CN110206242A - A kind of precast stair - Google Patents

A kind of precast stair Download PDF

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Publication number
CN110206242A
CN110206242A CN201910369976.9A CN201910369976A CN110206242A CN 110206242 A CN110206242 A CN 110206242A CN 201910369976 A CN201910369976 A CN 201910369976A CN 110206242 A CN110206242 A CN 110206242A
Authority
CN
China
Prior art keywords
ear
terraced
chooses
variable cross
prefabricated gangboard
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.)
Withdrawn
Application number
CN201910369976.9A
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Chinese (zh)
Inventor
江信桦
欧阳健
黎加纯
杨小威
邓宝瑜
许文杰
王润林
何东升
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Elite Architectural Co Ltd
Original Assignee
Elite Architectural Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Elite Architectural Co Ltd filed Critical Elite Architectural Co Ltd
Priority to CN201910369976.9A priority Critical patent/CN110206242A/en
Publication of CN110206242A publication Critical patent/CN110206242A/en
Withdrawn legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04FFINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
    • E04F11/00Stairways, ramps, or like structures; Balustrades; Handrails
    • E04F11/02Stairways; Layouts thereof

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Steps, Ramps, And Handrails (AREA)

Abstract

The present invention is a kind of precast stair, including prefabricated gangboard, variable cross-section ladder beam, terraced back building coats, terraced beam bottom choose ear, terraced back chooses ear, prefabricated gangboard is mill work, one end of terraced back building coats is arranged in one end face of variable cross-section ladder beam, and the end face of variable cross-section ladder beam is additionally provided with terraced back and chooses ear, the other end of variable cross-section ladder beam is provided with beam bottom and chooses ear, and section ladder beam and terraced back building coats, terraced beam bottom choose ear, terraced back chooses ear pouring molding is cast in situs part at the scene;The upper end and lower end of prefabricated gangboard are both provided with cast in situs part, the upper end of prefabricated gangboard is fixedly connected on terraced beam bottom and chooses on ear, the lower end of prefabricated gangboard is slidably supported to choose on ear in terraced back, and the last one of precast stair is marked time to be formed by variable cross-section ladder beam, terraced back building coats and the height difference of prefabricated gangboard upper end top surface.The present invention reduces the span of prefabricated gangboard, avoids single prefabricated gangboard weight excessive.

