CN107816173B - Pseudo-classic architecture wood eave-rafter and cast-in-situ steel reinforced concrete Guttr board monolithic construction method - Google Patents
Pseudo-classic architecture wood eave-rafter and cast-in-situ steel reinforced concrete Guttr board monolithic construction method Download PDFInfo
- Publication number
- CN107816173B CN107816173B CN201711073223.0A CN201711073223A CN107816173B CN 107816173 B CN107816173 B CN 107816173B CN 201711073223 A CN201711073223 A CN 201711073223A CN 107816173 B CN107816173 B CN 107816173B
- Authority
- CN
- China
- Prior art keywords
- rafter
- eave
- guttr board
- hook
- pseudo
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Classifications
-
- 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 pseudo-classic architecture wood eave-rafters and cast-in-situ steel reinforced concrete Guttr board monolithic construction method.Its key points of the technical solution are that including following construction procedure: processing the wooden Eaves member and by each component in the integral plate of installation on ground and installation connecting element；Set up support frame；On the support frame by assembled good integral slab lifting；The main 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 the wooden eave-rafter be combined into one with Guttr board, stronger safety, and easy construction, can shorten the construction period, while saving circulation material.
Description
Technical field
The present invention relates to pseudo-classic architecture fields, in particular to the construction of the wooden eave-rafter in pseudo-classic architecture.
Background technique
China's ancient building roofing, which is constituted, generally uses large timber construction, i.e., is set a roof beam in place by purlin, plate, a tree, used in making timber for boats, melon column, (several), rafter, wood
The compositions such as base, the wooden eave-rafter.With the progress of antidetonation science and technology and the utilization of modern designing idea, the roofing of traditional large timber construction
Gradually replaced reinforced concrete structure, a part that the wooden eave-rafter can not be lacked as pseudo-classic architecture often because structure it is small,
Complexity is various and is difficult to replaced armored concrete.As shown in Fig. 2, the 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 17 etc..
Currently, the eaves of pseudo-classic architecture include the wooden eave-rafter positioned at the armored concrete Guttr board 2 at top and 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 set up at the top of support frame 6
Main joist 61, secondary joist 62 and template 63；
Step 2, in 63 top surface pouring reinforcement concrete Guttr board 2 of template；
Step 3, as shown in Fig. 2, after Guttr board 2 reaches some strength, remove support frame 6, main joist 61, secondary joist 62
With template 63；
Step 4 hangs upside down flying-rafter 11, eave-rafter 12, Dalian eaves 13, little Lian eaves 14, front-seat roof boarding one by one under Guttr board 2
15, the components such as heel row roof boarding 16 and lock baffle 17.
This method is by the projecting installation of each component of the wooden eave-rafter 1, with the not formed overall structure of Guttr board 2, built on the sand, uneasiness
Entirely；And need to use the circulation materials such as a large amount of secondary joists 62 and template 63.
Summary of the invention
The object of the present invention is to provide a kind of pseudo-classic architecture wood eave-rafters and cast-in-situ steel reinforced concrete Guttr board integral construction side
Method, this method make the wooden eave-rafter be combined into one with Guttr board, stronger safety, and easy construction, can shorten the construction period, together
Shi Jieyue circulation material.
Above-mentioned technical purpose of the invention has the technical scheme that
Pseudo-classic architecture wood eave-rafter and cast-in-situ steel reinforced concrete Guttr board monolithic construction method include following construction procedure:
Step a, the wooden Eaves member is processed, the wood Eaves member includes flying-rafter, eave-rafter, Dalian eaves, little Lian eaves, front-seat prestige
Plate, heel row roof boarding and lock baffle.
Step b, it by the wooden Eaves member processed in the integral plate of installation on ground, and installs and connects integral slab and Guttr board
The connector being connected together；
Step c, support frame is set up；
Step d, on the support frame by assembled good integral slab lifting, one end of the separate Dalian eaves of the eave-rafter is directly taken
It is located on the eaves purlin beam for completion of having constructed；
Step e, install Guttr board main body reinforcing bar, and by integral slab connector and main body reinforcing bar and completion of having constructed
Eaves purlin beam be attached；
Step f, the board concrete that cornices is poured.
