CN107816173A - Building in the style of the ancients wood eave-rafter and cast-in-situ steel reinforced concrete Guttr board monolithic construction method - Google Patents
Building in the style of the ancients wood eave-rafter and cast-in-situ steel reinforced concrete Guttr board monolithic construction method Download PDFInfo
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- CN107816173A CN107816173A CN201711073223.0A CN201711073223A CN107816173A CN 107816173 A CN107816173 A CN 107816173A CN 201711073223 A CN201711073223 A CN 201711073223A CN 107816173 A CN107816173 A CN 107816173A
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- rafter
- eave
- guttr board
- ancients
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04D—ROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
- E04D13/00—Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
- E04D13/15—Trimming strips; Edge strips; Fascias; Expansion joints for roofs
- E04D13/158—Trimming strips; Edge strips; Fascias; Expansion joints for roofs covering the overhang at the eave side, e.g. soffits, or the verge of saddle roofs
Abstract
The invention discloses building in the style of the ancients wood eave-rafter and cast-in-situ steel reinforced concrete Guttr board monolithic construction method.Its drip irrigation device is to include following construction procedure：Process wooden Eaves member and by each component in the integral plate of installation on ground and installation connecting element；Set up support frame；Assembled good integral slab is lifted on support frame；The agent structure of connector and main body reinforcing bar and completion of having constructed simultaneously is attached by installation Guttr board main body reinforcing bar；Finally pour the board concrete that cornices.This method makes wooden eave-rafter be combined into one with Guttr board, more secure, and easy construction, can shorten the duration, while saves circulation material.
Description
Technical field
The present invention relates to building in the style of the ancients field, the construction of wooden eave-rafter more particularly in building in the style of the ancients.
Background technology
China ancient building roofing forms and typically uses large timber construction, i.e., by purlin, plate, a tree, used in making timber for boats, melon post,（It is several）Set a roof beam in place, rafter, wood
Basic unit, wooden eave-rafter etc. form.With the progress of antidetonation science and technology and the utilization of modern designing idea, the roofing of traditional large timber construction
Gradually substituted by reinforced concrete structure, the part that wooden eave-rafter can not be lacked as building in the style of the ancients often because structure it is small,
Complexity is various and is difficult to armored concrete and is substituted.As shown in Fig. 2 wooden eave-rafter 1 include flying-rafter 11, eave-rafter 12, Dalian eaves 13,
Little Lian eaves 14, front-seat roof boarding 15, heel row roof boarding 16 and lock baffle plate 17 etc..
At present, the eaves of building in the style of the ancients include the armored concrete Guttr board 2 positioned at top and the wooden eave-rafter positioned at bottom
1.Usual way is as follows：
Step 1, as shown in figure 1, after the completion of column 3 and eaves purlin beam 7, support frame 6 is installed, and main dragon is set up at the top of support frame 6
Bone 61, secondary joist 62 and template 63；
Step 2, in the top surface pouring reinforcement concrete Guttr board 2 of template 63；
Step 3, as shown in Fig. 2 after Guttr board 2 reaches some strength, remove support frame 6, main joist 61, secondary joist 62 and mould
Plate 63；
Step 4, hang upside down one by one under the Guttr board 2 flying-rafter 11, eave-rafter 12, Dalian eaves 13, little Lian eaves 14, front-seat roof boarding 15, after
Arrange roof boarding 16 and the grade component of lock baffle plate 17.
Each part of wooden eave-rafter 1 is hung upside down installation by this method, and overall structure is not formed with Guttr board 2, built on the sand, uneasy
Entirely；And need to use a large amount of secondary joists 62 and the grade circulation material of template 63.
The content of the invention
It is an object of the invention to provide a kind of building in the style of the ancients wood eave-rafter and cast-in-situ steel reinforced concrete Guttr board integral construction side
Method, this method make wooden eave-rafter be combined into one with Guttr board, more secure, and easy construction, can shorten the duration, together
Shi Jieyue circulation materials.
The present invention above-mentioned technical purpose technical scheme is that：
Building in the style of the ancients wood eave-rafter includes following construction procedure with cast-in-situ steel reinforced concrete Guttr board monolithic construction method：
Step a, process wooden Eaves member, the wooden Eaves member include flying-rafter, eave-rafter, Dalian eaves, little Lian eaves, front-seat roof boarding,
Heel row roof boarding and lock baffle plate.
