CN104032904A - Combined assembled type stairway - Google Patents
Combined assembled type stairway Download PDFInfo
- Publication number
- CN104032904A CN104032904A CN201410225145.1A CN201410225145A CN104032904A CN 104032904 A CN104032904 A CN 104032904A CN 201410225145 A CN201410225145 A CN 201410225145A CN 104032904 A CN104032904 A CN 104032904A
- Authority
- CN
- China
- Prior art keywords
- steel
- reinforced concrete
- ladder beam
- type
- inverted
- 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.)
- Pending
Links
Landscapes
- Steps, Ramps, And Handrails (AREA)
Abstract
The invention discloses a combined assembled type stairway, and belongs to the field of building structures. The combined assembled type stairway is composed of a prefabricated section steel ladder beam and prefabricated reinforced concrete steps, wherein the prefabricated section steel ladder beam is composed of two section steel supporting sloped beams and angle steel supports which are evenly spaced and are correspondingly connected with the inner sides of the two supporting sloped beams, and the bottom faces of the angle steel supports are horizontally arranged; the prefabricated reinforced concrete steps are composed of inverted-L-shaped unit reinforced concrete benches, and the inverted-L-shaped unit reinforced concrete benches are provided with horizontal pedal faces and vertical supporting faces perpendicular to the horizontal pedal faces; on the scene, the horizontal pedal faces of the inverted-L-shaped unit reinforced concrete benches are arranged on the corresponding angle steel supports of the section steel ladder beam, the vertical supporting face of the first level of inverted-L-shaped unit reinforced concrete bench is supported on the ground, and the other levels of inverted-L-shaped unit reinforced concrete benches are sequentially supported on the next level inverted-L-shaped unit reinforced concrete benches, the relevant connection gaps are filled with mortar, and therefore the stairway is formed. The stairway is firm, durable in use, convenient to dismount and capable of being repeatedly used.
Description
Technical field
A kind of combination assembled stair of the present invention, belong to building structure field.
Background technology
Stair are the important ingredients of building, according to form of structure or material difference, have various forms.Conventional stair mostly are reinforced concrete stairs or steel stair now, reinforced concrete stairs is divided into again cast-in-situ steel reinforced concrete stair and prefabricated reinforced concrete stair, it is complicated that the constructions such as support and template, assembling reinforcement, cast-in-situ concrete are set up at cast-in-situ steel reinforced concrete stair scene, curing time is long, the prefabricated reinforced concrete stair once prefabricated straight stairs that adopt, make complexity, inconvenience and transportation difficulty are installed more.Though steel structure stairway is can prefabrication on-the-spot install involve great expense, functional performance is poor, trouble is installed.Existing stair form can not meet industrialization of construction industry for building operations modularization, prefabricated, standardized demand.
Summary of the invention
The object of this invention is to provide a kind of combination assembled stair, prefabricated and install to realize the batch production of architectural stair, not only improve efficiency of construction and quality, be more conducive to promote modularization, the standardization of assembled architecture.
The present invention is achieved by the following technical solutions:
A kind of combination assembled stair of the present invention, by precasting steel ladder beam and prefabricated reinforced concrete step, formed, described precasting steel ladder beam is comprised of two type steel support cant beams and angle steel crossbeam, angle steel girder space is connected between two type steel support cant beams, described two support cant beam inner sides evenly interval correspondence are connected with angle seat, and the bottom surface of each angle seat is horizontally disposed with; Described prefabricated reinforced concrete step is comprised of ┓ type unit steel concrete stage, and this ┓ type unit steel concrete stage has vertical each other horizontal step face and vertical supporting surface; At the scene, shaped steel ladder beam is by setting tilting installation, from bottom to up, the horizontal step face of ┓ types at different levels unit steel concrete stage is arranged on the corresponding angles steel support of shaped steel ladder beam, the vertical supporting surface of first order ┓ type unit steel concrete stage is supported on ground, the vertical supporting surface correspondence of all the other stages at different levels is supported in its next stage ┓ type unit steel concrete stage, fills after mortar moulding stair at the relevant connection gap location of installing.
The length of described ┓ type unit steel concrete stage is corresponding with the spacing of two type steel support cant beams of shaped steel ladder beam.
The external surface of described ┓ type unit steel concrete stage posts face brick.
Two type steel support cant beams of described shaped steel ladder beam are by channel-section steel, i iron or other cross section section steel manufactures.
