |
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| CN (1) | CN205348515U (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351379A (en) * | 2016-09-28 | 2017-01-25 | 中民筑友科技投资有限公司 | Roof assembly method |
| CN106894554A (en) * | 2017-02-24 | 2017-06-27 | 江西省城建建设集团有限公司 | The Sloping roof structure and its construction method of prefabricated board Cast-in-situ Beam |
| CN107762026A (en) * | 2017-11-10 | 2018-03-06 | 长沙远大住宅工业安徽有限公司 | The attachment structure and its construction method of special-shaped complete prefabricated inclined roof and cast-in-place ridge pole |
| CN107859178A (en) * | 2017-11-10 | 2018-03-30 | 湘潭远大住宅工业有限公司 | The attachment structure and its construction method of complete prefabricated inclined roof and Cast-in-situ Beam |
| CN107882245A (en) * | 2017-11-10 | 2018-04-06 | 远大住宅工业（天津）有限公司 | The attachment structure and its construction method of complete prefabricated inclined roof and cast-in-place ridge pole |
| CN108049576A (en) * | 2018-01-19 | 2018-05-18 | 辽宁工业大学 | The special wooden frame of modularization roof boarding and its installation method |
| CN110565864A (en) * | 2019-08-21 | 2019-12-13 | 中建四局第六建筑工程有限公司 | Pitched roof truss floor plate and construction method thereof |
| CN111155709A (en) * | 2020-02-05 | 2020-05-15 | 重庆大学 | Assembled roof truss system |
| CN114016654A (en) * | 2021-12-15 | 2022-02-08 | 苏州美瑞德建筑装饰有限公司 | Imitative figurative compound wood veneer furred ceiling installation design structure of wooden house herringbone roof |
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- 2015-12-01 CN CN201521013803.7U patent/CN205348515U/en active Active
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106351379A (en) * | 2016-09-28 | 2017-01-25 | 中民筑友科技投资有限公司 | Roof assembly method |
| CN106894554A (en) * | 2017-02-24 | 2017-06-27 | 江西省城建建设集团有限公司 | The Sloping roof structure and its construction method of prefabricated board Cast-in-situ Beam |
| CN107882245B (en) * | 2017-11-10 | 2024-02-23 | 远大住宅工业（天津）有限公司 | Connection structure of full prefabricated sloping roof and cast-in-situ ridge beam and construction method thereof |
| CN107762026A (en) * | 2017-11-10 | 2018-03-06 | 长沙远大住宅工业安徽有限公司 | The attachment structure and its construction method of special-shaped complete prefabricated inclined roof and cast-in-place ridge pole |
| CN107859178A (en) * | 2017-11-10 | 2018-03-30 | 湘潭远大住宅工业有限公司 | The attachment structure and its construction method of complete prefabricated inclined roof and Cast-in-situ Beam |
| CN107882245A (en) * | 2017-11-10 | 2018-04-06 | 远大住宅工业（天津）有限公司 | The attachment structure and its construction method of complete prefabricated inclined roof and cast-in-place ridge pole |
| CN107762026B (en) * | 2017-11-10 | 2024-04-16 | 长沙远大住宅工业安徽有限公司 | Connection structure of special-shaped full-prefabricated sloping roof and cast-in-situ ridge beam and construction method thereof |
| CN108049576A (en) * | 2018-01-19 | 2018-05-18 | 辽宁工业大学 | The special wooden frame of modularization roof boarding and its installation method |
| CN110565864A (en) * | 2019-08-21 | 2019-12-13 | 中建四局第六建筑工程有限公司 | Pitched roof truss floor plate and construction method thereof |
| CN111155709A (en) * | 2020-02-05 | 2020-05-15 | 重庆大学 | Assembled roof truss system |
| CN111155709B (en) * | 2020-02-05 | 2024-05-28 | 重庆大学 | Assembled roof truss system |
| CN114016654B (en) * | 2021-12-15 | 2022-08-30 | 苏州美瑞德建筑装饰有限公司 | Imitative figurative compound wood veneer furred ceiling installation design structure of wooden house herringbone roof |
| CN114016654A (en) * | 2021-12-15 | 2022-02-08 | 苏州美瑞德建筑装饰有限公司 | Imitative figurative compound wood veneer furred ceiling installation design structure of wooden house herringbone roof |
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