By using above-mentioned technical proposal, the wooden eave-rafter is combined into one with Guttr board, stronger safety, and letter of constructing
Just, it can shorten the construction period, 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
Flying-rafter far from Dalian eaves end connection it is integral, the other end to far from Dalian eaves direction extend and it is gradually thinning, dovetail
Bottom surface and heel row roof boarding top surface are spliced.
By using above-mentioned technical proposal, keeps integral slab stronger, be easy to lift.
Preferably, a dovetail rafter is set between every two flying-rafter.
By using above-mentioned technical proposal, the intensity of integral slab was both improved, had been easy to lift, and has saved material.
Preferably, connector includes hold-down hook and drag hook, and integral slab is during installation on ground, by the hold-down hook
It is fixed on the flying-rafter upper surface for being connected with dovetail rafter, after integral slab lifting on the 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 main structure are socketed, integral slab is secured,
Prevent it from sliding downwards.
Preferably, the contact surface of each component of the wooden eave-rafter and armored concrete Guttr board is arranged to roughing
Face.
By using above-mentioned technical proposal, the bonding force of the wooden eave-rafter Yu armored concrete Guttr board is increased, makes the two more
It combines well integral.
Preferably, the length of every piece of integral slab be every room of pseudo-classic architecture 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 integral slab rides between two root posts, shape
At better force structure, service life is extended.
Preferably, connector includes that multiple front-seat link up with are linked up with heel row hook, the front-seat hook with heel row
One end is crotch, screw thread is offered on the other end body of rod, and be connected with nut, and when installation, front-seat hook is had the one of crotch
End upward, is passed down through front-seat roof boarding and flying-rafter, installs nut；Heel row hook is across heel row roof boarding and eave-rafter or passes through dovetail
Rafter, heel row roof boarding and eave-rafter, then install nut；When Guttr board main body reinforcement installation, crotch is connected to the main body reinforcing bar
On.
By using above-mentioned technical proposal, the 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 simple and efficient, and is easily implemented.
Preferably, the length that front-seat hook and heel row hook protrude into concrete cornice plate is not less than 150mm, and crotch is set
It is set to 135 ° or 180 °.
By using above-mentioned technical proposal, the wooden eave-rafter and armored concrete Guttr board form better 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, the wooden eave-rafter and armored concrete Guttr board connection effect are further enhanced, and
And it reduces hook and leaks outside by force the influence of face decoration construction to the wooden eave-rafter.
In conclusion the invention has the following advantages:
1, this method carries out integral hoisting, compares by multiple scattered components of the wooden eave-rafter after the integral plate of installation on ground
Currently multiple scattered components of the wooden eave-rafter are hung upside down into the construction method on armored concrete Guttr board one by one, constructed simpler
Just, more efficient, the duration is shorter；
2, using whole group jigsaw as a part of roofing eave mould bases support system, a large amount of mould has not only been saved
The circulation materials such as plate, secondary joist, and the time that secondary joist and template are installed on scaffold is eliminated, further shorten work
Phase；
3, it is constructed using this method, improves the globality of the wooden eave-rafter, and the casting concrete Guttr board on the wooden eave-rafter,
It forms the two whole, improves the globality and service life of building eaves.
Detailed description of the invention
Fig. 1 is the Guttr board construction schematic diagram of background technique pseudo-classic architecture；
Fig. 2 is the projecting construction schematic diagram of the wooden eave-rafter of background technique pseudo-classic architecture；
Fig. 3 is integral slab and Guttr board construction end-state schematic diagram；
Fig. 4 is integral slab structural schematic diagram；
Fig. 5 is the integral slab schematic diagram that emphasis shows bottom structure；
Fig. 6 is integral slab lifting schematic diagram；
Fig. 7 is hold-down hook and drag hook connection schematic diagram after integral slab lifting；
Fig. 8 is front and rear row hook connection schematic diagram.
In figure, 1, the wooden eave-rafter；10, integral slab；11, flying-rafter；12, eave-rafter；13, Dalian eaves；14, little Lian eaves；15, front-seat to hope
Plate；16, heel row roof boarding；17, lock baffle；2, Guttr board；21, main body reinforcing bar；3, column；4, dovetail rafter；41, dovetail；5, it connects
Part；51, front-seat hook；52, heel row is linked up with；53, hold-down hook；54, drag hook；55, crotch；56, top nut；57, lower nut；6, it props up
Support；61, main joist；62, secondary joist；63, template；7, eaves purlin beam；71, built-in fitting；8, elongated reinforcing bar；9, hoisting ring.