Description

A kind of precast stair
Technical field
The invention belongs to assembled architecture technical field, in particular to a kind of precast stair belongs to the innovation of precast stair Technology.
Background technique
Precast stair is obtained because its standardization level is high, production difficulty is low, construction and installation are convenient in assembled architecture field It is widely applied.However, the existing precast stair applied in engineering practice is generally in prefabricated gangboard upper and lower ends with one section Length is more than the flat plate section of step surface width, and the setting of flat plate section directly increases material utilization amount, and in some spans compared with building In ladder, longer flat plate section further increases the effective span of prefabricated gangboard, causes prefabricated gangboard calculated thickness to increase, and make Increase at prefabricated gangboard material utilization amount, construction weight increases, therefore the production of component and transportation cost increase;Construction weight mistake The tower crane type selecting in engineering construction is had an effect on greatly, causes tower crane increased costs.These factors limit precast stair in some items Popularization and application in mesh.
Summary of the invention
The purpose of the present invention is to provide a kind of precast stair, the present invention can reduce the span of prefabricated gangboard, solve band The prefabricated gangboard of flat plate section overweight the problem of causing.
In order to solve the above technical problems, the technical solution adopted by the present invention is that: precast stair of the invention includes prefabricated Gangboard, variable cross-section ladder beam, terraced back building coats, terraced beam bottom choose ear, terraced back chooses ear, wherein prefabricated gangboard is prefabrication Part, one end of terraced back building coats is arranged in an end face of variable cross-section ladder beam, and the end face of variable cross-section ladder beam is additionally provided with Terraced back chooses ear, and the other end of variable cross-section ladder beam is provided with beam bottom and chooses ear, terraced beam bottom choose ear and terraced back to choose ear all be terraced beam Protrusion part, section ladder beam and terraced back building coats, terraced beam bottom choose ear, terraced back chooses ear pouring molding is scene at the scene Pour part;The upper end and lower end of prefabricated gangboard are both provided with cast in situs part, and the upper end of prefabricated gangboard is fixedly connected on terraced beam bottom It chooses on ear, the lower end of prefabricated gangboard is slidably supported to choose on ear in terraced back, and the last one of precast stair is marked time by variable cross-section ladder Beam, terraced back building coats and the height difference of prefabricated gangboard upper end top surface are formed.
In precast stair of the invention, the last one is marked time by variable cross-section ladder beam, terraced back building coats and prefabricated gangboard The height difference of upper end top surface is formed, and prefabricated gangboard upper and lower ends do not have to that too long flat plate section is arranged, reduce prefabricated gangboard across Degree, avoids the excessive problem of prefabricated gangboard weight, and connecting structure is simple, and transport, lifting construction are convenient, is conducive to save work Cheng Chengben.
Detailed description of the invention
Fig. 1 is the scheme of installation of precast stair of the invention;
Fig. 2 is the schematic diagram of prefabricated gangboard in the present invention;
Fig. 3 is variable cross-section ladder beam in the present invention, terraced beam bottom chooses ear, terraced back chooses the schematic diagram of ear and pin key;
Fig. 4 is the schematic diagram of prefabricated gangboard upper end connection in the present invention;
Fig. 5 is the schematic diagram of prefabricated gangboard lower end connection in the present invention.
Specific embodiment
The present invention will be described in further detail with embodiment with reference to the accompanying drawing.
Fig. 1 is the scheme of installation of the precast stair of a preferred embodiment of the present invention, includes prefabricated gangboard 10, variable cross-section Terraced beam 20, terraced back building coats 30, terraced beam bottom choose ear 40, terraced back chooses ear 50, wherein prefabricated gangboard 10 is mill work, One end of terraced back building coats 30 is arranged in one end face of variable cross-section ladder beam 20, and the end face of variable cross-section ladder beam 20 is also set up There is terraced back to choose ear 50, the other end of variable cross-section ladder beam 20 is provided with beam bottom and chooses ear 40 [s1], and terraced beam bottom chooses ear 40 and terraced beam It is the protrusion part of terraced beam 20 that ear 50 is chosen all in top, and section ladder beam 20 and terraced back building coats 30, terraced beam bottom choose ear 40, terraced back Choosing ear 50, pouring molding is cast in situs part at the scene;The upper end and lower end of prefabricated gangboard 10 are both provided with cast in situs part, in advance The upper end of gangboard 10 processed is fixedly connected on terraced beam bottom and chooses on ear 40, and the lower end of prefabricated gangboard 10 is slidably supported to choose ear 50 in terraced back On, the last one of precast stair, which is marked time, is pushed up by variable cross-section ladder beam 20, terraced back building coats 30 with prefabricated 10 upper end of gangboard The height difference in face 110 is formed.
