CN214696526U - Segmental prefabricated scissor type plate type stair structure - Google Patents

Segmental prefabricated scissor type plate type stair structure Download PDF

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Publication number
CN214696526U
CN214696526U CN202120502981.5U CN202120502981U CN214696526U CN 214696526 U CN214696526 U CN 214696526U CN 202120502981 U CN202120502981 U CN 202120502981U CN 214696526 U CN214696526 U CN 214696526U
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CN
China
Prior art keywords
prefabricated
overhanging
platform
stair
board
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
CN202120502981.5U
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Chinese (zh)
Inventor
梁建国
曾祥康
黄宗贵
李复军
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.)
Changsha University of Science and Technology
Hunan No6 Engineering Co Ltd
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Changsha University of Science and Technology
Hunan No6 Engineering Co Ltd
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Priority to CN202120502981.5U priority Critical patent/CN214696526U/en
Application granted granted Critical
Publication of CN214696526U publication Critical patent/CN214696526U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to a prefabricated scissors formula plate stair structure of segmentation, including prefabricated platform roof beam, bench board, overhanging landing slab, wherein overhanging landing slab divide into overhanging landing slab and lower overhanging landing slab, its characterized in that: fixing a prefabricated platform beam on a shear wall, then respectively lapping prefabricated upper and lower overhanging platform plates on the platform beam, sleeving the prefabricated platform beam with a steel bar through two reserved holes, later casting the reserved holes by using high-grade fine aggregate concrete, lapping the prefabricated bench plate on the upper and lower overhanging platform plates, sleeving the steel bar in the reserved holes, and finally casting the reserved holes to finish the installation of the prefabricated staircase. Therefore, through sectional prefabrication, the dead weight of each part of stair structure is reduced, the conventional tower crane can be adopted for installation, the problem that the large-tonnage tower crane or crane is required for installation in the conventional assembly of the integral stair is solved, all components are manufactured in a factory and installed on site, and the construction period is shortened. Meanwhile, the dead weight is reduced, the control difficulty in the installation process can be reduced, and the safety coefficient of the hoisting process is improved. The utility model discloses the cost is lower, simple to operate.