Specific embodiment
Below in conjunction with attached drawing, invention is further described in detail.The wherein identical appended drawing reference of identical components
It indicates.It should be noted that word "front", "rear" used in the following description, "left", "right", "upper", "lower", " bottom surface " and
" top surface " refers to that the direction in attached drawing, word "inner" and "outside" are referred respectively to towards or away from geometric center of specific component
Direction.
With reference to Fig. 3, a kind of pseudo-classic architecture wood eave-rafter and cast-in-situ steel reinforced concrete Guttr board monolithic construction method mainly pass through
Each component of the wooden eave-rafter 1 is combined into multiple integral slabs 10 on ground in advance in advance；Then it is lifted on the top of support frame 6, with the wooden eaves
The structure of rafter 1 itself replaces secondary joist 62 and template 63, and the wooden eave-rafter 1 forms support system with main joist 61；Finally in the wooden eave-rafter 1
The direct casting concrete Guttr board 2 in top surface, both make to form overall structure.
Steps are as follows for this method Specific construction:
Step a, the 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, (such as with different rooms
Between principal rooms seven, between wing-room five etc.) it is that unit distinguishes setting-out, release the block number of integral slab 10 and the size of each component of the wooden eave-rafter 1
And pattern.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 pseudo-classic architecture is wide, and face is wide
Spacing namely between two root posts 3.This scheme rides over integral slab 10 between two root posts 3, forms better stress knot
Structure extends service life.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
It is the side of dovetail rafter 4 on roof boarding after the completion of lifting, using common mother-son mouth or fights recklessly whole by two pieces by the way of bell and spigot
Body plate 10 is stitched together and (is not drawn into figure).
As shown in figs. 4 and 5, each component of the wooden eave-rafter 1 is processed according to setting-out result, and each component is numbered.
Each component of the 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 17.Each component manufacturing procedure is main are as follows: timber sorting --- open up wasteland material --- scraping --- brushing preservative, insect-proof agent and
Anti-flaming dope etc..During scraping, each component of the wooden eave-rafter 1 and the contact surface of armored concrete Guttr board 2 do not have to finely
Plane is crossed, roughing face is arranged to, to increase the bonding force with concrete.In addition, to prevent wood component when concreting from slightly adding
Work face water suction, at twice of the face brush tung oil.
Step b, by 1 component of the wooden eave-rafter processed according to preparatory number in installation on ground at muti-piece 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 connect integral, direction extension of the other end to separate Dalian eaves 13 with flying-rafter 11 far from the end of Dalian eaves 13
And it is gradually thinning, the bottom surface of dovetail 41 and the top surface of heel row roof boarding 16 are spliced.One dovetail rafter is set between every two flying-rafter 11
4, i.e. dovetail rafter 4 and the interval of flying-rafter 11 setting (referring to Fig. 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.When assembled, between each component using iron bamboo slips used for divination or drawing lots nail or
The connection of the usual manners such as bolt.
Connector 5 includes multiple front-seat hooks 51 and heel row hook 52 and multiple 53 Hes of hold-down hook 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, offers screw thread on the other end body of rod,
And it is connected with top nut 56 and lower nut 57；When installation, upward by the crotch 55 of front-seat hook 51, after being inserted in top nut 56, to
Under across 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 heel row roof boarding 16 and eave-rafter 12 are passed through, then lower nut 57 is installed, top nut 56 and lower nut 57 are tightened, by dovetail rafter
4, heel row roof boarding 16 and eave-rafter 12 clamp.
In order to reinforce connection effect, lower nut 57 is double nut；In order to make, hook does not influence flying-rafter 11 and eave-rafter 12 leaks outside
Lower nut 57 is built in flying-rafter 11 or eave-rafter 12 by the finishing in face.Front row hook 51 and heel row hook 52 protrude into concrete and choose
The length of eaves board 2 is not less than 150mm, and crotch 55 is arranged to 135 ° or 180 °.To facilitate installation, every row's hook is in 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, the wooden eave-rafter 1 and armored concrete Guttr board 2 are combined into overall structure, and should
Attended operation is simple and efficient, and is easily implemented.
