CN204676793U - A kind of section steel beam Prefabricated composite stair - Google Patents

A kind of section steel beam Prefabricated composite stair Download PDF

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Publication number
CN204676793U
CN204676793U CN201520100568.0U CN201520100568U CN204676793U CN 204676793 U CN204676793 U CN 204676793U CN 201520100568 U CN201520100568 U CN 201520100568U CN 204676793 U CN204676793 U CN 204676793U
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CN
China
Prior art keywords
shaped steel
steel
stair
pair
concrete
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.)
Expired - Fee Related
Application number
CN201520100568.0U
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Chinese (zh)
Inventor
周鹏
黄胜
周少勋
王少重
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.)
Hubei Hongshun Steel Structure Manufacturing Co Ltd
Original Assignee
Hubei Hongshun Steel Structure Manufacturing 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 Hubei Hongshun Steel Structure Manufacturing Co Ltd filed Critical Hubei Hongshun Steel Structure Manufacturing Co Ltd
Priority to CN201520100568.0U priority Critical patent/CN204676793U/en
Application granted granted Critical
Publication of CN204676793U publication Critical patent/CN204676793U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A kind of section steel beam Prefabricated composite of the utility model stair, belong to prefabricated building components field, and the utility model is marked time by shaped steel ladder beam and steel concrete and formed, and described shaped steel ladder beam is provided with the supporting edge of a wing, and a pair shaped steel ladder Liangqi supporting edge of a wing is arranged in opposite directions, what described steel concrete was marked time marks time reinforcing bar along a pair shaped steel ladder interval, beam support edge of a wing setting, be fixedly connected on through its two ends between a pair terraced beam, by the conventional trapezoid template concreting that arrange corresponding to this reinforcing bar of marking time, steel bar concrete mark time and the integrated combination stair of section steel beam, the design is relative to precast rc slab formula stair, relative to precast rc slab formula stair, adopt shaped steel as terraced beam, rigidity is large, stressed good, structure power transmission is clear, opposite concrete ladder beam reduces sectional dimension, save material, and be convenient to the reliable connection of stair and structure.

Description

A kind of section steel beam Prefabricated composite stair
Technical field
A kind of section steel beam Prefabricated composite of the utility model stair, belong to prefabricated building components field.
Background technology
Stair can be divided into slab type stairway and stringer type stairway according to stress form, in industrialization of construction industry process, precast rc slab formula stair are widely used because of advantages such as template needed for it are relatively simple, globality is better, but its deadweight is comparatively large, reinforcing bar binding work amount is large, materials'use amount is large, hoisting difficulty is large; These shortcomings are that himself form of structure causes.Stringer type stairway is conducted oneself with dignity less relatively, and materials'use amount is less, therefore, optimizes stringer type stairway structure, simplifies prefabrication process, and guarantee the overall performance of precast stair, become the major issue of concern.
Utility model content
The purpose of this utility model is to provide a kind of section steel beam Prefabricated composite stair, to optimize the form of structure of Prefabricated composite stair, alleviates deadweight, and simplifies the manufacturing process of precast stair.
The utility model is achieved through the following technical solutions:
A kind of section steel beam Prefabricated composite of the utility model stair, are marked time by shaped steel ladder beam and steel concrete and form, and described shaped steel ladder beam is provided with the supporting edge of a wing, and a pair shaped steel ladder Liangqi supporting edge of a wing is arranged in opposite directions; What described steel concrete was marked time marks time reinforcing bar along a pair shaped steel ladder interval, beam support edge of a wing setting, be fixedly connected on through its two ends between a pair terraced beam, by the conventional trapezoid template concreting that arrange corresponding to this reinforcing bar of marking time, steel bar concrete mark time with shaped steel ladder beam integrated combination stair.
Inside described a pair shaped steel ladder beam, correspondence is provided with shear key.
Described a pair shaped steel ladder beam-ends head is provided with installation junction plate.
Described a pair shaped steel ladder case bay to be marked time length setting according to steel concrete.
A kind of section steel beam Prefabricated composite of the utility model stair, relative to precast rc slab formula stair, structure power transmission is clear, adopt shaped steel as terraced beam, rigidity is large, stressed good, and opposite concrete ladder beam reduces sectional dimension, save material, and be convenient to the reliable connection of stair and structure.
Accompanying drawing explanation
Fig. 1 the utility model is marked time reinforcing bar and section steel beam connection diagram;
Fig. 2 the utility model shaped steel ladder beam, steel concrete are marked time relative position schematic diagram;
Fig. 3 the utility model builds the trapezoid template schematic diagram of use;
The schematic diagram that Fig. 4 the utility model steel frame coordinates preparation to build with trapezoid template
Fig. 5 the utility model molded integral schematic diagram.
Detailed description of the invention
Now further illustrate the utility model by reference to the accompanying drawings how to implement.
A kind of section steel beam Prefabricated composite of the utility model stair, marked time by shaped steel ladder beam 1 and steel concrete and 2 to form, described shaped steel ladder beam 1 is provided with supporting edge of a wing 1-1, and a pair its supporting of shaped steel ladder beam 1 edge of a wing 1-1 is arranged in opposite directions; Described steel concrete mark time 2 the reinforcing bar 2-1 that marks time support 1-1 interval, the edge of a wing along a pair shaped steel ladder beam 1 and arrange, be fixedly connected on through its two ends between a pair terraced beam 1, by conventional trapezoid template 3 concreting that arrange corresponding to this reinforcing bar 2-1 that marks time, steel bar concrete mark time 2 with shaped steel ladder beam 1 integrated combination stair.
Inside described a pair shaped steel ladder beam 1, correspondence is provided with shear key 1-2.
Described a pair shaped steel ladder beam 1 termination is provided with installs junction plate 1-3.
Described a pair shaped steel ladder beam 1 spacing to be marked time 2 length settings according to steel concrete.
The concrete pre-formed operation of the utility model is: steel concrete is marked time 2 the reinforcing bar 2-1 that marks time support 1-1 interval, the edge of a wing along a pair shaped steel ladder beam 1 and arrange, be fixedly connected on through its two ends between a pair terraced beam 1, form the steel frame that the reinforcing bar 2-1 that marks time is connected with shaped steel ladder beam 1 one, as shown in Figure 1, then this steel frame is turned over turnback, correspondence is buckled on trapezoid template 3, as shown in Figure 4, again along marking time reinforcing bar 2-1 and trapezoid template 3 concreting, after maintenance completes, remove trapezoid template 3 shaping steel concrete mark time 2 with the integrated combination stair of shaped steel ladder beam 1, Fig. 2, shown in Fig. 5, this trapezoid template 3 is made up of trapezoidal steel plate 3-1 and stiffener 3-2, makes routinely.