Step b, by the wooden Eaves member processed in the integral plate of installation on ground, and install and connect integral slab and Guttr board
The connector being connected together；
Step c, support frame is set up；
Step d, assembled good integral slab is lifted on support frame, one end of the remote Dalian eaves of the eave-rafter directly rides upon
Construct on the eaves purlin beam of completion；
Step e, Guttr board main body reinforcing bar is installed, and by the connector on integral slab and main body reinforcing bar and the eaves for completion of having constructed
Purlin beam is attached；
Step f, the board concrete that cornices is poured.
By using above-mentioned technical proposal, wooden eave-rafter is combined into one with Guttr board, more secure, and letter of constructing
Just the duration, can be shortened, while save circulation material.
Preferably, part flying-rafter is processed into the structure with dovetail, and referred to as dovetail rafter, one end of the dovetail with
Termination connection of the flying-rafter away from Dalian eaves is integral, and the other end is simultaneously gradually thinning to the direction extension away from Dalian eaves, dovetail
Splice with heel row roof boarding top surface bottom surface.
By using above-mentioned technical proposal, make integral slab more firm, be easy to lift.
Preferably, a dovetail rafter is set between each two flying-rafter.
By using above-mentioned technical proposal, the intensity of integral slab had both been improved, has been easy to lift, has saved material again.
Preferably, connector includes hold-down hook and drag hook, and integral slab is during installation on ground, by the hold-down hook
The flying-rafter upper surface for being connected with dovetail rafter is fixed on, after integral slab is lifted on support frame, one end of the drag hook is hung
On the hold-down hook, the other end is fixed on the eaves purlin beam for completion of having constructed.
By using above-mentioned technical proposals, integral slab and completed agent structure are socketed, secure integral slab,
Prevent it from sliding downwards.
Preferably, the contact surface of each component of wooden eave-rafter and armored concrete Guttr board is arranged to roughing
Face.
By using above-mentioned technical proposal, the bonding force of wooden eave-rafter and armored concrete Guttr board is added, makes the two more
Combine well integral.
Preferably, the length of every piece of integral slab for every room of building in the style of the ancients face it is wide, i.e., column middle ware away from.
By using above-mentioned technical proposal, the lifting of integral slab is facilitated, and between integral slab rides over two root posts, shape
Into more preferable force structure, service life is extended.
Preferably, connector includes multiple front-seat hooks and heel row hook, the front-seat hook and heel row hook
One end is crotch, and screw thread is offered on the other end body of rod, and is connected with nut, during installation, by one of front-seat hook with crotch
End upward, is passed down through front-seat roof boarding and flying-rafter, installs nut；Heel row hook is through heel row roof boarding and eave-rafter or through dovetail
Rafter, heel row roof boarding and eave-rafter, then install nut；During Guttr board main body reinforcement installation, crotch is connected to the main body reinforcing bar
On.
By using above-mentioned technical proposal, wooden eave-rafter is hung in the bottom surface of armored concrete Guttr board, the two is combined into
Overall structure, and the attended operation is simply efficient, easily implements.
Preferably, front-seat hook and heel row hook stretch into the length of concrete cornice plate and are not less than 150mm, and crotch is set
It is set to 135 ° or 180 °.
By using above-mentioned technical proposal, wooden eave-rafter and armored concrete Guttr board forms more preferable connection effect, structure
More securely.
Preferably, the nut is double nut, and the nut is built in flying-rafter or eave-rafter.
By using above-mentioned technical proposal, wooden eave-rafter and armored concrete Guttr board connection effect is further enhanced, and
And reduce hook and wooden eave-rafter is leaked outside by force the influence of face decoration construction.
In summary, the invention has the advantages that：
1st, this method carries out integral hoisting, compared to current by multiple scattered components of wooden eave-rafter after the integral plate of installation on ground
Multiple scattered components of wooden eave-rafter are hung upside down into the construction method on armored concrete Guttr board one by one, construction is easier, effect
Rate is higher, and the duration is shorter；
2nd, by the use of overall spelling plate as a part for roofing eave mould bases support system, substantial amounts of template, secondary has not only been saved
The circulation materials such as keel, and the time that secondary joist and template are installed on scaffold is eliminated, it further shorten the duration；
3rd, constructed using this method, improve the globality of wooden eave-rafter, and the casting concrete Guttr board on wooden eave-rafter, make two
Person forms entirety, improves the globality and service life of building eaves.
