CN107869186A - A kind of assembled architecture flare window construction and its manufacture method - Google Patents
A kind of assembled architecture flare window construction and its manufacture method Download PDFInfo
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- CN107869186A CN107869186A CN201711020429.7A CN201711020429A CN107869186A CN 107869186 A CN107869186 A CN 107869186A CN 201711020429 A CN201711020429 A CN 201711020429A CN 107869186 A CN107869186 A CN 107869186A
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- flare
- window construction
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- reinforcement
- window
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of assembled architecture flare window construction and its manufacture method, it is made for the flare window construction and flare harden structure in skyscraper, it is not only able to reduce the discharge of building waste, save construction material, energy-conserving and environment-protective, simultaneously in obtained flare window construction and flare harden structure due to containing steel bar stress and stirrup specification be usually much larger than the distributing bar of general outer bay window and flare plate, so that flare window construction and flare harden structure have stronger safety stock, the completion simultaneously because manufacture of flare window construction and flare harden structure can be prefabricated in the factory, then assembling construction is carried out at the scene again, wet trade can be greatly reduced, reduce the construction period, reduce construction cost.
Description
Technical field
The present invention relates to building field, more particularly to a kind of assembled architecture flare window construction and its manufacture method.
Background technology
A large amount of reinforced concrete members for needing dismounting discarded in existing architectural engineering be present, such as the steel in pattern foundation pit supporting structure
Reinforced concrete support, Guan Liang, waist rail, the reinforced concrete member of technical requirements is unsatisfactory for caused by construction reason or because of other
Reason needs to remove discarded reinforced concrete member, Ru Liang, plate, post etc., and these reinforced concrete members are typically after dismounting
Discarded landfill disposal will be carried out, not only causes the waste of construction material, produces more building waste, pollutes environment, consumption is big
The human and material resources of amount, financial resources, while Reinforcement in these components and hooping bars layout are larger.
Building residential houses in generally there are a large amount of outer bay window and flare harden structures, due to these structures be it is non-principal by
Power component, only it need to meet tectonic sieving requirement typically in structure design, its reinforcing bar can meet force request, while these structures
Part is that cast in situs at the construction field (site) is completed mostly in construction, and construction procedure is complicated, and the construction period is longer, expends simultaneously
Substantial amounts of construction material, cost are higher.
The content of the invention
The defects of it is an object of the invention to overcome prior art, there is provided one kind can either meet each side stress performance,
Construction cost, and the assembled architecture flare window construction and its manufacture method of energy-conserving and environment-protective again, the dress is greatly reduced in and can
What the technical scheme with formula building flare window construction and its manufacture method was realized in:
A kind of assembled architecture flare window construction, in cuboid tube structure, including outer bay window top, bottom plate and and flare
The outer bay window side plate that window top, bottom plate are arranged in a mutually vertical manner, the flare window construction part are mounted in structure wall, another portion
Divide and encorbelment on the outside of structure wall, the flare window construction is made by discarded reinforced concrete member secondary use to be removed
's.
Preferably, the width of the flare window construction is 600~800mm, and thickness is 80~120mm, the outer bay window knot
The width that structure is mounted in structure wall is 200~240mm, and the length encorbelmented on the outside of structure wall is 360~600mm.
Further, the manufacture method of the assembled architecture flare window construction mainly includes the following steps that:
(1) Impact direction of the discarded reinforced concrete member to be removed along reinforced concrete member is carried out into segmentation to cut
Cut, obtain reinforced concrete member segmentation section;
(2) reinforced concrete member segmentation section is transported to thickness and outer bay window knot of the pre-fabricated factory according to flare window construction
Window portal design size inside structure carries out layer and section cutting, and the flare window construction that at least ensure to obtain in cutting is female
Include one layer of Reinforcement inside material and one layer is located at the vertically disposed stirrup of Reinforcement, Reinforcement
Near the centre position of flare window construction mother metal, the reinforcement welding end of the reserved certain length in both ends of Reinforcement;
(3) flare window construction mother metal obtained above is carried out according to the window portal design size of outer bay window inside configuration
Division, is divided into four sections, and marks division points, using middle Reinforcement as baseline, in division points in an intermediate position
The lower section cutting at place cuts out 90 ° of v-notch, and 45 ° of the place of cutting triangle is cut at the division points in marginal position and is lacked
Mouthful, and a bending line of cut is cut out on the top of division points respectively;
(4) mother metal structure obtained above is subjected to bending process at division points respectively successively, formed after bending
Section is rectangle the flare window construction of the closing of structure;
(5) the reserved reinforcement welding end in the both ends at the division points finally bent is subjected to soldering;
(6) poured again after the rectangular v notch v formed at the flare window construction corner of the closing of formation being carried out into dabbing processing
Complete assembled architecture flare window construction is formed after building new concrete.
