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CN203129459U - Fixed precast concrete ladder end support - Google Patents

Fixed precast concrete ladder end support Download PDF

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Publication number
CN203129459U
CN203129459U CN 201320108230 CN201320108230U CN203129459U CN 203129459 U CN203129459 U CN 203129459U CN 201320108230 CN201320108230 CN 201320108230 CN 201320108230 U CN201320108230 U CN 201320108230U CN 203129459 U CN203129459 U CN 203129459U
Authority
CN
China
Prior art keywords
precast concrete
concrete prefabricated
end support
prefabricated stair
ribbet
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 - Lifetime
Application number
CN 201320108230
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Chinese (zh)
Inventor
张利新
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.)
XINJIANG SEVEN STAR CONSTRUCTION & TECHNOLOGY Co Ltd
Original Assignee
XINJIANG SEVEN STAR CONSTRUCTION & TECHNOLOGY 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 XINJIANG SEVEN STAR CONSTRUCTION & TECHNOLOGY Co Ltd filed Critical XINJIANG SEVEN STAR CONSTRUCTION & TECHNOLOGY Co Ltd
Priority to CN 201320108230 priority Critical patent/CN203129459U/en
Application granted granted Critical
Publication of CN203129459U publication Critical patent/CN203129459U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a fixed precast concrete ladder end support comprising a cast-in-site concrete beam, a reserved steel tie, a reserved joint bar, a precast concrete ladder, a rabbet, 1:3 cement mortar base mortar and C35 minimum expansive grouting cement. The fixed precast concrete ladder end support has the advantages that the precast concrete ladder fixed end support is compact in structural design, convenient to construct and low in production cost, can effectively solve the problems of structural damages caused by earthquake load deformation and temperature deformation, and can be widely applied in the precast process.

Description

A kind of concrete prefabricated stair fixed end bearing
Technical field
The utility model relates to concrete prefabricated stair, particularly a kind of design of concrete prefabricated stair fixed end bearing.
Background technology
Constantly bringing forth new ideas and develop along with builing industry, constantly riseing of the market price of labour power, the increase of the building costs of Yin Faing thereupon, builing industry certainty progressively develops to the direction of industrialization, batch production, along with fabricated Building technology is more and more ripe and perfect, builing industry uses the assembling pattern to get more and more, and the part that precast stair can not lack as fabricated construction will inevitably large-scale promotion application.
Yet, apply the key issue that concrete prefabricated stair will solve antidetonation distortion and temperature deformation, according to test repeatedly, precast stair adopts an end to fix the design that an end slides, be the regulation that meets according to earthquake resistant design code, therefore solve the key issue that precast stair fixed end bearing problem becomes this technology.
The utility model content
The purpose of this utility model provides a kind of fixed end bearing for the concrete prefabricated stair that prevent seismic load distortion and temperature deformation, and the scope of application is more extensive.
For achieving the above object, the technical solution adopted in the utility model is:
A kind of concrete prefabricated stair fixed end bearing comprises cast-in-situ concrete beam, reservation steel tie, reservation joint bar, concrete prefabricated stair, ribbet, 1:3 cement mortar seat slurry and C35 micro expanding cement grout.
Wherein, bury underground on the described cast-in-situ concrete beam and reserve steel tie, reserve joint bar, bury the reservation steel tie underground on the described concrete prefabricated stair, described concrete prefabricated stair front end is provided with ribbet, described cast-in-situ concrete beam is with 1:3 cement mortar seat slurry, and the C35 micro-expansion cement is filled in the described ribbet.
Wherein, described reservation joint bar is arranged in ribbet, is embedded in described C35 micro expanding cement grout layer inside.
Beneficial effect:
1, utilizes designs such as cast-in-situ concrete beam, reservation steel tie, reservation joint bar, concrete prefabricated stair, ribbet, 1:3 cement mortar seat slurry and C35 micro expanding cement grout, be easy to construction and installation, effectively solved the problem of the structural deterioration that concrete prefabricated stair cause owing to seismic load distortion and temperature deformation.
2, compact structure design, convenient construction, cost is low.
3, overcome the on-the-spot formwork difficulty of cast-in-place stair, the constuction joint quality is wayward, and the amount of labour used and the big shortcoming of timber consumption can be in the precasting process extensive uses.
Description of drawings
Fig. 1 is the external view of precast stair of the present utility model;
Fig. 2 is the section drawing of precast stair of the present utility model;
Fig. 3 is precast stair construction process figure.
Among the figure: 1 is cast-in-situ concrete beam; 2 for reserving steel tie; 3 for reserving joint bar; 4 is concrete prefabricated stair; 5 is the ribbet of precast stair; 6 is 1:3 cement mortar seat slurry; 7 is the C35 micro expanding cement grout.
The specific embodiment
As Fig. 1, shown in Figure 2, concrete prefabricated stair fixed end bearing of the present utility model, comprise cast-in-situ concrete beam, reserve steel tie, reserve joint bar, concrete prefabricated stair, ribbet, 1:3 cement mortar seat slurry and C35 micro expanding cement grout, it is characterized in that, bury the reservation steel tie underground at cast-in-situ concrete beam, reserve joint bar, for concrete prefabricated stair provide a reliable fixed end, in the process of the distortion of stair antidetonation and temperature deformation, provide a fixed end bearing, thereby avoid being out of shape the structural deterioration to concrete prefabricated stair, reach the controlled purpose of safety, fundamentally solve the key issue that concrete prefabricated stair antidetonation distortion and temperature deformation destroy.
As shown in Figure 3, the job practices of concrete prefabricated stair fixed end bearing of the present utility model may further comprise the steps:
(1) cast-in-situ concrete beam is together built with the building main body and is finished, simultaneously pre-buried steel tie and joint bar;
(2) precast concrete precast stair, pre-buried bench steel tie is finished the concrete ribbet design of stair in bench simultaneously;
(3) behind the 1:3 cement mortar seat slurry, carry out the lifting of precast concrete stair and install, installation quality is checked, reach qualified requirement;
(4) between cast-in-situ concrete beam and precast concrete precast stair, carry out the C35 micro expanding cement grout.
It should be noted that at last: obviously, above-described embodiment only is for the utility model example clearly is described, and is not the restriction to embodiment.For those of ordinary skill in the field, can also make other changes in different forms on the basis of the above description.Here need not also can't give all embodiments exhaustive.And the apparent variation of being amplified out thus or change still are among the protection domain of the present utility model.

