CN106258555A - Prefabricated assembled greening flower pond construction method for hanging - Google Patents

Prefabricated assembled greening flower pond construction method for hanging Download PDF

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Publication number
CN106258555A
CN106258555A CN201610610001.7A CN201610610001A CN106258555A CN 106258555 A CN106258555 A CN 106258555A CN 201610610001 A CN201610610001 A CN 201610610001A CN 106258555 A CN106258555 A CN 106258555A
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CN
China
Prior art keywords
component
flower pond
carry out
construction method
greening flower
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.)
Pending
Application number
CN201610610001.7A
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Chinese (zh)
Inventor
陈祖新
冯超
张银强
郭佳理
黄鑫洪
樊彬彬
黄华
陈晨
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LONGXIN CONSTRUCTION GROUP CO Ltd
Original Assignee
LONGXIN CONSTRUCTION GROUP 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 LONGXIN CONSTRUCTION GROUP CO Ltd filed Critical LONGXIN CONSTRUCTION GROUP CO Ltd
Priority to CN201610610001.7A priority Critical patent/CN106258555A/en
Publication of CN106258555A publication Critical patent/CN106258555A/en
Pending legal-status Critical Current

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Classifications

    • AHUMAN NECESSITIES
    • A01AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
    • A01GHORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
    • A01G9/00Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
    • A01G9/02Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers

Abstract

The invention provides a kind of prefabricated assembled greening flower pond construction method for hanging, adjust the steps such as absolute altitude, component slowly land, flower pond corrugated tube alignment reserved steel bar, flower pond filleting are closely knit including suspension centre installation, tower crane handling, steel plate washer.Use the construction method that the present invention provides, compared with the construction method in traditional architecture industry so that prefabricated assembled greening flower pond installation is convenient, reliable in quality, improves labor productivity, energy-saving and emission-reduction remarkable benefit.