Preferably, the length at the reserved reinforcement welding end in the both ends of the Reinforcement is 5~10mm.
Preferably, the v-notch, bending line of cut and vee are arrived at Reinforcement surface.
Preferably, by the layer and section cut length only containing Reinforcement that step (2) obtains along longitudinal stress steel
The segmentation of muscle Impact direction is cut, and one end is exposed to the Bar Anchorage section of certain length, is fabricated to flare harden structure.
Preferably, the flare harden structure of one end containing Bar Anchorage section is embedded in agent structure wall, and by reinforcing bar anchor
Gu section bending is stretched into the cast-in-place concrete construction beam being arranged in structure wall, flare plate is formed.
Beneficial effects of the present invention are:Discarded reinforced concrete member to be removed is subjected to secondary use, is made and is used for
Flare window construction and flare harden structure in skyscraper, it is not only able to reduce the discharge of building waste, saves construction material, section
Can environmental protection, while in obtained flare window construction and flare harden structure due to containing steel bar stress and stirrup specification generally much
More than general outer bay window and the distributing bar of flare plate so that flare window construction and flare harden structure have stronger safety storage
It is standby, the completion simultaneously because manufacture of flare window construction and flare harden structure can be prefabricated in the factory, then carry out group at the scene again
Dress construction, can be greatly reduced wet trade, reduce the construction period, reduce construction cost.
Brief description of the drawings
Fig. 1 is the horizontal layout schematic diagram of discarded reinforced concrete member to be removed;
Fig. 2 is reinforced concrete member layer and section cutting schematic diagram;
Fig. 3 a-3c are outer bay window structure fabrication process schematic flow sheet;
Fig. 4 is the overall structure diagram of flare window construction;
Fig. 5 is section structure diagram when flare window construction is specifically used;
Fig. 6 is the facade structures schematic diagram (Fig. 5 A-A profiles) when flare window construction is specifically used;
Fig. 7 is the plane arrangement structure schematic diagram of flare harden structure;
Fig. 8 is facade structures schematic diagram when flare harden structure is specifically used.
Reference:1- reinforced concrete supports, 2- flare window constructions, 2a- flare window construction mother metals, 2b- flares are hardened
Structure mother metal, 3- structure walls, 3a- cast-in-place concretes construction beam, 11- reinforced concrete supports separate disconnected, 12- longitudinal stress steel
Muscle, 12a- Bar Anchorage sections, 13- stirrups, 21- outer bay windows top, bottom plate, 22- outer bay window side plates, 23-V type breach, 23a- triangles
V notch v, 24- bending lines of cut, the rectangular v notch vs of 25-, 26- windows hole, 27- reinforcement weldings end.
Embodiment
The present invention is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
When it is implemented, discarded reinforced concrete member to be removed has a lot, the present invention is with the steel of foundation pit supporting construction
Exemplified by reinforced concrete support, other reinforced concrete members are similar with the manufacture method of reinforced concrete support.
As shown in Fig. 1~8, a kind of assembled architecture flare window construction, in cuboid tube structure, including outer bay window top,
Bottom plate 21 and the outer bay window side plate 22 being arranged in a mutually vertical manner with outer bay window top, bottom plate 21, the flare window construction 2 are a part of embedding
Gu in structure wall 3, another part is encorbelmented in the outside of structure wall 3, and the flare window construction 2 is by discarded steel to be removed
Made from reinforced concrete component secondary use.
