CN204590456U - A kind of precast splice type slab type stairway - Google Patents
A kind of precast splice type slab type stairway Download PDFInfo
- Publication number
- CN204590456U CN204590456U CN201520171915.9U CN201520171915U CN204590456U CN 204590456 U CN204590456 U CN 204590456U CN 201520171915 U CN201520171915 U CN 201520171915U CN 204590456 U CN204590456 U CN 204590456U
- Authority
- CN
- China
- Prior art keywords
- component
- gangboard
- stepped
- projection
- utility
- 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
Links
Landscapes
- Steps, Ramps, And Handrails (AREA)
Abstract
The utility model discloses a kind of precast splice type slab type stairway, comprise the stepped gangboard component of the several piece of splicing successively from left to right, described stepped gangboard component is reinforced concrete member, comprise stair tread and be positioned at the several longitudinal stringer below stair tread, the junction of adjacent steps shape gangboard component is provided with the rubber abaculus that can mutually be fitted together in couples, comprise recessed piece and projection, the two can be fitted together to dimensionally, and the shape of described recessed piece and projection is corresponding with the side edge shape of described stepped gangboard component.The utility model, by stair are split as several parts, will promote scale and the repetition of production to meet industrialization spirit, also more economical; Effectively reduce transport difficulty, cost of transportation and installation difficulty simultaneously; In addition, the rubber abaculus between component makes there is certain mobile space between component, can effective loss seismic energy, and component can not damage when earthquake simultaneously, alleviates the impact of earthquake on staircase structure.
Description
Technical field
The utility model relates to a kind of precast stair, particularly relates to a kind of for the industrialization of construction industry pin-connected panel precast stair structure in building.
Background technology
Industrialization of construction industry refers to the large industrial mode of production by modern manufacture, transport, installation and scientific management, that replace low-level in traditional architecture industry, dispersion with the handicraft mode of production that is poor efficiency.So the preparation of industrialization of industrialization of construction industry pin-connected panel precast stair should meet the theory of industrialization of construction industry, there is the unified feature of producing, being convenient to transport, be convenient to lifting, Accelerating The Construction speed, raising construction precision and reduce resource consumption.
But a large amount of building operations problem investigation finds, under industrialization of construction industry background, the precast stair weight of global formation is comparatively large, and hoisting difficulty is large; Further, the precast stair of global formation takes up room comparatively large, transport and installation comparatively difficulty.These factors govern the development of industrialization of construction industry, specifically there is following shortcoming and defect:
1. transport is more difficult, and cost is higher.The precast stair of global formation takies volume greatly, out-of-shape, and free spaces a large amount of in transportation is wasted, and causes the waste of resource;
2. lifting difficulty.When highrise building lifting weighs the body formed precast stair of the one-tenth of several tons, by wind impact is comparatively large, just can cannot lift because rocking violent, bringing extreme difficulties to construction when wind-force reaching more than three grades;
3. inconvenience is installed.The precast stair of global formation will take large quantity space when installing, and causes working space narrow and small, affects construction speed;
4. the seismic measures of common precast stair mainly concentrates in the design of the shock-resistant node that stair two ends are connected with platform, and ignores the possible distortion power consumption potentiality of stair itself, affects anti seismic efficiency.
Utility model content
For above-mentioned technical problem, the utility model is intended to solve the problems of the technologies described above to a certain extent.
The purpose of this utility model be to provide a kind of dismantled and assembled, cost is low, easy construction, can repetition produce and the good industrialization of construction industry pin-connected panel slab type stairway structure of anti seismic efficiency in batches.
For solving the problem, the utility model adopts following technical scheme:
A kind of precast splice type slab type stairway, comprise the stepped gangboard component of the several piece of splicing successively from left to right, described stepped gangboard component is reinforced concrete member, comprises stair tread and is positioned at the several longitudinal stringer below stair tread.
Further, the junction of adjacent steps shape gangboard component is provided with the rubber abaculus that can mutually be fitted together in couples, comprise recessed piece and projection, the two can be fitted together to dimensionally, and the shape of described recessed piece and projection is corresponding with the side edge shape of described stepped gangboard component.
Further, described recessed piece all adopts arc transition with the corner of projection, has both been convenient to install, and also prevents stress in use procedure from concentrating and fatigue damage.