Description

Prefabricated assembled greening flower pond construction method for hanging
Technical field
The present invention relates to the realm of building construction, a kind of prefabricated assembled greening flower pond construction method for hanging.
Background technology
For a long time, China's building trade mainly uses traditional situ wet operating type, design-build work extensive, on-the-spot Industry condition is poor, labor intensity is high, spillage of material and building waste amount is big, industrialization degree is low, with country-driven energy-conservation, subtract The policies such as row, environmental protection are inharmonious.
Tradition cast-in-place concrete structure construction, from set up support for shuttering, assembling reinforcement, to casting concrete, all construction Scene completes, and situ wet workload is big.Job site generally exist noise disturb residents, dust pollution;Template consumes big, workmen Many, labor intensity is big, and construction speed is slow, and the construction period is long, big by effect of natural conditions, concrete appearance and Control of Internal Quality The shortcomings such as difficulty.
Summary of the invention
The present invention is to solve problem of the prior art, it is provided that a kind of prefabricated assembled greening flower pond lifting construction side Method so that prefabricated assembled greening flower pond installation is convenient, reliable in quality, improves labor productivity, energy-saving and emission-reduction benefit Significantly.
The method of work that the present invention provides comprises the following steps:
1) prefabricated assembled for finished product greening flower pond is transported at construction carry out quality inspection, after quality inspection is qualified, concentrates stacking;
2) installing suspension centre, using prefabricated assembled greening flower pond as component, utilize suspension centre to be connected with suspender by component, described hangs Point includes rotating hoisting ring and suspension hook;
3) being connected on tower crane by rope by suspender, utilize tower crane to carry out handling, handling process comprises the following steps, first by tower Hang slowly lifting, treat that rope stretches, after determining that suspender etc. firmly installs, winch to component, overhead at 1m, hold component, then enter The at the uniform velocity handling of row component;
4) member bottom section employing steel plate washer carries out absolute altitude control, utilizes level gauge to carry out absolute altitude according to elevation control and accurately copies survey Work, copies after survey completes, and elevation control steel plate washer forbids touching and mobile.
5) at component is winched to 1 meter from flooring, stabilizing member, slowly guides component to specifying at the 50cm of position, adjusts Member position, makes the corrugated tube cavity bottom the reserved steel bar head alignment members of appointment location plate face, slowly inserts, and component is preliminary After in place, crowbar is used to carry out the adjustment of member position;When component is in place, operating personnel should be reminded, it is to avoid industrial accident Generation;
6) grouting of component corrugated tube connects operation, and first, component uses cement mortar to block, so with the gap of flooring After, use high strength grout to carry out corrugated tube grouting, after confirming that all of corrugated tube is all filled up by grouting material, complete grouting Connect operation;
7) component and other interstructural gaps, first use polyethylene bar to carry out stuff up a crack, then carry out filleting by cement mortar.
The present invention has the beneficial effects that:
1, prefabricated assembled greening flower pond design standard, production precision height: take full advantage of the advantage that element factory metaplasia is produced, right Sectional dimension and the arrangement of reinforcement in prefabricated colored pond are designed for uniformity, it is ensured that prefabricated colored pond production standard.In process of production, in advance The production precision of the system flower sectional dimension in pond, corrugated tube position and the flatness of component, perpendicularity proposes strict requirements, and adopts Produce prefabricated colored pond with mechanized equipment, be conducive to improving precision, can guarantee that again the quality of architectural engineering.
2, situ wet workload reduces: for comparing more traditional form of construction work, use prefabricated assembled greening flower pond to hang Dress construction, job site formwork erection area reduces, and reinforcing bar and concrete field engineering amount reduce, and situ wet workload significantly subtracts Few.
3, labor efficiency is high, the reduction of erection time: cast-in-place structural must carry out reinforcing bar binding at operating surface, template is propped up to compare tradition If, concreting etc., unified for traditional operating surface operation transferring to, is given birth to by prefabricated assembled greening flower pond lifting construction by factory Producing, largely reduce the difficulty of construction of operating surface, decrease the working procedure of operating surface, labor efficiency has obtained the biggest Improving, the duration significantly shortens.
4, structural safety is reliable, and hidden danger is few: the stress characteristic of the straight greening flower pond of root prefabricated uses specific corrugated tube to fill Slurry connected mode is connected with cast-in-place structural, meets structural bearing capacity and deformation requirements, and prefabricated colored pond component connects reliable, full The safety of foot structure and durability.
5, energy-saving and emission-reduction remarkable benefit: prefabricated colored pond factorial praluction, decreases construction material loss;Situ wet operation shows Write and reduce, reduce the generation of building waste;Formwork erection area reduces, and reduces timber usage amount;Reinforcing bar and concrete are existing Quantities reduces, and reduces the utility requirements at scene, decreases the discharge of the pollutant such as construction noise, flue dust, energy-conservation subtracts Row's remarkable benefit.