Preferably, the width H of the flare window construction 2 is 600~800mm, and thickness B is 80~120mm, the outer bay window
The width that structure 2 is mounted in structure wall 3 is 200~240mm, the length H1 to encorbelment in the outside of structure wall 3 for 360~
600mm。
Further, the manufacture method of the assembled architecture flare window construction mainly includes the following steps that:
(1) Impact direction of the discarded reinforced concrete support 1 to be removed along reinforced concrete support 1 is carried out into segmentation to cut
Cut, obtain reinforced concrete member segmentation section 11;
(2) reinforced concrete member segmentation section 11 is transported to thickness B and flare of the pre-fabricated factory according to flare window construction 2
The design size of window hole 26 inside window construction carries out layer and section cutting, at least to ensure obtained outer bay window in cutting
Include one layer of Reinforcement 12 and one layer and the vertically disposed stirrup 13 of Reinforcement 12 inside structure mother metal 2a, indulge
It is located to steel bar stress 12 near flare window construction mother metal 2a centre position, the both ends of Reinforcement 12 are reserved certain
The reinforcement welding end 27 of length;
(3) according to the design size of window hole 26 inside flare window construction 2 to flare window construction mother metal obtained above
2a is divided, and is divided into four sections, and marks division points, is baseline with middle Reinforcement 13, in an intermediate position
Division points at lower section cutting cut out 90 ° of v-notch 23, at the division points in marginal position cutting cut place
45 ° of vee 23a, and a bending line of cut 24 is cut out on the top of division points respectively;
(4) mother metal structure obtained above is subjected to bending process at division points respectively successively, formed after bending
Section is rectangle the flare window construction 2 of the closing of structure;
(5) the reserved reinforcement welding end 27 in the both ends at the division points finally bent is subjected to soldering;
(6) weighed after the rectangular v notch v 25 formed at 2 four jiaos of the flare window construction of the closing of formation being carried out into dabbing processing
Complete assembled architecture flare window construction is formed after newly pouring new concrete.
Preferably, the length at the reserved reinforcement welding end 27 in the both ends of the Reinforcement 12 is 5~10mm.
Preferably, the v-notch 23, bending line of cut 24 and vee 23a arrive Reinforcement 12
At surface.
Preferably, in order to further make full use of reinforced concrete support 1, by step (2) obtain only containing longitudinal direction by
The layer and section cut length of power reinforcing bar 12 is segmented along the Impact direction of Reinforcement 12 as flare harden structure mother metal 2b and cut,
And one end is exposed to the Bar Anchorage section 12a of certain length, it is fabricated to flare harden structure.
Preferably, by the flare harden structure embedded structure wall 3 of one end containing Bar Anchorage section 12a, and by reinforcing bar anchor
Gu section 12a bendings are stretched into the cast-in-place concrete construction beam 3a being arranged in agent structure wall 3, flare plate is formed.
Preferably, the cantilever span of the flare harden structure is 400~1000mm, and width is 400~800mm.
Preferably, the flare harden structure can be used for the installation site of air-conditioning or other equipment electrical equipment.
Preferably, the flare harden structure can be individual layer flare plate or double-layer outer bay plate.
The technology contents and technical characteristic of the present invention have revealed that as above those skilled in the art are still potentially based on this
The teaching of invention and make the replacement and modification without departing substantially from essence of the invention, therefore, the scope of the present invention is not limited to embodiment
Disclosed content, also including various replacements and modification without departing substantially from essence of the invention.
Claims (7)
- A kind of 1. assembled architecture flare window construction, it is characterised in that:The flare window construction is in cuboid tube structure, including Outer bay window top, bottom plate and the outer bay window side plate being arranged in a mutually vertical manner with outer bay window top, bottom plate, the flare window construction part It is mounted in structure wall, another part is encorbelmented on the outside of structure wall, and the flare window construction is by discarded steel to be removed Made from reinforced concrete component secondary use.
- 2. assembled architecture flare window construction according to claim 1, it is characterised in that:The width of the flare window construction For 600~800mm, thickness is 80~120mm, the flare window construction be mounted in width in structure wall for 200~ 240mm, the length encorbelmented on the outside of structure wall are 360~600mm.