Fig. 2 is the schematic diagram of the prefabricated gangboard 10 of the precast stair of a preferred embodiment of the present invention.The prefabricated gangboard 10 The tyre tread width of upper and lower side final stage is no more than the tyre tread width of intermediate section of marking time, and without longer flat plate section, greatly reduces The effective span of prefabricated gangboard 10, reduces the calculated thickness of prefabricated gangboard 10, saves material utilization amount, alleviate component weight Amount.
In addition, the ladder beam bottom, which is chosen, to be provided with bottom and chooses ear pin key 410 for the ease of connection on ear 40;Terraced back chooses ear 50 On be provided with top and choose ear pin key 510, one end of prefabricated gangboard 10 by terraced beam bottom choose the bottom being arranged on ear 40 choose ear pin key 410 with One end that terraced beam bottom chooses ear 40 is connected to become an entirety;The lower end of prefabricated gangboard 10 is slidably supported to choose set by ear 50 in terraced back Top choose on ear pin key 510, top choose ear pin key 510 play be connected and position-limiting action, the lower end of prefabricated gangboard 10 can be in terraced beam Top is chosen to be slided on ear 50, to meet shockproof requirements.Above-mentioned bottom, which chooses ear pin key 410 and is fixed on terraced beam bottom, chooses on ear 40, and ear pin is chosen on top Key 510 is fixed on terraced back and chooses on ear 50, as shown in figure 3, bottom is chosen when it is implemented, the upper end of prefabricated gangboard 10 is equipped with through-hole Ear pin key 410 is inserted into the through-hole that prefabricated 10 upper end of gangboard is equipped with, then by filling sand-stone concrete in hole, is allowed to fixed Connection;Bottom chooses ear pin key 510 and is inserted into the through-hole that prefabricated 10 lower end of gangboard is equipped with, then sandstone is filled only with inside through-hole, not solid Fixed connection makes under prefabricated gangboard 10 so that the lower end of prefabricated gangboard 10 and terraced back, which are chosen, has certain gap between ear 50 End can choose in terraced back to be slided on ear 50.
In the present embodiment, side installation is provided between the upper end side and variable cross-section ladder beam 20 of the prefabricated gangboard 10 Seam 60, the upper end bottom surface of prefabricated gangboard 10 and terraced beam bottom, which are chosen, is provided with upper bottom surface installation seam 70 between ear 40;Prefabricated gangboard 10 Lower end bottom surface and terraced back choose and be provided with bottom surface installation seam 80 between ear 50, as shown in Figure 4,5.
In the present embodiment, the side installation seam 60 is filled using flexible material;Upper bottom surface installation seam 70 uses cement bonded sand Slurry tiling or filling;Bottom surface installation seam 80 is tiled or is clogged using cement mortar.
For the ease of the positioning of design and construction, the total height of the larger side in section of the variable cross-section ladder beam 20 is equal to ladder The height that beam bottom chooses ear 40 adds building along with the height of prefabricated 10 upper end of gangboard plus the height of bottom surface installation seam 70 A terraced height marked time, then the thickness of terraced back building coats 30 is subtracted, total height of variable cross-section ladder beam 20 is obtained after calculating Degree.
In the present embodiment, the ladder beam bottom chooses the bottom that ear 40 is located at the 20 larger side in section of variable cross-section ladder beam, terraced beam bottom The bottom surface for choosing ear 40 is flushed with the bottom surface of variable cross-section ladder beam 20.The ladder back chooses ear 50, and to be located at 20 sections of variable cross-section ladder beam smaller The top of side, the top surface that terraced back chooses ear 50 are flushed with the top surface of variable cross-section ladder beam 20.
The width of the side installation seam 60 is 10~30mm.In the present embodiment, the width of side installation seam 60 is preferably 20 mm。
The height of the upper bottom surface installation seam 70 is 10~30 mm.In the present embodiment, the height of upper bottom surface installation seam 70 is excellent It is selected as 20.
The height of the bottom surface installation seam 80 is 10~30 mm.In the present embodiment, the height of bottom surface installation seam 80 is excellent It is selected as 20 mm.
The above description is only an embodiment of the present invention, is not intended to limit the scope of the invention, all to utilize this hair Equivalent structure or equivalent flow shift made by bright specification and accompanying drawing content is applied directly or indirectly in other relevant skills Art field, is included within the scope of the present invention.