Detailed description of the invention
The prefabricated assembled greening flower pond construction method for hanging that the present invention provides mainly includes suspension centre installation → tower crane handling → steel plate washer adjusts absolute altitude → component and slowly lands → spend the steps such as corrugated tube alignment reserved steel bar → flower pond filleting in pond is closely knit, has Body step is as follows:
1) prefabricated assembled for finished product greening flower pond is transported at construction carry out quality inspection, after quality inspection is qualified, concentrates stacking;
2) suspension centre is installed, using prefabricated assembled greening flower pond as component, utilizes suspension centre to be connected with suspender by component, described Suspension centre includes rotating hoisting ring and suspension hook;
3) being connected on tower crane by rope by suspender, utilize tower crane to carry out handling, handling process comprises the following steps, first by tower Hang slowly lifting, treat that rope stretches, after determining that suspender etc. firmly installs, winch to component, overhead at 1m, hold component, then enter The at the uniform velocity handling of row component;
4) member bottom section employing steel plate washer carries out absolute altitude control, utilizes level gauge to carry out absolute altitude according to elevation control and accurately copies survey Work, copies after survey completes, and elevation control steel plate washer forbids touching and mobile.
5) at component is winched to 1 meter from flooring, stabilizing member, slowly guides component to specifying at the 50cm of position, adjusts Member position, makes the corrugated tube cavity bottom the reserved steel bar head alignment members of appointment location plate face, slowly inserts, and component is preliminary After in place, crowbar is used to carry out the adjustment of member position;When component is in place, operating personnel should be reminded, it is to avoid industrial accident Generation;
6) grouting of component corrugated tube connects operation, and first, component uses cement mortar to block, so with the gap of flooring After, use high strength grout to carry out corrugated tube grouting, after confirming that all of corrugated tube is all filled up by grouting material, complete grouting Connect operation;
7) component and other interstructural gaps, first use polyethylene bar to carry out stuff up a crack, then carry out filleting by cement mortar.
The material requirements that engineering uses is as follows:
1, prefabricated assembled greening flower pond built-in fitting connects and firmly, and must must not use defective material.
2, prefabricated assembled greening flower pond installation connection high strength grout has to comply with design requirement and is correlated with existing The regulation of national standard.
3, prefabricated assembled greening flower pond stuff up a crack polyethylene bar and cement mortar have to comply with design requirement and phase Close the regulation of existing national standards.
The present invention specifically plant used is as shown in the table:
Quality control standard is as follows:
1 " unified standard for constructional quality " (GB 50300-2013)
2 " concrete structure engineering construction quality accident specification " (GB 50204-2015)
3 " concrete structure engineering job specfication " (GB 50666-2011)
4 " concrete structure construction specification " (GB 50666-2011)
5 " prefabricated concrete structure technical regulation " (JGJ 1-2014)
6 " reinforced bar sleeve grouting connects application technology code " (JGJ 355-2015)
7 " bar connecting grout sleeve " (JG/T 398-2012)
8 " bar connecting sleeve grouting material " (JG/T 408-2013)
The 9 corresponding construction drawings of correlation engineering
Quality assurance measure is as follows:
One, prefabricated assembled greening flower pond and the site acceptance of high strength grout
1 prefabricated assembled greening flower pond should show production unit, component model, date of manufacture and inspection of quality mark at obvious position Will.
The specification of built-in fitting, joint bar and reserving hole, position and the quantity of 2 prefabricated assembled greening flower ponds answer conformance with standard Figure or the requirement of design.
3 prefabricated assembled greening flower ponds should not have an impact structural behaviour and installation, the dimensional discrepancy of use function.To exceeding Permissible variation in dimension and affect structural behaviour and installation, the position of use function, should be processed by corresponding technical scheme, and Reexamine examination.
4 according to " permitting of prefabricated components size in " concrete structure engineering construction quality accident specification " GB 50204-2015 Permitted deviation and the method for inspection " carry out prefabricated vertical greening flower pond inspection of marching into the arena.The tolerance of prefabricated colored pool size and inspection Proved recipe method refers to following table.
Note: (1) checks centrage, bolt and during position, duct, should measure along longitudinal and transverse two directions, and take therein relatively Big value;
(2) to beginning complexity or the component of particular/special requirement, its dimensional discrepancy answers the requirement that conformance with standard atlas designs.
When 5 grouting materials are marched into the arena, reply grouting material mixture 30min fluidity, bleeding and 1d comprcssive strength, 3d pressure resistance Degree, 28d comprcssive strength, 3h vertical expansion ratio, 24h with 3h vertical expansion ratio difference are tested, and assay should meet " reinforcing bar Sleeve grouting connects application technology code " pertinent regulations of JGJ 355-2015 the 3.1.3 article.Grouting material comprcssive strength, grouting Material vertical expansion ratio, the service behaviour of grouting material mixture should meet the requirement of following table.
Grouting material comprcssive strength requirement
1d ≧35
3d ≧60
28d ≧85
Note: grouting material compression strength test size should be made by 40mm × 40mm × 160mm size, and its amount of water should be by grouting material Product description determines, test specimen should be by standard method making, maintenance.
Grouting material vertical expansion ratio requirement
Project Vertical expansion ratio (%)
3h ≧0.02
24h Yu 3h difference 0.02~0.5
Grouting material fluidity requirement
Two, prefabricated vertical greening flower pond in-site installation is checked and accepted
According to " fabricated construction permissible variation in dimension and inspection party in " prefabricated concrete structure technical regulation " JGJ 1-2014 Method " carry out prefabricated vertical greening flower pond installation check and accept.Prefabricated colored pond lifting tolerance and method of inspection table such as following table institute Show.
Prefabricated colored pond lifting tolerance and method of inspection table
Project Tolerance The method of inspection
Axis centre line is to axial location 5 Dipstick metering checks
Component absolute altitude ±5 Level gauge or dipstick metering inspection
Component perpendicularity 5 2m guiding ruler checks
Adjacent members flatness 5 Steel ruler, clearance gauge measure
Component shelving length ±10 Dipstick metering checks
Three, the ruggedness test of grouting material in grouting construction
In 1 grouting construction, the 28d comprcssive strength of grouting material should meet the regulation of table 7.2.1-5-1, for checking comprcssive strength Grouting material test specimen should make at the construction field (site), and the teams and groups that often work must not sample less than 1 time, and every floor must not sample less than 3 times.Often The test specimen of secondary 1 group of 40mm × 40mm × 160mm of extraction, carries out compressive strength test after standard curing 28d.
2, when grouting material comprcssive strength in work progress, grouting quality are undesirable, should be proposed technology by unit in charge of construction Processing scheme, processes after management, designing unit's accreditation.Position after treatment is checked and accepted again.
Safety measure is as follows:
1 policy conscientiously implementing " Safety first, precaution crucial ", according to the provisions of the relevant regulations issued by the State, regulations, in conjunction with actual situations of construction With the feature of engineering, form special safety management group, perform system of responsibility in safe production, specify the responsibility of personnel at different levels, grab The safety in production of good engineering.
Before 2 liftings all crane gears and instrument are carried out the inspection of necessity, repairs, test and test running.
3 participate in work high above the ground personnel through strict physical examination, and should should grasp lifting operation operation sequence, arrange safely The pertinent regulations such as executing, hoisting process must have full-time security official on the scene.
4 situations that should observe crane gear and instrument in hoisting process at any time, when finding about stablizing any of aspect During query, should quit work immediately, check.The lifting of crane gear and instrument should meet design code.
5, the personnel of high-altitude application, strictly observe during work high above the ground in " construction high-rise working technical specification of security " Pertinent regulations, time on duty, Safety helmets must be worn, seat belt, wears on-slip shoes.The hook of seat belt should tie up to the master fixed Want on component, forbid tying up on movable component.
The wind-force of more than 6 six grades, must not carry out lifting work.
Environmental practice is as follows:
After 1 prefabricated assembled greening flower pond is marched into the arena, should concentrate and be deposited in the component stacking region prearranged, accomplish reasonable profit Use construction land tenure.
2 constructions strictly control airborne dust, noise, solid waste and waste water.
After 3 every days constructed, the waste material of timely site clearing, accomplish that the complete field of work is clear, it is to avoid pollute job site.
Application example:
1 certain government affair centre north side parking complex building
Certain government affair centre north side parking building project, architecture structure form is fabricated assembly overall framework cast-in-place shear wall Structure, overall floorage is 48972.21, wherein aboveground area 42085.27, underground area 6886.94, building height For 57.15m, 2 layers, underground, 16 layers on the ground;2~7 layers of standard floor height 3.2m, 9~16 layers of standard floor height 3.6m;Two layers to 16 layers Prefabricated construction, including pillar, exterior wall cladding, prefabricated Hua Chi, beam, superimposed sheet, staristep etc..
2 certain square one phase 5# building
Certain square one phase 5# building engineering, architecture structure form is fabricated assembly overall shear wall structure, and overall floorage is 9265.69, wherein aboveground area 8943.05, underground area 322.64, building height is 87.15m, 1 layer, underground, ground Upper 30 layers, standard floor height 3.0m;Five layers to 30 layers prefabricated construction, including exterior wall, interior wall, prefabricated Hua Chi, beam, overlapping Plate, staristep etc..
Above-mentioned application example is all constructed under closed environment, is not result in that construction method is divulged a secret.
The concrete application approach of the present invention is a lot, and the above is only the preferred embodiment of the present invention, it is noted that for For those skilled in the art, under the premise without departing from the principles of the invention, it is also possible to make some improvement, this A little improvement also should be regarded as protection scope of the present invention.

Claims (4)

1. a prefabricated assembled greening flower pond construction method for hanging, it is characterised in that comprise the following steps:
1) prefabricated assembled for finished product greening flower pond is transported at construction carry out quality inspection, after quality inspection is qualified, concentrates stacking;
2) suspension centre is installed, using prefabricated assembled greening flower pond as component, utilizes suspension centre to be connected with suspender by component;
3) suspender is connected on tower crane by rope, utilizes tower crane to carry out handling;
4) member bottom section employing steel plate washer carries out absolute altitude control, utilizes level gauge to carry out absolute altitude according to elevation control and accurately copies survey Work;
5) at component is winched to 1 meter from flooring, stabilizing member, slowly guides component to specifying at the 50cm of position, adjusts component Position, makes the corrugated tube cavity bottom the reserved steel bar head alignment members of appointment location plate face, slowly inserts, and component is the most in place After, use crowbar to carry out the adjustment of member position;
6) grouting of component corrugated tube connects operation, and first, component uses cement mortar to block, so with the gap of flooring After, use high strength grout to carry out corrugated tube grouting, after confirming that all of corrugated tube is all filled up by grouting material, complete grouting Connect operation;
7) component and other interstructural gaps, first use polyethylene bar to carry out stuff up a crack, then carry out filleting by cement mortar.
Assembled greening flower pond construction method for hanging processed the most according to claim 1, it is characterised in that: step 2) described in Suspension centre includes rotating hoisting ring and suspension hook.
Assembled greening flower pond construction method for hanging processed the most according to claim 1, it is characterised in that: described in step 3) Handling process comprises the following steps, and is first slowly promoted by tower crane, treats that rope stretches, after determining that suspender etc. firmly installs, by component Winch to, overhead at 1m, hold component, then carry out the at the uniform velocity handling of component.
Assembled greening flower pond construction method for hanging processed the most according to claim 1, it is characterised in that: step 4) is copied and has been surveyed Cheng Hou, elevation control steel plate washer is forbidden touching and moves.
CN201610610001.7A 2016-07-28 2016-07-28 Prefabricated assembled greening flower pond construction method for hanging Pending CN106258555A (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2752372Y (en) * 2004-09-23 2006-01-18 昆明理工大学 Finit cohesive steel strand for integrated prestress assembling plate-column structure
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CN104032967A (en) * 2014-06-30 2014-09-10 龙信建设集团有限公司 Hoisting construction method for prefabricated assembly-type frame structure members
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CN104314314A (en) * 2014-11-17 2015-01-28 中冶建筑研究总院有限公司 Grouting connection construction method
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CN205367457U (en) * 2016-02-19 2016-07-06 龙信建设集团有限公司 Cast member installs special hoist

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2752372Y (en) * 2004-09-23 2006-01-18 昆明理工大学 Finit cohesive steel strand for integrated prestress assembling plate-column structure
CN103422672A (en) * 2013-08-29 2013-12-04 杜新智 Construction method for reinforced concrete prefabricated house
CN105019653A (en) * 2014-04-28 2015-11-04 中国二十冶集团有限公司 Construction method for prefabricated assembled concrete underflow pump station
CN104032967A (en) * 2014-06-30 2014-09-10 龙信建设集团有限公司 Hoisting construction method for prefabricated assembly-type frame structure members
CN104131707A (en) * 2014-08-08 2014-11-05 青岛海川建设集团有限公司 Prestressed structure pore passage grouting device and construction method of prestressed structure pore passage grouting device
CN104314314A (en) * 2014-11-17 2015-01-28 中冶建筑研究总院有限公司 Grouting connection construction method
CN105275208A (en) * 2015-09-30 2016-01-27 长沙远大住宅工业集团有限公司 Prefabricated out-hung wall panel construction method
CN205367457U (en) * 2016-02-19 2016-07-06 龙信建设集团有限公司 Cast member installs special hoist

Non-Patent Citations (2)

* Cited by examiner, † Cited by third party
Title
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Application publication date: 20170104