- 3. the manufacture method of the assembled architecture flare window construction according to claim 1~2 any claim, its feature It is:The manufacture method of the assembled architecture flare window construction mainly includes the following steps that:(1) Impact direction of the discarded reinforced concrete member to be removed along reinforced concrete member is subjected to segmentation cutting, obtained Split section to reinforced concrete member;(2) reinforced concrete member segmentation section is transported to pre-fabricated factory according in the thickness and flare window construction of flare window construction The window portal design size in portion carries out layer and section cutting, at least to ensure in cutting in obtained flare window construction mother metal Portion includes one layer of Reinforcement and one layer is located at flare with the vertically disposed stirrup of Reinforcement, Reinforcement Near the centre position of window construction mother metal, the reinforcement welding end of the reserved certain length in both ends of Reinforcement;(3) flare window construction mother metal obtained above is drawn according to the window portal design size of outer bay window inside configuration Point, four sections are divided into, and division points are marked, using middle Reinforcement as baseline, at division points in an intermediate position Lower section cutting cut out 90 ° of v-notch, at the division points in marginal position cutting cut the 45 ° of vees in place, And a bending line of cut is cut out on the top of division points respectively;(4) mother metal structure obtained above is subjected to bending process at division points respectively successively, section is formed after bending It is rectangle the flare window construction of the closing of structure;(5) the reserved reinforcement welding end in the both ends at the division points finally bent is subjected to soldering;(6) poured again newly after the rectangular v notch v formed at the flare window construction corner of the closing of formation being carried out into dabbing processing Concrete after form complete assembled architecture flare window construction.
- 4. the manufacture method of assembled architecture flare window construction according to claim 3, it is characterised in that:The longitudinal direction by The length at the reserved reinforcement welding end in the both ends of power reinforcing bar is 5~10mm.
- 5. the manufacture method of assembled architecture flare window construction according to claim 3, it is characterised in that:The V-type lacks Mouth, bending line of cut and vee are arrived at Reinforcement surface.
- 6. the manufacture method of assembled architecture flare window construction according to claim 3, it is characterised in that:By step (2) The obtained layer and section cut length only containing Reinforcement is segmented along Reinforcement Impact direction and cut, and by one The Bar Anchorage section of certain length is exposed at end, is fabricated to flare harden structure.
- 7. the manufacture method of assembled architecture flare window construction according to claim 6, it is characterised in that:Reinforcing bar will be contained The flare harden structure embedded structure wall of one end of anchoring section, and the bending of Bar Anchorage section is stretched into and is arranged on agent structure wall In cast-in-place concrete construction beam in, formed flare plate.
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CN201711020429.7A CN107869186A (en) | 2017-10-27 | 2017-10-27 | A kind of assembled architecture flare window construction and its manufacture method |
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CN201711020429.7A CN107869186A (en) | 2017-10-27 | 2017-10-27 | A kind of assembled architecture flare window construction and its manufacture method |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109977607A (en) * | 2019-04-16 | 2019-07-05 | 广东华坤建设集团有限公司 | A kind of environmentally friendly assembled heat insulation floats window production and construction method of installation |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202462589U (en) * | 2011-12-31 | 2012-10-03 | 潍坊特钢集团新型建材有限公司 | Cutting scrap recycling device for producing aerated concrete block |
CN102863169A (en) * | 2012-10-24 | 2013-01-09 | 陕西元方实业有限公司 | Recycling method for waste concrete pavements |
CN203131524U (en) * | 2013-03-06 | 2013-08-14 | 乐健科技(珠海)有限公司 | Bendable light-emitting diode (LED) light source module |
CN203151860U (en) * | 2013-03-06 | 2013-08-21 | 乐健科技(珠海)有限公司 | Bendable metal-base printed circuit board |
CN107218448A (en) * | 2016-04-09 | 2017-09-29 | 江阴蔚蓝环境机械科技有限公司 | A kind of double thickness shaped steel face rectangle composite air duct and its processing method |
-
2017
- 2017-10-27 CN CN201711020429.7A patent/CN107869186A/en active Pending
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN202462589U (en) * | 2011-12-31 | 2012-10-03 | 潍坊特钢集团新型建材有限公司 | Cutting scrap recycling device for producing aerated concrete block |
CN102863169A (en) * | 2012-10-24 | 2013-01-09 | 陕西元方实业有限公司 | Recycling method for waste concrete pavements |
CN203131524U (en) * | 2013-03-06 | 2013-08-14 | 乐健科技(珠海)有限公司 | Bendable light-emitting diode (LED) light source module |
CN203151860U (en) * | 2013-03-06 | 2013-08-21 | 乐健科技(珠海)有限公司 | Bendable metal-base printed circuit board |
CN107218448A (en) * | 2016-04-09 | 2017-09-29 | 江阴蔚蓝环境机械科技有限公司 | A kind of double thickness shaped steel face rectangle composite air duct and its processing method |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109977607A (en) * | 2019-04-16 | 2019-07-05 | 广东华坤建设集团有限公司 | A kind of environmentally friendly assembled heat insulation floats window production and construction method of installation |
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Application publication date: 20180403 |
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