CN105804339A - Step-bench-separated thin webbed girder type pre-cast stair and installation method thereof - Google Patents
Step-bench-separated thin webbed girder type pre-cast stair and installation method thereof Download PDFInfo
- Publication number
- CN105804339A CN105804339A CN201610275907.8A CN201610275907A CN105804339A CN 105804339 A CN105804339 A CN 105804339A CN 201610275907 A CN201610275907 A CN 201610275907A CN 105804339 A CN105804339 A CN 105804339A
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- China
- Prior art keywords
- stair
- bench
- plate
- triangle boss
- step plate
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
- E04F11/022—Stairways; Layouts thereof characterised by the supporting structure
- E04F11/025—Stairways having stringers
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F11/00—Stairways, ramps, or like structures; Balustrades; Handrails
- E04F11/02—Stairways; Layouts thereof
- E04F11/09—Tread-and-riser units
Abstract
The invention provides a step-bench-separated thin webbed girder type pre-cast stair which comprises a stair bench, step plates and tightening latches. The stair bench is a thin webbed girder type bench. The step plates are L-shaped concrete plates. Two lines of triangular bosses are arranged on the two sides of the upper end of the stair bench. Step plate preassembling platforms are arranged between every two adjacent triangular bosses. The step plates are matched and fixedly connected with the triangular bosses. The pre-cast stair has the advantages that the structure is simple, the design scheme of a step-bench-separated thin webbed girder type scissor stair is put forward, the dead weight of the stair is effectively reduced, and the lifting weight requirement of a frequently-used ordinary tower crane can be met; meanwhile, due to the connection mode of the step plates and bench plates which are separated, operation is easy, and connection is firm.
Description
Technical field
The present invention relates to the realm of building construction, particularly relate to a kind of thin webbed girder formula precast stair and installation method thereof marked time and separate with bench.
Background technology
Novel building industrialization obtains showing great attention in the industry with the feature of its energy-saving and environmental protection, and country and local government have also put into effect a series of policy, promotes and encourage the development of building industrialization.At present, the building industrialization of China is also in the starting stage, and the standardized designs of assembled architecture, the Maturity of construction technology and the production capacity of prefabricated components all constrain building trade and adopts the mode of production of assembled architecture comprehensively.But, the component parts of building adopt the mode of Prefabrication to be feasible, for this, my company has carried out the R&D work of prefabricated assembled stair, intends developing and a kind of can meet cast-in-place structural tower crane elevating capacity and meet again the prefabricated scissor stairs of assembled requirement.
According to data, such stair have been studied by existing unit, and its way is by blocking that shears ladder is divided into two from centre, and set up one T-shaped beam at the middle part of bench as the support blocking stair.This kind of way, owing to protruding one beam in the middle part of shears ladder, have impact on the architectural effect of bench, reduce the headroom of bench, constructs loaded down with trivial details and economy is not strong.
Summary of the invention
The present invention solves problems of the prior art, it is proposed to a kind of thin webbed girder formula precast stair and installation method thereof of separating with bench of marking time.
The technical scheme is that and be achieved in that:
A kind of thin webbed girder formula precast stair and installation method thereof of separating with bench of marking time, its composition includes: stair bench, step plate, tightening latch, described stair bench is the beam type bench of thin abdomen, described step plate is L-type concrete slab, both sides, described stair bench upper end are provided with two row triangle boss, being provided with step plate prepackage platform between each described triangle boss, described step plate coordinates fixing connection with described triangle boss.
Described stair bench is integral prefabricated thin webbed girder formula bench, and described stair bench includes thin plate, is connected with supporting beam at described thin plate.
Triangle boss described in each row is uniformly located in described stair bench, and described triangle boss level table is provided with tightening latch hole, and step plate between each described triangle boss prepackage platform includes the prepackage of step plate level table top is vertical with step plate pre-installing table top.
With gap on the downside of the horizontal plate front end of described step plate, described horizontal plate has through hole, some anti-slip tanks it are provided with on the upside of described horizontal plate, the gap of described horizontal plate front end is pre-installed table top with described step plate level and is matched, described perpendicular plate is placed in described step plate and vertically pre-installs on table top, through hole on described horizontal plate is corresponding with the tightening latch hole on described triangle boss, and tightening latch is through the through hole on described horizontal plate and the tightening latch hole on described triangle boss.