Claims (4)

1. section steel beam Prefabricated composite stair, are marked time by shaped steel ladder beam and steel concrete and form, it is characterized in that, described shaped steel ladder beam is provided with the supporting edge of a wing, and a pair shaped steel ladder Liangqi supporting edge of a wing is arranged in opposite directions; What described steel concrete was marked time marks time reinforcing bar along a pair shaped steel ladder interval, beam support edge of a wing setting, be fixedly connected on through its two ends between a pair terraced beam, by the conventional trapezoid template concreting that arrange corresponding to this reinforcing bar of marking time, steel bar concrete mark time with shaped steel ladder beam integrated combination stair.
2. a kind of section steel beam Prefabricated composite stair according to claim 1, is characterized in that, inside a pair shaped steel ladder beam, correspondence is provided with shear key.
3. a kind of section steel beam Prefabricated composite stair according to claim 1, is characterized in that, a pair shaped steel ladder beam-ends head is provided with installation junction plate.
4. a kind of section steel beam Prefabricated composite stair according to claim 1, is characterized in that, a pair shaped steel ladder case bay to be marked time length setting according to steel concrete.
CN201520100568.0U 2015-02-12 2015-02-12 A kind of section steel beam Prefabricated composite stair Expired - Fee Related CN204676793U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520100568.0U CN204676793U (en) 2015-02-12 2015-02-12 A kind of section steel beam Prefabricated composite stair

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520100568.0U CN204676793U (en) 2015-02-12 2015-02-12 A kind of section steel beam Prefabricated composite stair

Publications (1)

Publication Number Publication Date
CN204676793U true CN204676793U (en) 2015-09-30

Family

ID=54176498

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201520100568.0U Expired - Fee Related CN204676793U (en) 2015-02-12 2015-02-12 A kind of section steel beam Prefabricated composite stair

Country Status (1)

Country Link
CN (1) CN204676793U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108331274A (en) * 2018-04-27 2018-07-27 华东建筑设计研究院有限公司 A kind of precast prestressed concrete stair
CN108505698A (en) * 2018-04-19 2018-09-07 佛山市顺德区慈明电器有限公司 A kind of terraced beam and its Assembled stairs of stair
CN109629779A (en) * 2019-02-02 2019-04-16 河南绿建建筑科技有限公司 Steel concrete combines the light-duty assembled stair of flat underside
CN109853993A (en) * 2019-03-27 2019-06-07 中铁建工集团有限公司 A kind of adjustable foundation pit construction stair of regularization

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108505698A (en) * 2018-04-19 2018-09-07 佛山市顺德区慈明电器有限公司 A kind of terraced beam and its Assembled stairs of stair
CN108505698B (en) * 2018-04-19 2023-07-07 林锋 Ladder beam of stair and assembled stair thereof
CN108331274A (en) * 2018-04-27 2018-07-27 华东建筑设计研究院有限公司 A kind of precast prestressed concrete stair
CN109629779A (en) * 2019-02-02 2019-04-16 河南绿建建筑科技有限公司 Steel concrete combines the light-duty assembled stair of flat underside
CN109853993A (en) * 2019-03-27 2019-06-07 中铁建工集团有限公司 A kind of adjustable foundation pit construction stair of regularization
CN109853993B (en) * 2019-03-27 2023-10-13 中铁建工集团有限公司 Finalized adjustable stairway for foundation pit construction

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C14 Grant of patent or utility model
GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20150930

Termination date: 20160212

CF01 Termination of patent right due to non-payment of annual fee