Claims (10)

1. a kind of precast stair, it is characterised in that include prefabricated gangboard (10), variable cross-section ladder beam (20), terraced back building coats (30), terraced beam bottom chooses ear (40), terraced back chooses ear (50), wherein prefabricated gangboard (10) is mill work, variable cross-section ladder beam (20) a end face is arranged in one end of terraced back building coats (30), and the end face of variable cross-section ladder beam (20) is additionally provided with ladder Back is chosen ear (50), and the other end of variable cross-section ladder beam (20) is provided with beam bottom and chooses ear (40) [s1], terraced beam bottom choose ear (40) and It is the protrusion part of terraced beam (20) that terraced back, which chooses ear (50) all, section ladder beam (20) and terraced back building coats (30), terraced beam bottom Choose ear (40), terraced back chooses ear (50) pouring molding is cast in situs part at the scene;The upper end and lower end of prefabricated gangboard (10) are all It is provided with cast in situs part, the upper end of prefabricated gangboard (10) is fixedly connected on terraced beam bottom and chooses on ear (40), prefabricated gangboard (10) Lower end is slidably supported to choose on ear (50) in terraced back, and the last one of precast stair is marked time by variable cross-section ladder beam (20), terraced back Building coats (30) and the height difference of prefabricated gangboard (10) upper end top surface (110) are formed.
2. precast stair according to claim 1, it is characterised in that the upper end side of the prefabricated gangboard (10) and change Side installation seam (60) is provided between section ladder beam (20), the upper end bottom surface of prefabricated gangboard (10) and terraced beam bottom choose ear (40) Between be provided with upper bottom surface installation seam (70);The lower end bottom surface of prefabricated gangboard (10) and terraced back are chosen and are provided between ear (50) Bottom surface installation seam (80).
3. precast stair according to claim 2, it is characterised in that the side installation seam (60) is filled out using flexible material It fills;Upper bottom surface installation seam (70) is tiled or is clogged using cement mortar;Bottom surface installation seam (80) using cement mortar tile or Filling.
4. precast stair according to claim 1, it is characterised in that the larger side in section of the variable cross-section ladder beam (20) Total height be equal to terraced beam bottom and choose ear (40) height plus bottom surface installation seam height (70), then plus prefabricated gangboard (10) upper end it is high Degree, then plus one riser height of stair, then subtract terraced back building coats (30) thickness to get the total of variable cross-section ladder beam (20) out Highly.
5. precast stair according to any one of claims 1 to 4, it is characterised in that the ladder beam bottom is chosen to be arranged on ear (40) There is bottom to choose ear pin key (410);Terraced back, which is chosen, to be provided with top and chooses ear pin key (510) on ear (50), one end of prefabricated gangboard 10 passes through Terraced beam bottom chooses that ear pin key (410) are chosen at the bottom being arranged on ear (40) and terraced beam bottom chooses one end of ear (40) and is connected to become an entirety; The lower end of prefabricated gangboard (10) is slidably supported to choose top set by ear (50) in terraced back and chooses on ear pin key (510).
6. precast stair according to claim 5, it is characterised in that the ladder beam bottom chooses ear (40) and is located at variable cross-section ladder beam (20) bottom of the larger side in section, the bottom surface that terraced beam bottom chooses ear (40) are flushed with the bottom surface of variable cross-section ladder beam (20).
7. precast stair according to claim 6, it is characterised in that the ladder back chooses ear (50) and is located at variable cross-section ladder beam (20) top of the smaller side in section, the top surface that terraced back chooses ear (50) are flushed with the top surface of variable cross-section ladder beam (20).
8. precast stair according to claim 7, it is characterised in that the width of the side installation seam (60) is 10~30.
9. precast stair according to claim 7, it is characterised in that the upper bottom surface installation seam (70) is highly 10~30.
10. precast stair according to claim 7, it is characterised in that bottom surface installation seam (80) highly for 10~ 30。
CN201910369976.9A 2019-05-06 2019-05-06 A kind of precast stair Withdrawn CN110206242A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910369976.9A CN110206242A (en) 2019-05-06 2019-05-06 A kind of precast stair

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910369976.9A CN110206242A (en) 2019-05-06 2019-05-06 A kind of precast stair

Publications (1)

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Country Status (1)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110965712A (en) * 2019-12-21 2020-04-07 广东恒基隆建设有限公司 Prefabricated staircase for house building and installation method thereof

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH642707A5 (en) * 1979-11-28 1984-04-30 Pichler Rudolf STAIR CONSTRUCTION ELEMENT.
CN203361496U (en) * 2013-07-22 2013-12-25 深圳市清华苑建筑设计有限公司 Seismic resistant stair and building with same
CN204728590U (en) * 2015-04-27 2015-10-28 南京长江都市建筑设计股份有限公司 The prefabricated cantilever stair of a kind of two-part
CN208396179U (en) * 2018-05-11 2019-01-18 同圆设计集团有限公司 A kind of prefabricated cantilever stair
CN109653456A (en) * 2019-02-02 2019-04-19 河南绿建建筑科技有限公司 Spherical hinge supporting steel concrete modular stairway

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CH642707A5 (en) * 1979-11-28 1984-04-30 Pichler Rudolf STAIR CONSTRUCTION ELEMENT.
CN203361496U (en) * 2013-07-22 2013-12-25 深圳市清华苑建筑设计有限公司 Seismic resistant stair and building with same
CN204728590U (en) * 2015-04-27 2015-10-28 南京长江都市建筑设计股份有限公司 The prefabricated cantilever stair of a kind of two-part
CN208396179U (en) * 2018-05-11 2019-01-18 同圆设计集团有限公司 A kind of prefabricated cantilever stair
CN109653456A (en) * 2019-02-02 2019-04-19 河南绿建建筑科技有限公司 Spherical hinge supporting steel concrete modular stairway

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110965712A (en) * 2019-12-21 2020-04-07 广东恒基隆建设有限公司 Prefabricated staircase for house building and installation method thereof
CN110965712B (en) * 2019-12-21 2021-06-25 广东恒基隆建设有限公司 Prefabricated staircase for house building and installation method thereof

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Application publication date: 20190906

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