A kind of installation method of the thin webbed girder formula precast stair separated with bench of marking time, its step includes:
Step one: set up the support system of precast stair beam, this support system is steel tube fastener formula bracing frame, places precast stair stair stringer on bracing frame;
Step 2: by prefabricated stair stringer device for hoisting stair stringer bracing frame, and adjust absolute altitude and the horizontal level of stair stringer, it is ensured that stair stringer absolute altitude is correct, and horizontal level is correct;
Stair waist slab two ends are supported on mounted precast stair beam, and correct the position of waist slab, it is ensured that position is accurate by step 3: lifting stair bench;
Step 4: install step plate, first strong adherence agent is smeared at the triangle boss upper surface of stair bench and side, then by step plate left-hand thread on the triangle boss of stair bench, make step plate and triangle boss be connected firmly, be mechanically connected by step plate and triangle boss again through tightening latch;
Step 5: lifting stairwell partition wall, slings prefabricated stair shaft partition wall, and is slowly placed on stair shaft partition wall position, and what make stair shaft partition wall two ends is supported on the upper of precast stair beam, and adjusts stairwell partition wall position and absolute altitude.
The invention has the beneficial effects as follows: present configuration is simple, it is proposed that mark time and separate the design of thin webbed girder formula shears ladder with bench, effectively reduce the deadweight of stair, it is possible to meet the lift heavy requirement of conventional general tower crane;Concurrently separating formula step plate and waist slab connected mode, this connected mode is easy and simple to handle, and it is firm to connect.
Accompanying drawing explanation
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, the accompanying drawing used required in embodiment or description of the prior art will be briefly described below, apparently, accompanying drawing in the following describes is only some embodiments of the present invention, for those of ordinary skill in the art, under the premise not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is the structural representation of the present invention;
Fig. 2 is the partial enlarged drawing of this A;
Fig. 3 is the structural representation of the beam type bench of the prefabricated thin abdomen of the present invention;
Fig. 4 is the structural representation of triangle boss of the present invention;
Fig. 5 is the structural representation of step plate of the present invention and peg;
Fig. 6 is the structural representation of step plate of the present invention.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is only a part of embodiment of the present invention, rather than whole embodiments.Based on the embodiment in the present invention, the every other embodiment that those of ordinary skill in the art obtain under not paying creative work premise, broadly fall into the scope of protection of the invention.
A kind of thin webbed girder formula precast stair and installation method thereof of separating with bench of marking time, its composition includes: stair bench 1, step plate 2, tightening latch 3, described stair bench 1 is the beam type bench of thin abdomen, described step plate 2 is L-type concrete slab, both sides, described stair bench 1 upper end are provided with two row triangle boss 4, being provided with step plate prepackage platform 5 between each described triangle boss 4, described step plate 1 coordinates fixing connection with described triangle boss 4.
Described stair bench 1 is integral prefabricated thin webbed girder formula bench, and described stair bench 1 includes thin plate, is connected with supporting beam 7 at described thin plate 6.
Triangle boss 4 described in each row is uniformly located in described stair bench 1, described triangle boss 4 level table 8 is provided with tightening latch hole 17, and step plate between each described triangle boss 4 prepackage platform 5 includes the prepackage of step plate level table top 9 is vertical with step plate pre-installing table top 10.
With gap 12 on the downside of horizontal plate 11 front end of described step plate 2, described horizontal plate 11 has through hole 13, some anti-slip tanks 14 it are provided with on the upside of described horizontal plate 11, the gap 13 of described horizontal plate 11 front end is pre-installed table top 9 with described step plate level and is matched, described perpendicular plate 15 is placed in described step plate and vertically pre-installs on table top 16, through hole 13 on described horizontal plate 11 is corresponding with the tightening latch hole 17 on described triangle boss 4, and tightening latch 3 is through the through hole 13 on described horizontal plate 11 and the tightening latch hole 17 on described triangle boss 4.