A kind of combination assembled stair of the present invention, precasting steel ladder beam and prefabricated reinforced concrete step are all prefabricated in the factory, on-the-spot installation, reduce on-site construction processes and work difficulty, reduce situ wet workload, save the construction period; Prefabrication precision is higher, and modularization, standardization more easily realize; Shaped steel ladder beam and other members of structure have good connectivity; When being prefabricated in the factory, steel concrete step plate face brick paving can be completed, without secondary patch block; Remaining basically stable in shaped steel ladder beam and step bottom, reduces taking headroom; This combination assembled stair are sturdy and durable, easy accessibility, can reuse, not only environmental protection but also save cost.
Accompanying drawing explanation
Fig. 1 overall schematic of the present invention;
Fig. 2 structural section figure of the present invention schematic diagram;
The prefabricated ┓ type of Fig. 3 the present invention unit steel concrete stage schematic diagram;
Fig. 4 shaped steel ladder of the present invention beam schematic diagram;
The specific embodiment
Now further illustrate by reference to the accompanying drawings implementation process of the present invention.
A kind of combination assembled stair of the present invention, by precasting steel ladder beam 2 and prefabricated reinforced concrete step 1, formed, described precasting steel ladder beam 2 is comprised of two type steel support cant beam 2-1 and angle steel crossbeam 2-2, and angle steel crossbeam 2-2 interval is connected between two type steel support cant beam 2-1, described two support cant beam 2-1 inner side evenly interval correspondence be connected with angle seat 2-3, this angle seat 2-3 has bottom surface 2-3a, side 2-3b, by the bottom surface 2-3a of each angle seat 2-3, is horizontally disposed with and supports cant beam 2-1 inner side and be connected, described prefabricated reinforced concrete step 1 is comprised of ┓ type unit steel concrete stage 1-1, and this ┓ type unit steel concrete stage 1-1 has vertical each other horizontal step face 1-1a and vertical supporting surface 1-1b, in erecting bed, shaped steel ladder beam 2 is tilting by setting, after its upper and lower two ends fixed installation, again the horizontal step face 1-1a of first order ┓ type unit steel concrete stage 1-1 is arranged on two type steel support cant beam 2-1 corresponding angles steel support 2-3 of shaped steel ladder beam, its vertical supporting surface 1-1b supports on the ground, then, successively the horizontal step face 1-1a of ┓ type unit steel concrete stage 1-1 is arranged on corresponding angles steel support 2-3 from bottom to top, its vertical supporting surface 1-1b correspondence is supported on its prime ┓ type unit steel concrete stage 1-1, finally, at the relevant connection gap location of installing, fill mortar 3, be the combination assembled stair of moulding.
The length of described ┓ type unit steel concrete stage 1-1 is corresponding with the spacing of two type steel support cant beam 2-1 of shaped steel ladder beam 2.
The external surface of described ┓ type unit steel concrete stage 1-1 posts face brick 1-2.
Two type steel support cant beam 2-1 of described shaped steel ladder beam 2 are by channel-section steel, i iron or other cross section section steel manufactures.
Claims (4)
1. combination assembled stair, by precasting steel ladder beam and prefabricated reinforced concrete step, formed, it is characterized in that, described precasting steel ladder beam is comprised of two type steel support cant beams and angle steel crossbeam, angle steel girder space is connected between two type steel support cant beams, described two support cant beam inner sides evenly interval correspondence are connected with angle seat, and the bottom surface of each angle seat is horizontally disposed with; Described prefabricated reinforced concrete step is comprised of ┓ type unit steel concrete stage, and this ┓ type unit steel concrete stage has vertical each other horizontal step face and vertical supporting surface; At the scene, shaped steel ladder beam is by setting tilting installation, from bottom to up, the horizontal step face of ┓ types at different levels unit steel concrete stage is arranged on the corresponding angles steel support of shaped steel ladder beam, the vertical supporting surface of first order ┓ type unit steel concrete stage is supported on ground, the vertical supporting surface correspondence of all the other stages at different levels is supported in its next stage ┓ type unit steel concrete stage, and fills mortar, the combination assembled stair of moulding at the relevant connection gap location of installing.
2. a kind of combination assembled stair according to claim 1, is characterized in that the length of ┓ type unit steel concrete stage is corresponding with the spacing of two type steel support cant beams of shaped steel ladder beam.
3. a kind of combination assembled stair according to claim 1, is characterized in that, the external surface of ┓ type unit steel concrete stage posts face brick.
