CN109424201A - Center pillar hoisting is built in single industrial premises - Google Patents
Center pillar hoisting is built in single industrial premises Download PDFInfo
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- CN109424201A CN109424201A CN201710745073.7A CN201710745073A CN109424201A CN 109424201 A CN109424201 A CN 109424201A CN 201710745073 A CN201710745073 A CN 201710745073A CN 109424201 A CN109424201 A CN 109424201A
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- Prior art keywords
- column
- poured
- lifting
- cup
- rim
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The invention discloses center pillar hoisting is built in single industrial premises, these steps are finally fixed including basic preparation, the binding of column, the hanging liter of column, the correction of column, column, finally fixation can carry out after calibration, method is that the pea gravel concreten than one strength grade of pillar height is poured in the gap of suspension column and rim of a cup, completion is poured with secondary, it is poured into voussoir bottom surface for the first time, when the concrete poured for the first time reaches 25% strength grade, voussoir is extracted, then pea gravel concreten is poured to rim of a cup top surface.Hoisting of the present invention can quickly guarantee the stability of lifting, improve the service life of building.
Description
Technical field
The present invention relates to a kind of architectural construction technologies, and in particular to one kind builds center pillar slinger in single industrial premises
Skill.
Background technique
Building is based on timber buildings, and the traditional architecture in west is based on masonry structure.Modern building is then with steel
Based on reinforced concrete.
Chinese ancient architecture has simple simple and elegant style, is knot with yoke structure mainly using cogongrass, timber as construction material
Structure mode (components such as column, beam, a tree, used in making timber for boats, purlin, rafter) is combined according to actual size, shape and the spacing that structure needs.It is this
Building structure mode reflects the clear, orderly of ancient times patriarchal society structure and stablizes.Due to wooden material production beam column not
Huge inner space is easily formed, ancient architecture just dexterously using outport place, forms garden.Garden is the base of building
Our unit, it is both closed and open；Be both it is artificial and naturally, can bow and plant flowers, plants and trees, face upward and serve as a lookout
Cloud life becomes the another performance of ancients " harmony between man and nature " idea, also embodies Chinese's not only implicit introversion, but also pioneer and keep forging ahead
National character.The groups of building that ancient times somewhat larger building is all made of several gardens, single building and garden are along one
Move towards to arrange calmly, it is A distinction should be made between what is primary and what is secondary, there is climax to have transition, become the space for the depth that has levels, has, shows a kind of Chinese and chased after
The integrated beauty and deep beauty asked.Wherein palace, the building that temple one kind is more solemn, often one by one along central axes
It is longitudinally arranged key construction, monosymmetric arrangement secondary structure, arrangement balancing is unfolded, fascinating.
Ancients can achieve the effect that beauty with the design techniques such as balance, harmonious, symmetrical, light and shade axis very early.Ancient times
Weight artistic decoration is built, but uncomplicated, only makees emphasis decoration, such as window hood, lintel, ridge in main portions, layout is mostly to weigh
Square to development, skyscraper is not weighed, until there is building pagoda, high building is just able to prevailing after Buddhism is incoming.The one of building
Cutting art processing is also all processing to structural system and component, if color, decoration are in conjunction with component, constitute enrich it is gorgeous
Art achievements, carved beams and painted rafter, body are graceful and colorful；Couplet written on scrolls and hung on the pillars of a hall horizontal inscribed board, excites interest and charm and reverie is infinite, ancient architecture category
It is flouring, including palace, cemetery park, monastery, palace sight, gardens, bridge, tower brake etc..
Low efficiency is lifted for construction center pillar at present, and risk is big, causes the service life of building to reduce, sternly
Safety accident is even caused when weight.
Summary of the invention
The technical problem to be solved by the present invention is to lift low efficiency, and risk for construction center pillar at present
Greatly, and it is an object of the present invention to provide one kind builds center pillar hoisting in single industrial premises, solution at present hangs construction center pillar
Fill low efficiency, and the problem that risk is big.
The present invention is achieved through the following technical solutions:
Center pillar hoisting is built in single industrial premises, comprising the following steps:
(1) basic to prepare: it is basic to prepare to refer to that column lifting is preceding to bottom of a cup levelling and progress rim of a cup basis top surface snap the line, it is same with this
When, prefabricated post also should lift directrix in three face bullet of shaft, in capital, the installation center of the pop-up of bracket top surface roof truss and crane girder
Line；
(2) binding of column: after determining lashing location, the binding method that uses tiltedly to hang strapping and directly hanging strapping,
Tiltedly hanging strapping is the method used when the wide face bending stiffness of column is able to satisfy lifting requirements, and crampon is lower than capital, column
Hang oblique in the sky after rising, and directly hanging binding rule needs column to turn over, and crampon is higher than capital, is in the sky after column lifting
Vertical；
(3) column hangs liter: the lifting method that hangs of column has rotary process and coastdown, rotary process refers to when using bulk-breaking lift-on/lift-off system
When, prefabricated using diagonally disposed, working efficiency relatively high method when hanging liter of column；
(4) correction of column: correction is mainly verticality correction, and the inspection method of column vertical missing is with two theodolites
The verticality of column lifting directrix is checked from the adjacent both sides (sight should be substantially vertical with cylinder) of column；
(5) the last fixation of column: finally fixation can carry out after calibration, and method is poured in the gap of suspension column and rim of a cup
The pea gravel concreten than one strength grade of pillar height is built, completion is poured with secondary, is poured into voussoir bottom surface for the first time, when for the first time
When the concrete poured reaches 25% strength grade, voussoir is extracted, then pea gravel concreten is poured to rim of a cup top surface.