Brief description of the drawings
Fig. 1 is the Guttr board construction schematic diagram of background technology building in the style of the ancients；
Fig. 2 is the projecting construction schematic diagram of wooden eave-rafter of background technology building in the style of the ancients；
Fig. 3 is integral slab and Guttr board construction end-state schematic diagram；
Fig. 4 is overall plate structure schematic diagram；
Fig. 5 is the integral slab schematic diagram that emphasis shows polycrystalline substance；
Fig. 6 is integral slab lifting schematic diagram；
Fig. 7 is hold-down hook and drag hook connection diagram after integral slab lifting；
Fig. 8 is front and rear row hook connection diagram.
In figure, 1, wooden eave-rafter；10th, integral slab；11st, flying-rafter；12nd, eave-rafter；13rd, Dalian eaves；14th, little Lian eaves；15th, it is front-seat to hope
Plate；16th, heel row roof boarding；17th, lock baffle plate；2nd, Guttr board；21st, main body reinforcing bar；3rd, column；4th, dovetail rafter；41st, dovetail；5th, connect
Part；51st, front-seat hook；52nd, heel row is linked up with；53rd, hold-down hook；54th, drag hook；55th, crotch；56th, top nut；57th, lower nut；6th, prop up
Support；61st, main joist；62nd, secondary joist；63rd, template；7th, eaves purlin beam；71st, built-in fitting；8th, elongated reinforcing bar；9th, hoisting ring.
Embodiment
The present invention is described in further detail below in conjunction with accompanying drawing.Wherein identical parts identical reference
Represent.It should be noted that the word "front", "rear" used below in description, "left", "right", " on ", " under ", " bottom surface " and
" top surface " refers to the direction in accompanying drawing, and word " interior " and " outer " are referred respectively to towards or away from particular elements geometric center
Direction.
With reference to figure 3, a kind of building in the style of the ancients wood eave-rafter and cast-in-situ steel reinforced concrete Guttr board monolithic construction method, mainly pass through
Each component of wooden eave-rafter 1 is combined into multiple integral slabs 10 on ground in advance in advance；Then the top of support frame 6 is lifted on, with wooden eaves
The structure of of rafter 1 itself replaces secondary joist 62 and template 63, and wooden eave-rafter 1 forms support system with main joist 61；Finally in wooden eave-rafter 1
The direct casting concrete Guttr board 2 of top surface, make the two formed overall structure.
This method Specific construction step is as follows：
Step a, wooden component setting-out and processing：
As shown in figure 3, setting-out is primarily referred to as according to design requirement and the requirement of ancient building standard, with different rooms（Such as principal rooms
Between seven, between wing-room five etc.）Distinguish setting-out for unit, release the size and sample of 1 each component of block number and wooden eave-rafter of integral slab 10
Formula.In order to facilitate the lifting of integral slab 10, the length of every piece of integral slab 10 is preferably that the face in every room of building in the style of the ancients is wide, and face is wide also
It is the spacing between two root posts 3.This scheme makes between integral slab 10 rides over two root posts 3, to form more preferable force structure, prolong
Service life is grown.When the middle ware of two root posts 3 is away from more than 4m, two pieces of integral slabs 10 can be divided into and lifted, but hung
After the completion of dress, the side of dovetail rafter 4 on roof boarding, using conventional mother-son mouth or fight recklessly two pieces of integral slabs by the way of bell and spigot
10 are stitched together（It is not drawn into figure）.
As shown in figs. 4 and 5, each component of wooden eave-rafter 1 is processed according to setting-out result, and each component is numbered.
Each component of wooden eave-rafter 1 includes flying-rafter 11, eave-rafter 12, Dalian eaves 13, little Lian eaves 14, front-seat roof boarding 15, heel row roof boarding 16 and lock
Baffle plate 17.Each component manufacturing procedure is mainly：Timber sorting --- material --- scraping --- brushing preservative of opening up wasteland, insect-proof agent and
Anti-flaming dope etc..During scraping, each component of wooden eave-rafter 1 does not have to fine with the contact surface of armored concrete Guttr board 2
Plane is crossed, is arranged to roughing face, to increase the bonding force with concrete.In addition, to prevent that wood component slightly adds during concreting
Work face absorbs water, in twice of the face brush tung oil.
Step b, by the component of wooden eave-rafter 1 processed according to advance numbering in installation on ground into polylith integral slab 10, and
The connector 5 that integral slab 10 and Guttr board 2 are linked together is installed.