4. a kind of combination assembled stair according to claim 1, is characterized in that, two type steel support cant beams of shaped steel ladder beam are by channel-section steel, i iron or other cross section section steel manufactures.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410225145.1A CN104032904A (en) | 2014-05-26 | 2014-05-26 | Combined assembled type stairway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410225145.1A CN104032904A (en) | 2014-05-26 | 2014-05-26 | Combined assembled type stairway |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104032904A true CN104032904A (en) | 2014-09-10 |
Family
ID=51463876
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410225145.1A Pending CN104032904A (en) | 2014-05-26 | 2014-05-26 | Combined assembled type stairway |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104032904A (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113723A (en) * | 2015-09-16 | 2015-12-02 | 张瀑 | Prefabricated combined stair |
| CN105804339A (en) * | 2016-04-29 | 2016-07-27 | 中建科技河南有限公司 | Step-bench-separated thin webbed girder type pre-cast stair and installation method thereof |
| CN107842152A (en) * | 2017-11-28 | 2018-03-27 | 西安方平建筑工程有限公司 | A kind of lightweight assembled stair and construction method |
| WO2018126950A1 (en) * | 2017-01-04 | 2018-07-12 | Yingchuang Building Technique (Shanghai) Co., Ltd | Modular stairway |
| CN109914720A (en) * | 2019-03-04 | 2019-06-21 | 浙江亚厦装饰股份有限公司 | A kind of inner corner trim connection component and its compound board connecting structure |
| CN110258810A (en) * | 2019-07-09 | 2019-09-20 | 四川福美来新型建筑材料有限公司 | A kind of assembled integrated house structure |
| CN112012415A (en) * | 2020-09-27 | 2020-12-01 | 江苏开放大学（江苏城市职业学院） | Prefabricated barrier-free wheelchair ramp |
| CN115324292A (en) * | 2022-09-06 | 2022-11-11 | 中科建工集团有限公司 | Assembled type fast-assembling stair construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1444431A (en) * | 1920-02-02 | 1923-02-06 | Frank A Seifert | Concrete stair construction |
| DE2416777A1 (en) * | 1974-04-05 | 1975-10-09 | Bruno Heibges | Prefabricated-reinforced-concrete-component outside cellar staircase - with angular steps fitting saw-tooth top of stringers |
| JPH08312090A (en) * | 1995-05-12 | 1996-11-26 | Fujita Corp | Construction method of concrete stair with stepped form left, and stepped form |
| CN2512852Y (en) * | 2001-11-13 | 2002-09-25 | 沈阳市正益装饰材料有限公司 | Soft PVC anti-slip strip |
| WO2005001218A2 (en) * | 2003-06-03 | 2005-01-06 | J.D. Grinstead General Construction, Inc. | Stair component and method for creating or restoring a stairway |
| CN103741899A (en) * | 2013-12-18 | 2014-04-23 | 安徽森泰塑木新材料有限公司 | Integrated-house simple assembled stair structure |
| CN203977742U (en) * | 2014-05-26 | 2014-12-03 | 湖北弘顺钢结构制造有限公司 | A kind of combination assembled stair |
-
2014
- 2014-05-26 CN CN201410225145.1A patent/CN104032904A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1444431A (en) * | 1920-02-02 | 1923-02-06 | Frank A Seifert | Concrete stair construction |
| DE2416777A1 (en) * | 1974-04-05 | 1975-10-09 | Bruno Heibges | Prefabricated-reinforced-concrete-component outside cellar staircase - with angular steps fitting saw-tooth top of stringers |
| JPH08312090A (en) * | 1995-05-12 | 1996-11-26 | Fujita Corp | Construction method of concrete stair with stepped form left, and stepped form |
| CN2512852Y (en) * | 2001-11-13 | 2002-09-25 | 沈阳市正益装饰材料有限公司 | Soft PVC anti-slip strip |
| WO2005001218A2 (en) * | 2003-06-03 | 2005-01-06 | J.D. Grinstead General Construction, Inc. | Stair component and method for creating or restoring a stairway |
| CN103741899A (en) * | 2013-12-18 | 2014-04-23 | 安徽森泰塑木新材料有限公司 | Integrated-house simple assembled stair structure |
| CN203977742U (en) * | 2014-05-26 | 2014-12-03 | 湖北弘顺钢结构制造有限公司 | A kind of combination assembled stair |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105113723A (en) * | 2015-09-16 | 2015-12-02 | 张瀑 | Prefabricated combined stair |
| CN105804339A (en) * | 2016-04-29 | 2016-07-27 | 中建科技河南有限公司 | Step-bench-separated thin webbed girder type pre-cast stair and installation method thereof |
| CN105804339B (en) * | 2016-04-29 | 2017-12-08 | 中建科技河南有限公司 | A kind of thin webbed girder formula precast stair and its installation method separated with bench of marking time |