Compared with prior art, the beneficial effects of the utility model are:
1., by stair are split as several parts, will promote scale and the repetition of production to meet industrialization spirit, also more economical;
2., due to component shape rule, single quality is less, will effectively reduce transport difficulty and cost of transportation;
3. due to the fractionation of parts, hoisting difficulty also can reduce greatly, can be divided into and repeatedly transport on a small quantity in the weather that wind-force is stronger;
4. parts fractionation and re-assembly and will provide a large amount of working spaces when mounted, reduce install difficulty;
5. the rubber abaculus between monomer members makes there is certain mobile space between component, can effective loss seismic energy.Component can not damage when earthquake simultaneously in addition, alleviates the impact of earthquake on staircase structure
6., under the condition ensureing stress performance, stair deadweight can be alleviated, reduce construction costs.
Accompanying drawing explanation
Fig. 1 is the whole structure schematic diagram of the utility model embodiment.
Fig. 2 is the front exploded perspective view of the utility model embodiment.
Fig. 3 is the back side exploded perspective view of the utility model embodiment.
Fig. 4 is the stepped gangboard stereoeffect schematic diagram of the utility model embodiment.
Fig. 5 is the projection stereoeffect schematic diagram of the rubber abaculus of the utility model embodiment.
Fig. 6 is the projection close-up schematic view of the rubber abaculus of the utility model embodiment.
Fig. 7 is recessed piece of stereoeffect schematic diagram of the rubber abaculus of the utility model embodiment.
Fig. 8 is recessed piece of close-up schematic view of the rubber abaculus of the utility model embodiment.
In figure: the stepped left gangboard component of 1-; The stepped middle gangboard component of 2-; The stepped right gangboard component of 3-; 4-projection; Recessed piece of 5-; 6-stair tread; 7-stringer.
Detailed description of the invention
Be described in further detail utility model object of the present utility model below in conjunction with the drawings and specific embodiments, embodiment can not repeat one by one at this, but therefore embodiment of the present utility model is not defined in following examples.
As shown in Figures 1 to 8, a kind of precast splice type slab type stairway, comprise three blocks of stepped gangboard components spliced successively from left to right: stepped left gangboard component 1, stepped middle gangboard component 2 and stepped right gangboard component 3, described stepped left gangboard component 1, stepped middle gangboard component 2 and stepped right gangboard component 3 are reinforced concrete member, comprise stair tread 6 and be positioned at the stringer 7 of two longitudinal directions below stair tread 6, described stepped left gangboard component 1, stepped middle gangboard component 2 and the stepped upper right side of right gangboard component 3 and the extension of lower-left end are individually fixed on stair plaform.
Further, what the junction of described stepped left gangboard component 1, stepped middle gangboard component 2 and stepped right gangboard component 3 was paired is provided with the rubber abaculus that can mutually be fitted together to, comprise recessed piece 5 and projection 4, the two can be fitted together to dimensionally, and the shape of described recessed piece 5 and projection 4 is corresponding with the shape of the side of described stepped left gangboard component 1, stepped middle gangboard component 2 and stepped right gangboard component 3.The connecting portion of two adjacent gangboard components is respectively arranged with corresponding rubber abaculus, recessed piece 5 and projection 4 are fitted together to mutually, the mutual slip between stepped gangboard and dislocation can be prevented, again can effective loss seismic energy, and component can not damage when earthquake simultaneously, alleviate the impact of earthquake on staircase structure.
Further, as shown in Figure 6 and Figure 8, the corner of described recessed piece 5 and projection 4 all adopts arc transition, has both been convenient to install, and also prevents stress in use procedure from concentrating and fatigue damage.
During construction, can according to the actual needs of stair, select the quantity needing assembled stepped gangboard component, and be not limited only to three pieces of the present embodiment, and the quantity of the stringer 7 of every stepped gangboard component of block also can be determined according to the requirement of engineering of reality, and be not limited only to two of the present embodiment.
During installation; can winch on stair plaform by installing the described stepped left gangboard component 1 of rubber abaculus, stepped middle gangboard component 2 and stepped right gangboard component 3 successively; then each stepped gangboard component is spliced mutually; make the rubber abaculus of adjacent steps shape gangboard component mutually chimeric rear fixing; easy to assembly, highly effective and safe, economy and durability; shock resistance is good, is applicable to scale, repetition and suitability for industrialized production, possesses wide market prospects.
Above-described embodiment of the present utility model is only for the utility model example is clearly described, and is not the restriction to embodiment of the present utility model.For those of ordinary skill in the field, can also make other changes in different forms on the basis of the above description.Here exhaustive without the need to also giving all embodiments.All do within spirit of the present utility model and principle any amendment, equivalent to replace and improvement etc., within the protection domain that all should be included in the utility model claim.