As shown in figs. 4 and 5, part flying-rafter 11 is processed into the structure with dovetail 41, and referred to as dovetail rafter 4, the swallow
One end of tail 41 is connected integral, direction extension of the other end to remote Dalian eaves 13 with termination of the flying-rafter 11 away from Dalian eaves 13
And it is gradually thinning, the bottom surface of dovetail 41 is spliced with the top surface of heel row roof boarding 16.One dovetail rafter is set between each two flying-rafter 11
4, i.e. dovetail rafter 4 is arranged at intervals with flying-rafter 11（With reference to figure 7）.Preferably, the outermost of integral slab is arranged to dovetail rafter 4.This side
Case had both improved the intensity of integral slab 10, was easy to lift, and saved material again.When assembled, between each component using iron bamboo slips used for divination or drawing lots nail or
The usual manners such as bolt connect.
Connector 5 includes multiple front-seat hooks 51 and heel row hook 52 and multiple Hes of hold-down hook 53 used that complement one another
Drag hook 54.
The structure of front row hook 51 and heel row hook 52 is that one end is crotch 55, and screw thread is offered on the other end body of rod,
And it is connected with top nut 56 and lower nut 57；During installation, by the crotch 55 of front-seat hook 51 upward, after being inserted in top nut 56, to
Under through front-seat roof boarding 15 and flying-rafter, lower nut 57 is installed, top nut 56 and lower nut 57 are tightened, by front-seat roof boarding 15 and flying-rafter
11 clamp；The crotch 55 of heel row hook 52 upward, after being inserted in top nut 56, vertically passes through dovetail rafter 4, heel row roof boarding 16 and eave-rafter
12, or through heel row roof boarding 16 and eave-rafter 12, then lower nut 57 is installed, top nut 56 and lower nut 57 are tightened, by dovetail rafter
4th, heel row roof boarding 16 and eave-rafter 12 clamp.
In order to strengthen connection effect, lower nut 57 is double nut；In order that hook does not influence flying-rafter 11 and eave-rafter 12 leaks outside
The finishing in face, lower nut 57 is built in flying-rafter 11 or eave-rafter 12.Front row hook 51 and heel row hook 52 stretch into concrete and chosen
The length of eaves board 2 is not less than 150mm, and crotch 55 is arranged to 135 ° or 180 °.To facilitate installation, often row links up with the horizontal direction
Must on the same line, and crotch 55 is preferably directed towards the direction of Dalian eaves 13 towards consistent.
Using the scheme of double hook, wooden eave-rafter 1 and armored concrete Guttr board 2 are combined into overall structure, and should
Attended operation is simply efficient, easily implements.
Hold-down hook 53 is fixed on the upper surface of flying-rafter 11 for being connected with dovetail rafter 4, and one end of drag hook 54 is hung on hold-down hook 53,
The other end is socketed on the built-in fitting 71 of completed eaves purlin beam 7.The connection work of drag hook 54 treats the lifting of integral slab 10 to support
Carried out after on frame 6.
In addition, as shown in figure 4, lifting for convenience, multiple hoisting rings 9, Ke Yiwei are provided with the top surface of integral slab 10
Four.Simultaneously in order to save material, hold-down hook 53 can be made circlewise, instead of part hoisting ring 9, made in hoisting process
With.
Step c, support frame is set up：
As shown in fig. 6, because the front-seat roof boarding 15 and the thickness of heel row roof boarding 16 of integral slab 10 are thicker, piece is tight, can be as room
The bottom template 63 of armored concrete Guttr board 2 uses；Eave-rafter 12 and the spacing of flying-rafter 11 under roof boarding are small and anti-bending strength is good, can
Used as the secondary joist 62 in support frame 6, therefore support frame 6 is only set up to main joist 61.The program makes integral slab 10
It is both a part for cornice decoration element, is a part for form bracing system again, it is used compared to when pouring Guttr board 2 at present
Form bracing system saves a large amount of bottom templates 63 and secondary joist 62.
Step d, as shown in fig. 6, assembled good integral slab 10 is lifted on the main joist 61 of support frame 6, with reference to figure 7
（Support frame 6 is not drawn）, the one end of the eave-rafter 12 of integral slab 10 away from Dalian eaves 13 directly rides upon the eaves purlin for completion of having constructed
On beam 7.The size adjusting eaves required according to design requirement or ancient architecture standard goes out and absolute altitude, is ensureing roofing eave wood component just
True position.After the completion of adjustment, one end of drag hook 54 is hung on hold-down hook 53, the other end is socketed in completed eaves purlin beam 7
On built-in fitting 71, to fix integral slab 10, prevent it from sliding downwards.