Description

Segmental prefabricated scissor type plate type stair structure
Technical Field
The utility model relates to an assembly building construction technical field, in particular to prefabricated scissors formula board-like stair structure of segmentation.
Background
Building industrialization refers to the large industrial production mode through modern manufacturing, transportation, installation and scientific management to replace the low-level, scattered and low-efficiency handicraft production mode in the traditional building industry. Therefore, the industrial preparation of the building industrial assembled prefabricated staircase conforms to the concept of building industrialization, and has the characteristics of uniform production, convenient transportation and hoisting, construction speed acceleration, construction precision improvement and resource consumption reduction.
The assembled integral stairway occupies an important position in the house industrialization, and due to the fact that the sizes of the stairways are well unified, a good opportunity is provided for large-area application of the prefabricated assembled integral stairway. The prefabricated integral stair is constructed in China, and the prefabricated integral stair is constructed in China at first, steel bars are embedded in cast-in-place beams in general, holes are reserved in prefabricated step plates, the reserved steel bars are sleeved in the reserved holes when the step plates are installed, the reserved holes are cast after fine stone concrete with the height higher than that of the step plates by one grade, and the prefabricated stair is installed. The prefabricated assembled integral stairway is mainly applied to the double-running stairway, and is applied to the scissors stairway less. Meanwhile, in the domestic application projects, the tower crane with larger hoisting capacity is required to be installed for hoisting the prefabricated part, and the cost of the tower crane is about 30 percent higher than that of the conventional project.
Therefore, in order to solve the above problems, it is necessary to provide a segmented prefabricated scissor type stair, which overcomes the above drawbacks of the prior art.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a prefabricated scissors formula board-like stair of segmentation has solved the overweight problem of full prefabricated stair hoist and mount.
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes:
the utility model provides a prefabricated scissors formula plate stair structure of segmentation, including prefabricated platform roof beam, bench board, overhanging landing slab, wherein overhanging landing slab divide into overhanging landing slab and lower overhanging landing slab, its characterized in that: fixing a prefabricated platform beam on a shear wall, then respectively lapping prefabricated upper and lower overhanging platform plates on the platform beam, sleeving the prefabricated platform beam with a steel bar through a reserved hole, later casting a reserved hole by using high-grade fine aggregate concrete, lapping the prefabricated bench plate on the upper and lower overhanging platform plates, sleeving the steel bar in the reserved hole, finally casting the reserved hole, and adopting the same process for construction of the stair on the other side to finally form the segmented prefabricated scissor type plate type stair structure.
Further, go up overhanging landing slab, be provided with two sets of nails that hang respectively on the ladder of overhanging landing slab and bench board down, make things convenient for the tower crane to install.
Furthermore, the steps of the upper overhanging platform plate, the lower overhanging platform plate and the ladder section plate are composed of ladders with right-angled triangles in cross section, and the triangular step plates are perforated in order to reduce the dead weight.
The utility model has the advantages and the beneficial effects that:
1. the utility model provides a pair of prefabricated scissors formula board-like stair structure of segmentation, the integral stair of assembly divide into the three-section, and every section can adopt conventional tower crane to hoist and mount, has solved and has assembled the problem that the integral stair of assembly adopted the tower crane or the crane of large-tonnage to install usually in the past, reduces installation cost.
2. The utility model provides a pair of prefabricated scissors formula board-like stair structure of segmentation, industrialization degree is higher, and the stair is whole for mill's preparation, field installation, and the stair shaping is of high quality, reduction in production cost, and it is convenient to transport, environmental protection economy.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a top view of the stair construction;
FIG. 3 is an effect diagram of a part of the staircase structure;
the various labels in the figure are:
1. a lower overhanging platform plate; 2. a bench plate; 3. an upper overhanging platform plate; 4. a platform beam; 5. a triangular step plate; 6. reserving holes; 7. pre-burying a hanging nail; 8. a shear wall.
Detailed Description
The present invention will be described in detail below with reference to the accompanying drawings.
As shown in fig. 1, the utility model relates to a prefabricated scissors formula plate stair structure of segmentation, including lower overhanging landing slab 1, bench board 2, go up overhanging landing slab 3, platform roof beam 4, triangle-shaped flier 5, reserve hole 6, pre-buried nail 7, shear force wall 8 of hanging. Stair structure include prefabricated platform roof beam 4, bench board 2, overhanging landing slab, wherein overhanging landing slab divide into and goes up overhanging landing slab 3 and lower overhanging landing slab 1. Wherein the tread of the ladder section is composed of tread 5 with right-angled triangle section. Fix prefabricated platform beam on shear force wall 8 earlier, then lower overhanging landing slab 1, go up overhanging landing slab 3 one end through with prefabricated platform beam 4 between the twice reserve hole 6 cup joint with the reinforcing bar, wait to pour and reserve the hole and fix the back, the bench board 2 is taken respectively at overhanging landing slab 1 down, go up the other end of overhanging landing slab 3, cup joint with the reinforcing bar through the reserve hole 6 between the bench board, and pour and reserve the hole, adopt same technology construction to opposite side stair, finally form a prefabricated scissors formula plate stair structure of segmentation.
As shown in figure 2, the upper and lower outwards extending platform plates and the bench plates are hoisted through the embedded hoisting nails 7 before being sleeved, and at the moment, the conventional tower cranes can be adopted to hoist respectively, so that the problem that the integral bench structure needs to be hoisted by the super-large power tower crane in the past is solved.
In summary, compared with the prior art, the method has the following beneficial effects: the embodiment of the utility model provides a to prefabricate the stair split back, the dead weight reduces for small-size tower crane also can satisfy the construction requirement, saves construction cost, reduces construction period, and simultaneously, the dead weight reduces the control degree of difficulty that can reduce in the installation, improves hoist and mount process factor of safety.
The above embodiments are only used to illustrate the technical solution of the present invention, and not to limit it; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention in its corresponding aspects.

Claims (3)

1. The utility model provides a prefabricated scissors formula plate stair structure of segmentation, including prefabricated platform roof beam, take the bench board of triangle step board, overhanging platform board, wherein overhanging platform board divide into overhanging platform board and overhanging platform board down, a serial communication port, fix prefabricated platform roof beam on the shear force wall earlier, then respectively with prefabricated on, overhanging platform board one end is taken on the platform roof beam down, cup joint with the reinforcing bar through two preformed hole ways, water the reservation hole behind the fine aggregate concrete of reuse higher grade, then take prefabricated bench board last, on the other end of overhanging platform board down, overlap the reinforcing bar in the reservation hole, pour the reservation hole at last, adopt same technology construction to opposite side stair, finally form a prefabricated scissors formula plate stair structure of segmentation.
2. The stair structure of claim 1, wherein the platform beams, the stair flights with triangular treads, and the overhanging platform are fabricated in a factory, installed on site, and formed in a good quality, thereby reducing production cost and construction period.
3. The stair structure of claim 1, wherein one end of the upper and lower overhanging platforms is attached to the prefabricated platform beam, and the stair plates are attached to the other end of the upper and lower overhanging platforms, and anchored by steel bars and poured to form a whole, thereby greatly improving the integrity and earthquake resistance.
CN202120502981.5U 2021-03-09 2021-03-09 Segmental prefabricated scissor type plate type stair structure Expired - Fee Related CN214696526U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120502981.5U CN214696526U (en) 2021-03-09 2021-03-09 Segmental prefabricated scissor type plate type stair structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120502981.5U CN214696526U (en) 2021-03-09 2021-03-09 Segmental prefabricated scissor type plate type stair structure

Publications (1)

Publication Number Publication Date
CN214696526U true CN214696526U (en) 2021-11-12

Family

ID=78570765

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120502981.5U Expired - Fee Related CN214696526U (en) 2021-03-09 2021-03-09 Segmental prefabricated scissor type plate type stair structure

Country Status (1)

Country Link
CN (1) CN214696526U (en)

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

Granted publication date: 20211112

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