A kind of installation method of the thin webbed girder formula precast stair separated with bench of marking time, its step includes:
Step one: set up the support system of precast stair beam, this support system is steel tube fastener formula bracing frame, places precast stair stair stringer on bracing frame;
Step 2: by prefabricated stair stringer device for hoisting stair stringer bracing frame, and adjust absolute altitude and the horizontal level of stair stringer, it is ensured that stair stringer absolute altitude is correct, and horizontal level is correct;
Stair waist slab two ends are supported on mounted precast stair beam, and correct the position of waist slab, it is ensured that position is accurate by step 3: lifting stair bench;
Step 4: install step plate, first strong adherence agent is smeared at the triangle boss upper surface of stair bench and side, then by step plate left-hand thread on the triangle boss of stair bench, make step plate and triangle boss be connected firmly, be mechanically connected by step plate and triangle boss again through tightening latch;
Step 5: lifting stairwell partition wall, slings prefabricated stair shaft partition wall, and is slowly placed on stair shaft partition wall position, and what make stair shaft partition wall two ends is supported on the upper of precast stair beam, and adjusts stairwell partition wall position and absolute altitude.
The foregoing is only presently preferred embodiments of the present invention, not in order to limit the present invention, all within the spirit and principles in the present invention, any amendment of making, equivalent replacement, improvement etc., should be included within protection scope of the present invention.
Claims (5)
1. the thin webbed girder formula precast stair separated with bench of marking time, its composition includes: stair bench, step plate, tightening latch, it is characterized in that: described stair bench is the beam type bench of thin abdomen, described step plate is L-type concrete slab, both sides, described stair bench upper end are provided with two row triangle boss, being provided with step plate prepackage platform between each described triangle boss, described step plate coordinates fixing connection with described triangle boss.
2. the thin webbed girder formula precast stair separated with bench of marking time according to claim 1, it is characterised in that: described stair bench is integral prefabricated thin webbed girder formula bench, and described stair bench includes thin plate, is connected with supporting beam at described thin plate.
3. the thin webbed girder formula precast stair separated with bench of marking time according to claim 1, it is characterized in that: triangle boss described in each row is uniformly located in described stair bench, described triangle boss level table is provided with tightening latch hole, and step plate between each described triangle boss prepackage platform includes the prepackage of step plate level table top is vertical with step plate pre-installing table top.
4. the thin webbed girder formula precast stair separated with bench of marking time according to claim 1, it is characterized in that: with gap on the downside of the horizontal plate front end of described step plate, described horizontal plate has through hole, some anti-slip tanks it are provided with on the upside of described horizontal plate, the gap of described horizontal plate front end is pre-installed table top with described step plate level and is matched, described perpendicular plate is placed in described step plate and vertically pre-installs on table top, through hole on described horizontal plate is corresponding with the tightening latch hole on described triangle boss, tightening latch is through the through hole on described horizontal plate and the tightening latch hole on described triangle boss.
5. the installation method of the thin webbed girder formula precast stair separated with bench of marking time according to claim 1, it is characterised in that: its step includes:
Step one: set up the support system of precast stair beam, this support system is steel tube fastener formula bracing frame, places precast stair stair stringer on bracing frame;
Step 2: by prefabricated stair stringer device for hoisting stair stringer bracing frame, and adjust absolute altitude and the horizontal level of stair stringer, it is ensured that stair stringer absolute altitude is correct, and horizontal level is correct;
Stair waist slab two ends are supported on mounted precast stair beam, and correct the position of waist slab, it is ensured that position is accurate by step 3: lifting stair bench;
Step 4: install step plate, first strong adherence agent is smeared at the triangle boss upper surface of stair bench and side, then by step plate left-hand thread on the triangle boss of stair bench, make step plate and triangle boss be connected firmly, be mechanically connected by step plate and triangle boss again through tightening latch;
Step 5: lifting stairwell partition wall, slings prefabricated stair shaft partition wall, and is slowly placed on stair shaft partition wall position, and what make stair shaft partition wall two ends is supported on the upper of precast stair beam, and adjusts stairwell partition wall position and absolute altitude.