Step e, as shown in figure 8, being required according to Reinforcement Design, the main body reinforcing bar 21 of Guttr board 2 is installed, and front row is linked up with 51
Hung over the crotch 55 of heel row hook 52 on main body reinforcing bar 21.When the position of main body reinforcing bar 21 is improper, not having can be through hook
During reinforcing bar, elongated reinforcing bar 8 one, elongated reinforcing bar 8 and master are added respectively in the crotch 55 of front row hook 51 and heel row hook 52
Body reinforcing bar 21 is welded or colligation is connected firmly.
Step f, the concrete of Guttr board 2 is poured：Slump is preferably controlled in 160mm or so, concrete vibrating, is adopted
With the less vibrating spear of diameter, must not cross to shake, leakage.
This method after the integral plate 10 of installation on ground, lifts multiple scattered components of wooden eave-rafter 1 to scaffold, makees
For a part for the mould bases support system of Guttr board 2, construction is completed after the concreting of Guttr board 2, eliminates current construction party
Need multiple scattered components of wooden eave-rafter 1 hanging upside down the complex operations on armored concrete Guttr board 2 one by one in method, therefore, should
Method has the advantages of construction procedure is simple, workable, the construction period is short and can save a large amount of circulation materials.In addition,
This method makes wooden eave-rafter 1 and Guttr board 2 form overall structure, more firmly, safely.
The construction method is applied in Centred Landscaping tower engineering in international can all can open up in Huairou, achieve economy,
Save the duration and wooden eave-rafter 1 is combined good integrity etc. with Guttr board 2 and integrates beneficial effect.
This specific embodiment is only explanation of the invention, and it is not limitation of the present invention, people in the art
Member can make the modification of no creative contribution to the present embodiment as needed after this specification is read, but as long as at this
All protected in the right of invention by Patent Law.
Claims (9)
1. a kind of building in the style of the ancients wood eave-rafter and cast-in-situ steel reinforced concrete Guttr board monolithic construction method, it is characterised in that：Including with
Lower construction procedure：
Step a, wooden eave-rafter is processed（1）Each component, the wooden eave-rafter（1）Each component includes flying-rafter（11）, eave-rafter（12）, Dalian eaves
（13）, little Lian eaves（14）, front-seat roof boarding（15）, heel row roof boarding（16）With lock baffle plate（17）；
Step b, the wooden eave-rafter that will be processed（1）Each component is in the integral plate of installation on ground（10）, and install integral slab（10）
And Guttr board（2）The connector to link together（5）；
Step c, support frame is set up（6）；
Step d, by assembled good integral slab（10）It is lifted on support frame（6）On, the eave-rafter（12）Remote Dalian eaves（13）
One end directly ride upon the eaves purlin beam of completion of having constructed（7）On；
Step e, Guttr board is installed（2）Main body reinforcing bar（21）, and by integral slab（10）On connector（5）With main body reinforcing bar（21）
And the eaves purlin beam for completion of having constructed（7）It is attached；
Step f, Guttr board is poured（2）Concrete.
2. building in the style of the ancients wood eave-rafter according to claim 1 and cast-in-situ steel reinforced concrete Guttr board monolithic construction method, its
It is characterised by：Part flying-rafter（11）It is processed into band dovetail（41）Structure, and referred to as dovetail rafter（4）, the dovetail（41）'s
One end and flying-rafter（11）Away from Dalian eaves（13）Termination connection it is integral, the other end is to away from Dalian eaves（13）Direction extension
And gradual thinning, dovetail（41）Bottom surface and heel row roof boarding（16）Top surface splices.
3. building in the style of the ancients wood eave-rafter according to claim 2 and cast-in-situ steel reinforced concrete Guttr board monolithic construction method, its
It is characterised by：Each two flying-rafter（11）Between set a dovetail rafter（4）.
4. building in the style of the ancients wood eave-rafter according to claim 3 and cast-in-situ steel reinforced concrete Guttr board monolithic construction method, its
It is characterised by：Connector（5）Including hold-down hook（53）And drag hook（54）, integral slab（10）During installation on ground, by described in
Hold-down hook（53）It is fixed on and is connected with dovetail rafter（4）Flying-rafter（11）Upper surface, in integral slab（10）It is lifted on support frame（6）On
After, by the drag hook（54）One end hang over the hold-down hook（53）On, the other end is fixed on the eaves purlin beam for completion of having constructed
（7）On.
5. building in the style of the ancients wood eave-rafter according to claim 3 and cast-in-situ steel reinforced concrete Guttr board monolithic construction method, its
It is characterised by：By wooden eave-rafter（1）Each component and armored concrete Guttr board（2）Contact surface be arranged to roughing face.