Claims (3)
1. a precast splice type slab type stairway, it is characterized in that: comprise the stepped gangboard component of the several piece of splicing successively from left to right, described stepped gangboard component is reinforced concrete member, comprises stair tread (6) and is positioned at the several longitudinal stringer (7) below stair tread (6).
2. precast splice type slab type stairway according to claim 1, it is characterized in that: the junction of adjacent steps shape gangboard component is provided with the rubber abaculus that can mutually be fitted together in couples, comprise recessed piece (5) and projection (4), the shape of described recessed piece (5) and projection (4) is corresponding with the side edge shape of described stepped gangboard component.
3. precast splice type slab type stairway according to claim 2, is characterized in that: the corner of described recessed piece (5) and projection (4) all adopts arc transition.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520171915.9U CN204590456U (en) | 2015-03-25 | 2015-03-25 | A kind of precast splice type slab type stairway |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520171915.9U CN204590456U (en) | 2015-03-25 | 2015-03-25 | A kind of precast splice type slab type stairway |
Publications (1)
Publication Number | Publication Date |
---|---|
CN204590456U true CN204590456U (en) | 2015-08-26 |
Family
ID=53926622
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201520171915.9U Expired - Fee Related CN204590456U (en) | 2015-03-25 | 2015-03-25 | A kind of precast splice type slab type stairway |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN204590456U (en) |
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106121145A (en) * | 2016-07-15 | 2016-11-16 | 江苏中南建筑产业集团有限责任公司 | A kind of split blade type assembling stair and preparation method thereof and assembly method |
CN106639197A (en) * | 2016-10-20 | 2017-05-10 | 中国建筑第七工程局有限公司 | Two-piece type assembled stair construction method |
CN107268903A (en) * | 2017-07-10 | 2017-10-20 | 于红 | Gangboard and stair |
-
2015
- 2015-03-25 CN CN201520171915.9U patent/CN204590456U/en not_active Expired - Fee Related
Cited By (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN106121145A (en) * | 2016-07-15 | 2016-11-16 | 江苏中南建筑产业集团有限责任公司 | A kind of split blade type assembling stair and preparation method thereof and assembly method |
CN106121145B (en) * | 2016-07-15 | 2018-11-23 | 南通大学 | A kind of split blade type assembly stair and preparation method thereof and assembly method |
CN106639197A (en) * | 2016-10-20 | 2017-05-10 | 中国建筑第七工程局有限公司 | Two-piece type assembled stair construction method |
CN106639197B (en) * | 2016-10-20 | 2019-01-18 | 中国建筑第七工程局有限公司 | A kind of split blade type assembly stair construction method |
CN107268903A (en) * | 2017-07-10 | 2017-10-20 | 于红 | Gangboard and stair |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN204590456U (en) | A kind of precast splice type slab type stairway | |
CN204510650U (en) | A kind of precast splice type stringer type stairway | |
CN201857750U (en) | Moulding plate for building construction | |
CN201850508U (en) | Non-strut bridge pier template | |
CN202500323U (en) | Novel splicing structure | |
CN202164804U (en) | Aluminum alloy template cover plate system | |
CN203821725U (en) | Building industrialized assembled prefab stair structure used for resisting strong earthquakes | |
CN204326570U (en) | Truss temporary support structure | |
CN207063371U (en) | A kind of assembled stair | |
CN204195599U (en) | Locomotive cab in-built top board skeleton mounting tool | |
CN202492795U (en) | Bridge pier structure with square steel tube provided with stiffening ribs with openings and light steel fiber reinforced concrete | |
CN203452393U (en) | Rhombic truss supporting jig frame | |
CN211774598U (en) | Connecting piece for connecting steel structure and wall body of prefabricated building | |
CN203847503U (en) | Bridge connecting piece | |
CN203729437U (en) | Fabricated connecting piece for steel plate shear wall and steel beam | |
CN207046633U (en) | It is a kind of can fast positioning installation steel structure type elevator hoistways | |
CN205908019U (en) | Prefabricated staircase mould of removable template | |
CN202787084U (en) | Template component of double-curved-face frame pier stud | |
CN202202457U (en) | Precast floor slab | |
CN202466424U (en) | Bridge support frame | |
CN203603260U (en) | Light stable connecting structure of prefabricated building wall beam | |
CN203429878U (en) | Steel-structure floor board prefabricated in factory | |
CN102359183B (en) | X-shaped bent colored ribbon and making method thereof | |
CN205329908U (en) | External mounting structure of big board and external erection joint spare | |
CN204850424U (en) | Aluminum alloy template |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
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: 20150826 Termination date: 20180325 |
|
CF01 | Termination of patent right due to non-payment of annual fee |