Hold-down hook 53 is fixed on 11 upper surface of flying-rafter for being connected with dovetail rafter 4, and one end of drag hook 54 is hung on hold-down hook 53,
The other end sockets on the built-in fitting 71 of completed eaves purlin beam 7.The connection work of drag hook 54 waits for the lifting of integral slab 10 to support
It is carried out after on frame 6.
In addition, as shown in figure 4, lifting for convenience, is equipped with multiple hoisting rings 9, Ke Yiwei in 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, be made in hoisting process
With.
Step c, support frame is set up:
As shown in fig. 6, the front-seat roof boarding 15 and 16 thickness of heel row roof boarding due to integral slab 10 are thicker, piece is tight, can do
It is used for the bottom template 63 of room armored concrete Guttr board 2；Eave-rafter 12 and 11 spacing of flying-rafter under roof boarding be small and anti-bending strength
Good, the secondary joist 62 that can be used as in support frame 6 uses, therefore support frame 6 is only set up to main joist 61.The program makes entirety
Plate 10 is both a part of cornice decoration element and a part of form bracing system, pours Guttr board 2 when institute compared to current
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 Fig. 7
(not drawing support frame 6), the eave-rafter 12 of integral slab 10 directly ride upon the eaves purlin for completion of having constructed far from one end of Dalian eaves 13
On beam 7.Gone out according to the size adjusting eaves that design requirement or ancient architecture standard require and absolute altitude, is guaranteeing 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, requiring according to Reinforcement Design, 2 main body reinforcing bar 21 of Guttr board is installed, and front row is linked up with 51
It is hung on main body reinforcing bar 21 with the crotch 55 of heel row hook 52.When 21 position of main body reinforcing bar is improper, that hook can not passed through
When reinforcing bar, elongated reinforcing bar 8 one, elongated reinforcing bar 8 and master are added respectively in the crotch 55 of front-seat hook 51 and heel row hook 52
Body reinforcing bar 21 is welded or is bound and is connected firmly.
Step f, pour 2 concrete of Guttr board: slump is preferably controlled in 160mm or so, concrete vibrating, is adopted
With the lesser vibrating spear of diameter, must not over vibration, leakage.
This method after the integral plate 10 of installation on ground, in lifting to scaffold, makees multiple scattered components of the wooden eave-rafter 1
For a part of 2 mould bases support system of Guttr board, construction is completed after 2 concreting of Guttr board, eliminates current construction party
It needs multiple scattered components of the wooden eave-rafter 1 hanging upside down the complex operations on armored concrete Guttr board 2 one by one in method, it therefore, should
The advantages of method has construction procedure simple, strong operability, and the construction period is short and can save a large amount of circulation materials.In addition,
This method makes the wooden eave-rafter 1 and Guttr board 2 forms overall structure, stronger, safety.
The construction method can all be opened up in Centred Landscaping tower engineering in the Huairou world and be applied, achieve economy,
It saves the duration and the wooden eave-rafter 1 is combined the comprehensive beneficial effect such as good integrity with Guttr board 2.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art
Member can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as at this
All by the protection of Patent Law in the scope of the claims of invention.
Claims (8)
1. a kind of pseudo-classic architecture 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 (1) each component is processed, described wood 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) and lock baffle (17)；
Meanwhile construction eaves purlin beam (7), and built-in fitting (71) are installed on eaves purlin beam (7)；
Step b, it by the wooden eave-rafter (1) each component processed in the integral plate of installation on ground (10), and installs integral slab (10)
The connector (5) to link together with Guttr board (2)；The length of every piece of integral slab (10) is that the face in every room of pseudo-classic architecture is wide,
Spacing i.e. between two root posts (3)；
Connector (5) includes hold-down hook (53) and drag hook (54), and the hold-down hook (53) is fixed on flying-rafter (11) upper surface；
Step c, support frame (6) are set up；
Step d, assembled good integral slab (10) is lifted on support frame (6), the separate Dalian eaves (13) of the eave-rafter (12)
One end directly ride upon on the eaves purlin beam (7) for completion of having constructed；One end of the drag hook (54) is hung over into the hold-down hook
(53) on, the other end is socketed on the built-in fitting (71) of completed eaves purlin beam (7)；
Step e, install Guttr board (2) main body reinforcing bar (21), and by integral slab (10) connector (5) and main body reinforcing bar (21)
And the eaves purlin beam (7) for completion of having constructed is attached；
Step f, Guttr board (2) concrete is poured.