6. building in the style of the ancients wood eave-rafter according to claim 3 and cast-in-situ steel reinforced concrete Guttr board monolithic construction method, its
It is characterised by：Every piece of integral slab（10）Length it is wide for the face in every room of building in the style of the ancients, i.e. two root posts（3）Between spacing.
7. building in the style of the ancients wood eave-rafter according to claim 3 and cast-in-situ steel reinforced concrete Guttr board monolithic construction method, its
It is characterised by：Connector（5）Including multiple front-seat hooks（51）Linked up with heel row（52）, the front-seat hook（51）Hung with heel row
Hook（52）One end be crotch（55）, screw thread is offered on the other end body of rod, and be connected with nut, during installation, front row is linked up with
（51）With crotch（55）One end upward, be passed down through front-seat roof boarding（15）And flying-rafter（11）, nut is installed；Heel row is linked up with
（52）Through heel row roof boarding（16）And eave-rafter（12）Or through dovetail rafter（4）, heel row roof boarding（16）And eave-rafter（12）, then install
Nut；Guttr board（2）Main body reinforcing bar（21）During installation, by crotch（55）It is connected to the main body reinforcing bar（21）On.
8. building in the style of the ancients wood eave-rafter according to claim 7 and cast-in-situ steel reinforced concrete Guttr board monolithic construction method, its
It is characterised by：Front row hook（51）Linked up with heel row（52）Stretch into concrete cornice plate（2）Length be not less than 150mm, crotch
（55）It is arranged to 135 ° or 180 °.
9. building in the style of the ancients wood eave-rafter according to claim 7 and cast-in-situ steel reinforced concrete Guttr board monolithic construction method, its
It is characterised by：The nut is double nut, and the nut is built in flying-rafter（11）Or eave-rafter（12）It is interior.
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| CN201711073223.0A CN107816173B (en) | 2017-11-04 | 2017-11-04 | Pseudo-classic architecture wood eave-rafter and cast-in-situ steel reinforced concrete Guttr board monolithic construction method |
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| CN201711073223.0A CN107816173B (en) | 2017-11-04 | 2017-11-04 | Pseudo-classic architecture wood eave-rafter and cast-in-situ steel reinforced concrete Guttr board monolithic construction method |
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| CN108625549A (en) * | 2018-07-18 | 2018-10-09 | 天津天建设集团有限公司 | The outer eaves abnormity cosmetic sheet Wind-Pressure Resistance construction system of building and construction method |
| CN109138150A (en) * | 2018-10-22 | 2019-01-04 | 绍兴市园林建设有限公司 | A kind of archaized building structure and its manufacturing method |
| CN109989538A (en) * | 2019-04-22 | 2019-07-09 | 北京市第三建筑工程有限公司 | A kind of ancient architecture flying-rafter structure and its construction method constructed with metal plate |
| CN113756524A (en) * | 2021-09-03 | 2021-12-07 | 德才装饰股份有限公司 | Assembled component of eaves mouth and rafter |
| CN114541570A (en) * | 2022-03-04 | 2022-05-27 | 中建八局第二建设有限公司 | Organ type outer vertical surface structure and construction method |
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| CN108625549A (en) * | 2018-07-18 | 2018-10-09 | 天津天建设集团有限公司 | The outer eaves abnormity cosmetic sheet Wind-Pressure Resistance construction system of building and construction method |
| CN108625549B (en) * | 2018-07-18 | 2024-04-19 | 天津天一建设集团有限公司 | Wind pressure resistant construction system and construction method for building external eave special-shaped decorative sheet |
| CN109138150A (en) * | 2018-10-22 | 2019-01-04 | 绍兴市园林建设有限公司 | A kind of archaized building structure and its manufacturing method |
| CN109989538A (en) * | 2019-04-22 | 2019-07-09 | 北京市第三建筑工程有限公司 | A kind of ancient architecture flying-rafter structure and its construction method constructed with metal plate |
| CN113756524A (en) * | 2021-09-03 | 2021-12-07 | 德才装饰股份有限公司 | Assembled component of eaves mouth and rafter |
| CN114922360A (en) * | 2021-12-31 | 2022-08-19 | 赵鹏付 | Device for combining prefabrication and cast-in-place of roof cornice structure and construction method thereof |
| CN114541570A (en) * | 2022-03-04 | 2022-05-27 | 中建八局第二建设有限公司 | Organ type outer vertical surface structure and construction method |
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