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CN201610275907.8A CN105804339B (en) | 2016-04-29 | 2016-04-29 | A kind of thin webbed girder formula precast stair and its installation method separated with bench of marking time |
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CN201610275907.8A CN105804339B (en) | 2016-04-29 | 2016-04-29 | A kind of thin webbed girder formula precast stair and its installation method separated with bench of marking time |
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CN105804339B CN105804339B (en) | 2017-12-08 |
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107237462A (en) * | 2017-07-26 | 2017-10-10 | 贵州理工环保新材料研究有限公司 | One species plank formula staircase structure and preparation method thereof |
CN108894446A (en) * | 2018-07-27 | 2018-11-27 | 上海应用技术大学 | A kind of precast assembly stair and attaching method thereof |
CN110203339A (en) * | 2018-09-17 | 2019-09-06 | 中国船舶工业集团公司第七0八研究所 | A kind of design method of inclined ladder for ship |
CN110685411A (en) * | 2018-09-11 | 2020-01-14 | 中天建设集团有限公司 | Separated stair adopting prefabricated steps and installation method thereof |
CN112663882A (en) * | 2020-12-08 | 2021-04-16 | 中建西部建设股份有限公司 | Light and thin type beam type prefabricated staircase made of ultra-high performance concrete and forming process thereof |
CN113356489A (en) * | 2021-05-13 | 2021-09-07 | 桂林理工大学 | Prefabricated beam type scissor stair and construction method thereof |
CN116556608A (en) * | 2023-05-18 | 2023-08-08 | 江苏中碳建筑产业研究院有限公司 | Concrete stair and assembly process thereof |
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CN2154300Y (en) * | 1992-07-07 | 1994-01-26 | 佳木斯第一建筑工程公司 | Combined prefabricated reinforced concrete residence stairs |
CN201031475Y (en) * | 2007-03-28 | 2008-03-05 | 杨峰 | Prefabricated combined stairs |
CN104032904A (en) * | 2014-05-26 | 2014-09-10 | 湖北弘毅建设有限公司 | Combined assembled type stairway |
CN204282685U (en) * | 2014-12-12 | 2015-04-22 | 宝钢建筑系统集成有限公司 | A kind of assembling stair |
CN205840191U (en) * | 2016-04-29 | 2016-12-28 | 中建科技河南有限公司 | A kind of thin webbed girder formula precast stair separated with bench of marking time |
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JP3012936U (en) * | 1994-12-26 | 1995-06-27 | 株式会社横森製作所 | Steps for stairs |
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CN2154300Y (en) * | 1992-07-07 | 1994-01-26 | 佳木斯第一建筑工程公司 | Combined prefabricated reinforced concrete residence stairs |
CN201031475Y (en) * | 2007-03-28 | 2008-03-05 | 杨峰 | Prefabricated combined stairs |
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Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN107237462A (en) * | 2017-07-26 | 2017-10-10 | 贵州理工环保新材料研究有限公司 | One species plank formula staircase structure and preparation method thereof |
CN108894446A (en) * | 2018-07-27 | 2018-11-27 | 上海应用技术大学 | A kind of precast assembly stair and attaching method thereof |
CN110685411A (en) * | 2018-09-11 | 2020-01-14 | 中天建设集团有限公司 | Separated stair adopting prefabricated steps and installation method thereof |
CN110203339A (en) * | 2018-09-17 | 2019-09-06 | 中国船舶工业集团公司第七0八研究所 | A kind of design method of inclined ladder for ship |
CN112663882A (en) * | 2020-12-08 | 2021-04-16 | 中建西部建设股份有限公司 | Light and thin type beam type prefabricated staircase made of ultra-high performance concrete and forming process thereof |
CN112663882B (en) * | 2020-12-08 | 2022-05-10 | 中建西部建设股份有限公司 | Light and thin type beam type prefabricated staircase made of ultra-high performance concrete and forming process thereof |
CN113356489A (en) * | 2021-05-13 | 2021-09-07 | 桂林理工大学 | Prefabricated beam type scissor stair and construction method thereof |
CN116556608A (en) * | 2023-05-18 | 2023-08-08 | 江苏中碳建筑产业研究院有限公司 | Concrete stair and assembly process thereof |
CN116556608B (en) * | 2023-05-18 | 2023-12-05 | 江苏中碳建筑产业研究院有限公司 | Concrete stair and assembly process thereof |
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