Compared with prior art, the present invention having the following advantages and benefits: hoisting of the present invention can be quick
The stability for guaranteeing lifting, improves the service life of building.
Specific embodiment
To make the objectives, technical solutions, and advantages of the present invention clearer, below with reference to embodiment, the present invention is made
Further to be described in detail, exemplary embodiment of the invention and its explanation for explaining only the invention, are not intended as to this
The restriction of invention.
Embodiment:
Center pillar hoisting is built in single industrial premises, comprising the following steps:
(1) basic to prepare: it is basic to prepare to refer to that column lifting is preceding to bottom of a cup levelling and progress rim of a cup basis top surface snap the line, it is same with this
When, prefabricated post also should lift directrix in three face bullet of shaft, in capital, the installation center of the pop-up of bracket top surface roof truss and crane girder
Line；
(2) binding of column: after determining lashing location, the binding method that uses tiltedly to hang strapping and directly hanging strapping,
Tiltedly hanging strapping is the method used when the wide face bending stiffness of column is able to satisfy lifting requirements, and crampon is lower than capital, column
Hang oblique in the sky after rising, and directly hanging binding rule needs column to turn over, and crampon is higher than capital, is in the sky after column lifting
Vertical；
(3) column hangs liter: the lifting method that hangs of column has rotary process and coastdown, rotary process refers to when using bulk-breaking lift-on/lift-off system
When, prefabricated using diagonally disposed, working efficiency relatively high method when hanging liter of column；
(4) correction of column: correction is mainly verticality correction, and the inspection method of column vertical missing is with two theodolites
The verticality of column lifting directrix is checked from the adjacent both sides (sight should be substantially vertical with cylinder) of column；
(5) the last fixation of column: finally fixation can carry out after calibration, and method is poured in the gap of suspension column and rim of a cup
The pea gravel concreten than one strength grade of pillar height is built, completion is poured with secondary, is poured into voussoir bottom surface for the first time, when for the first time
When the concrete poured reaches 25% strength grade, voussoir is extracted, then pea gravel concreten is poured to rim of a cup top surface.
Hoisting of the present invention can quickly guarantee the stability of lifting, improve the service life of building.
Above-described specific embodiment has carried out further the purpose of the present invention, technical scheme and beneficial effects
It is described in detail, it should be understood that being not intended to limit the present invention the foregoing is merely a specific embodiment of the invention
Protection scope, all within the spirits and principles of the present invention, any modification, equivalent substitution, improvement and etc. done should all include
Within protection scope of the present invention.
Claims (1)
1. building center pillar hoisting in single industrial premises, which comprises the following steps:
(1) basic to prepare: it is basic to prepare to refer to that column lifting is preceding to bottom of a cup levelling and progress rim of a cup basis top surface snap the line, at the same time,
Prefabricated post also should lift directrix in three face bullet of shaft, in capital, the installation center line of the pop-up of bracket top surface roof truss and crane girder；
(2) binding of column: after determining lashing location, the binding method used tiltedly hangs tiltedly to hang strapping and directly hanging strapping
Strapping is the method used when the wide face bending stiffness of column is able to satisfy lifting requirements, and crampon is lower than capital, and column hangs liter
It is oblique in the sky afterwards, and directly hanging binding rule needs column to turn over, crampon is higher than capital, in the sky in upright after column lifting
Shape；
(3) column hangs liter: the lifting method that hangs of column has rotary process and coastdown, rotary process refers to when using bulk-breaking lift-on/lift-off system, column
Prefabricated using diagonally disposed, working efficiency relatively high method when hanging liter；
(4) correction of column: correction is mainly verticality correction, and the inspection method of column vertical missing is with two theodolites from column
Adjacent both sides (sight should be substantially vertical with cylinder) check column lifting directrix verticality；
(5) the last fixation of column: finally fixation can carry out after calibration, and method is that ratio is poured in the gap of suspension column and rim of a cup
The pea gravel concreten of one strength grade of pillar height pours completion with secondary, voussoir bottom surface is poured into for the first time, when what is poured for the first time
When concrete reaches 25% strength grade, voussoir is extracted, then pea gravel concreten is poured to rim of a cup top surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710745073.7A CN109424201A (en) | 2017-08-25 | 2017-08-25 | Center pillar hoisting is built in single industrial premises |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710745073.7A CN109424201A (en) | 2017-08-25 | 2017-08-25 | Center pillar hoisting is built in single industrial premises |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109424201A true CN109424201A (en) | 2019-03-05 |
Family
ID=65501303
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710745073.7A Withdrawn CN109424201A (en) | 2017-08-25 | 2017-08-25 | Center pillar hoisting is built in single industrial premises |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109424201A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112647590A (en) * | 2020-12-01 | 2021-04-13 | 河北建工集团有限责任公司 | Construction method for prefabricated assembled reinforced concrete beam column steel node prefabricated combination column |
-
2017
- 2017-08-25 CN CN201710745073.7A patent/CN109424201A/en not_active Withdrawn
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112647590A (en) * | 2020-12-01 | 2021-04-13 | 河北建工集团有限责任公司 | Construction method for prefabricated assembled reinforced concrete beam column steel node prefabricated combination column |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20190305 |
|
| WW01 | Invention patent application withdrawn after publication |