Claims (2)

1. concrete prefabricated stair fixed end bearing, it is characterized in that: comprise cast-in-situ concrete beam, reservation steel tie, reservation joint bar, concrete prefabricated stair, ribbet, 1:3 cement mortar seat slurry and C35 micro expanding cement grout, bury underground on the described cast-in-situ concrete beam and reserve steel tie, reserve joint bar, bury the reservation steel tie underground on the described concrete prefabricated stair, described concrete prefabricated stair front end is provided with ribbet, described cast-in-situ concrete beam is with 1:3 cement mortar seat slurry, and the C35 micro-expansion cement is filled in the described ribbet.
2. concrete prefabricated stair fixed end bearing according to claim 1, it is characterized in that: described reservation joint bar is arranged in ribbet, is embedded in described C35 micro expanding cement grout layer inside.
CN 201320108230 2013-03-11 2013-03-11 Fixed precast concrete ladder end support Expired - Lifetime CN203129459U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN 201320108230 CN203129459U (en) 2013-03-11 2013-03-11 Fixed precast concrete ladder end support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN 201320108230 CN203129459U (en) 2013-03-11 2013-03-11 Fixed precast concrete ladder end support

Publications (1)

Publication Number Publication Date
CN203129459U true CN203129459U (en) 2013-08-14

Family

ID=48937452

Family Applications (1)

Application Number Title Priority Date Filing Date
CN 201320108230 Expired - Lifetime CN203129459U (en) 2013-03-11 2013-03-11 Fixed precast concrete ladder end support

Country Status (1)

Country Link
CN (1) CN203129459U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112814294A (en) * 2020-12-29 2021-05-18 北京观唐城投建设有限公司 Novel tongue-and-groove connecting structure of precast concrete ladder beam and construction process thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112814294A (en) * 2020-12-29 2021-05-18 北京观唐城投建设有限公司 Novel tongue-and-groove connecting structure of precast concrete ladder beam and construction process thereof

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Granted publication date: 20130814