2. pseudo-classic architecture wood eave-rafter according to claim 1 and cast-in-situ steel reinforced concrete Guttr board monolithic construction method,
Be characterized in that: part flying-rafter (11) is processed into the structure with dovetail (41), and referred to as dovetail rafter (4), the dovetail (41)
One end connect integral, direction extension of the other end to separate Dalian eaves (13) with flying-rafter (11) far from the end of Dalian eaves (13)
And it is gradually thinning, the bottom surface and heel row roof boarding (16) top surface of dovetail (41) are spliced.
3. pseudo-classic architecture wood eave-rafter according to claim 2 and cast-in-situ steel reinforced concrete Guttr board monolithic construction method,
It is characterized in that: a dovetail rafter (4) is set between every two flying-rafter (11).
4. pseudo-classic architecture wood eave-rafter according to claim 3 and cast-in-situ steel reinforced concrete Guttr board monolithic construction method,
Be characterized in that: the hold-down hook (53) is fixed on flying-rafter (11) upper surface for being connected with dovetail rafter (4).
5. pseudo-classic architecture wood eave-rafter according to claim 3 and cast-in-situ steel reinforced concrete Guttr board monolithic construction method,
It is characterized in that: the contact surface of each component of the wooden eave-rafter (1) and armored concrete Guttr board (2) is arranged to roughing face.
6. pseudo-classic architecture wood eave-rafter according to claim 3 and cast-in-situ steel reinforced concrete Guttr board monolithic construction method,
Be characterized in that: connector (5) includes multiple front-seat hooks (51) and heel row hook (52), and the front-seat hook (51) and heel row are hung
One end of hook (52) is crotch (55), offers screw thread on the other end body of rod, and be connected with nut, and when installation, front row is linked up with
(51) one end with crotch (55) upward, is passed down through front-seat roof boarding (15) and flying-rafter (11), installs nut；Heel row hook
(52) heel row roof boarding (16) and eave-rafter (12) are passed through or passes through dovetail rafter (4), heel row roof boarding (16) and eave-rafter (12), is then installed
Nut；When Guttr board (2) main body reinforcing bar (21) is installed, crotch (55) is connected on the main body reinforcing bar (21).
7. pseudo-classic architecture wood eave-rafter according to claim 6 and cast-in-situ steel reinforced concrete Guttr board monolithic construction method,
Be characterized in that: front row hook (51) and heel row hook (52) protrude into the length of concrete cornice plate (2) not less than 150mm, crotch
(55) it is arranged to 135 ° or 180 °.
8. pseudo-classic architecture wood eave-rafter according to claim 6 and cast-in-situ steel reinforced concrete Guttr board monolithic construction method,
Be characterized in that: the nut is double nut, and the nut is built in flying-rafter (11) or eave-rafter (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| 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 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| 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 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107816173A CN107816173A (en) | 2018-03-20 |
| CN107816173B true CN107816173B (en) | 2019-09-10 |
Family
ID=61603782
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711073223.0A Active 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 |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107816173B (en) |
Families Citing this family (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN114135065A (en) * | 2021-12-31 | 2022-03-04 | 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 |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1884734A (en) * | 2006-07-06 | 2006-12-27 | 北京城建亚泰建设工程有限公司 | Archaized architecture and its construction method |
| CN201400963Y (en) * | 2009-04-14 | 2010-02-10 | 北京通宜仿古商亭厂 | Archaizing connecting body eave rafter flying rafter |
| CN102220810A (en) * | 2011-04-08 | 2011-10-19 | 天津住宅集团建设工程总承包有限公司 | Method for connecting wooden members with concrete members of eaves of antique buildings |
| CN103195214A (en) * | 2013-04-24 | 2013-07-10 | 北京城建亚泰建设集团有限公司 | Wood roof cornice decking and concrete composite structure in archaized buildings and construction method thereof |