| WO2018126950A1 (en) * | 2017-01-04 | 2018-07-12 | Yingchuang Building Technique (Shanghai) Co., Ltd | Modular stairway |
| CN107842152A (en) * | 2017-11-28 | 2018-03-27 | 西安方平建筑工程有限公司 | A kind of lightweight assembled stair and construction method |
| CN109914720A (en) * | 2019-03-04 | 2019-06-21 | 浙江亚厦装饰股份有限公司 | A kind of inner corner trim connection component and its compound board connecting structure |
| CN110258810A (en) * | 2019-07-09 | 2019-09-20 | 四川福美来新型建筑材料有限公司 | A kind of assembled integrated house structure |
| CN112012415A (en) * | 2020-09-27 | 2020-12-01 | 江苏开放大学（江苏城市职业学院） | Prefabricated barrier-free wheelchair ramp |
| CN115324292A (en) * | 2022-09-06 | 2022-11-11 | 中科建工集团有限公司 | Assembled type fast-assembling stair construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104032904A (en) | Combined assembled type stairway | |
| CN107989227B (en) | Assembled steel reinforced concrete shear wall structure and preparation and installation methods thereof | |
| CN101769008B (en) | Method for constructing quake-proof masonry house by utilizing prefabricated constructional column ring beams | |
| CN203174770U (en) | Connection structure of prefabricated column and construction site base and building | |
| CN102912900A (en) | Prefabricated assembled superposed plate type concrete shear wall and construction method thereof | |
| CN103422672A (en) | Construction method for reinforced concrete prefabricated house | |
| CN105888108A (en) | Reinforced concrete shear wall with positioning prefabricated member inside and construction method of reinforced concrete shear wall | |
| CN103031952B (en) | Assembling exempts from the preparation method supporting prefabricated light composite floor slab with ribbing | |
| CN203213346U (en) | Connecting structure for assembling integral concrete frame and shear wall | |
| CN205063100U (en) | Prevent hot wall and prevent hot wall system | |
| CN202706198U (en) | Building structure | |
| KR101574253B1 (en) | A method for construction using a twin wall structure using a PC panel | |
| CN107476583A (en) | A kind of concrete assembled building builds construction method | |
| CN202925721U (en) | Prefabricated superimposed sheet-type concrete shear wall structure | |
| KR20170032826A (en) | Precast concrete dual wall structure and construction method thereof | |
| CN202530614U (en) | Cast-in-situ steel mesh concrete slab | |
| CN113338451A (en) | Assembly type structure adaptive to deformed steel pipe column and construction method thereof | |
| CN211421178U (en) | Prefabricated platform structure of assembled subway station | |
| CN105089192A (en) | Dismountable bottom formwork steel bar truss floor support plate and assembling method of dismountable bottom formwork steel bar truss floor support plate | |
| CN102635235A (en) | Method for cast-in-place of ferrocement panel by spliced net frame suspension template | |
| CN203977742U (en) | A kind of combination assembled stair | |
| CN204919932U (en) | Assemble integral non -reinforced concrete ribbed floor | |
| CN109518942B (en) | Tool-based bracket system for controlling precision of two-dimensional component and application method thereof | |
| KR101036177B1 (en) | Method for constructing building using PRC integrating method | |
| CN105442737A (en) | Novel composite heat insulation floor board and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: HUBEI HONGSHUN STEEL STRUCTURE MANUFACTURING CO., Free format text: FORMER OWNER: HUBEI HONGYI BUILDING DECORATION ENGINEERING CO., LTD. Effective date: 20141106 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 430000 WUHAN, HUBEI PROVINCE TO: 430345 WUHAN, HUBEI PROVINCE |
|
| TA01 | Transfer of patent application right |
Effective date of registration: 20141106 Address after: 430345 Hubei Province, Wuhan city Huangpi District Road No. 39 Huhan Wu Hongyi Industrial Park Applicant after: Hubei Hongshun Steel Structure Manufacturing Co., Ltd. Address before: 430000 Hubei Province, Wuhan city Huangpi District Huhan Wu Shi Road No. 39 Applicant before: Hubei Hongyi Building Decoration Engineering Co., Ltd. |
|
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20140910 |