| CN204826462U (en) * | 2015-06-08 | 2015-12-02 | 中国建筑西北设计研究院有限公司 | Building upturned eaves subassembly |
| CN103216050B (en) * | 2013-05-08 | 2016-02-10 | 内蒙古兴泰建筑有限责任公司 | A kind of building in the style of the ancients eave-rafter construction method of installation |
-
2017
- 2017-11-04 CN CN201711073223.0A patent/CN107816173B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1884734A (en) * | 2006-07-06 | 2006-12-27 | 北京城建亚泰建设工程有限公司 | Archaized architecture and its construction method |
| CN201400963Y (en) * | 2009-04-14 | 2010-02-10 | 北京通宜仿古商亭厂 | Archaizing connecting body eave rafter flying rafter |
| CN102220810A (en) * | 2011-04-08 | 2011-10-19 | 天津住宅集团建设工程总承包有限公司 | Method for connecting wooden members with concrete members of eaves of antique buildings |
| CN103195214A (en) * | 2013-04-24 | 2013-07-10 | 北京城建亚泰建设集团有限公司 | Wood roof cornice decking and concrete composite structure in archaized buildings and construction method thereof |
| CN103216050B (en) * | 2013-05-08 | 2016-02-10 | 内蒙古兴泰建筑有限责任公司 | A kind of building in the style of the ancients eave-rafter construction method of installation |
| CN204826462U (en) * | 2015-06-08 | 2015-12-02 | 中国建筑西北设计研究院有限公司 | Building upturned eaves subassembly |
Non-Patent Citations (1)
| Title |
|---|
| 木制构件与混凝土结构连接施工技术在仿古檐头施工中的应用;万志强;《工程质量》;20130310;第31卷(第3期);77-79 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107816173A (en) | 2018-03-20 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107816173B (en) | Pseudo-classic architecture wood eave-rafter and cast-in-situ steel reinforced concrete Guttr board monolithic construction method | |
| CN104947719B (en) | The rear pouring tape construction method of formwork erecting structure is hung in basement roof post-cast strip | |
| CN105133755B (en) | A kind of construction method and shear wall structure of reinforcement welding rack composite shear wall | |
| CN208455910U (en) | Large span hemispherical armored concrete dome structure and its template system | |
| CN106223516B (en) | ALC steam-pressing aero-concrete batten tilts curtain wall structure and construction method | |
| CN206903215U (en) | Girder with rolled steel section en cased in concrete is without scaffold formwork | |
| CN110219461A (en) | A kind of inner cylinder aluminum alloy pattern plate and outline border plank sheathing gang form construction method | |
| CN203247831U (en) | Roof dome arc structure module | |
| CN103556819B (en) | A kind of construction method of reserved constructional column hole on beam slab | |
| CN106801511A (en) | A kind of super large reserved opening hanging mould structure and its construction method | |
| CN101487293A (en) | Concreting method with different intensity grades for beam column nodes | |
| CN104153495B (en) | A kind of attachment structure of Multi-function light concrete curtain wall | |
| CN103255866B (en) | Roof circular arc-shaped dome structure and manufacturing method | |
| CN206530050U (en) | A kind of super large reserved opening hanging mould structure | |
| CN109898698B (en) | Construction method of antique building wire seam wall | |
| CN205976167U (en) | Based on cast -in -place floor structures of detachable positioning control spare | |
| CN207436503U (en) | Efficient construction of precast floorslab hangs membrane module | |
| CN212957167U (en) | Precast concrete superimposed sheet with external detachable enhancement truss | |
| CN106836255B (en) | The integral prefabricated structure of basement bottom board catch pit steel mesh and method of construction | |
| CN105804396B (en) | A kind of non-type, template system precast stair bench and construction can be had enough to meet the need | |
| CN205804745U (en) | A kind of precast concrete shear wall component | |
| CN206319404U (en) | A kind of building precast exterior sheathing | |
| CN106320662B (en) | Decorating outer wall of building ultra-wide concrete wire construction method | |
| CN109732773A (en) | The installation node and installation method of the hinged concrete prefabricated element of support | |
| CN105370027A (en) | Construction method for integrally lifted and supported steel platform structure in high-rise suspended structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |