CN107859331A - Reinforced concrete anchors fill the method for construction of formula house - Google Patents

Reinforced concrete anchors fill the method for construction of formula house Download PDF

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Publication number
CN107859331A
CN107859331A CN201711055009.2A CN201711055009A CN107859331A CN 107859331 A CN107859331 A CN 107859331A CN 201711055009 A CN201711055009 A CN 201711055009A CN 107859331 A CN107859331 A CN 107859331A
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CN
China
Prior art keywords
construction
house
reinforced concrete
concrete
dress formula
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Application number
CN201711055009.2A
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Chinese (zh)
Inventor
鲁中锦
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鲁中锦
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Priority to CN201711055009.2A priority Critical patent/CN107859331A/en
Publication of CN107859331A publication Critical patent/CN107859331A/en

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR OTHER BUILDING AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work

Abstract

The invention discloses a kind of method of construction of reinforced concrete anchors dress formula house, the method for construction of reinforced concrete anchors dress formula house concretely comprises the following steps;Step 1:Dispensing, wash material;Step 2:Net muscle welds;Step 3:Lift into mould;Step 4:Door and window is integrally upper;Step 5:Pipeline is default in place;Step 6:Spool is laid;Step 7:Switch enclosure is upper;Step 8:Air-free concrete stirs;Step 9:It is pumped into mould;Step 10:Automatically shake close;Step 11:Dormancy;Step 12:Automatic demoulding;Step 13:Installation.The present invention it be different from all kinds of pin-connected panel houses under the external all technical backgrounds of current state Inner, overcome the missing of pin-connected panel house, it utilizes all steel reinforced concrete one-shot forming, form overall plate formula wall, floor face, pitched roof etc., mutual anchor closes between monoblock, realizes that pile foundation is closed with ground circle fine strain of millet, the mutual anchor of wall, gives up the structure of beam column of traditional residential, construction precision is high, and speed is fast.

Description

Reinforced concrete anchors fill the method for construction of formula house

Technical field

The present invention relates to reinforced concrete anchors dress formula residence technology field, more particularly to a kind of reinforced concrete anchors dress formula to live The method of construction of residence.

Background technology

At present it is domestic, external this kind of product species is various, but can not accomplish bar none for start future passive type Green building provides model listing;Be not suitable with house batch production all standing production, accomplish low cost, low consumption, the construction period soon, The characteristics such as seismic behavior height, validity period limit for length, air-tightness are good, insulation, low power consuming;Corresponding difficulty in comprehensive rural housing construction Topic, with pin-connected panel house in the market, summarizes existing species several classes as follows:

Steel structure assembling formula house:

Feature:Because pattern is relatively more, scale is changeable, and utilization is relatively broad, but construction cost is too high, construction period It is longer, and the defects of natural be present in Anticorrosive Character due to steel and fatigue properties, therefore, the service life and cycle in house have Wait to improve, seismic behavior is poor, the inadequate natural endowment of many objective reality such as poor air-tightness, inadaptable to apply to vast rural area, it is excellent its The low-rise dwelling construction for being remote Poor Mountainous Area is not preferably that peasant is received the most, or construction cost is too high, maintenance expense With excessive.

Steel reinforced concrete combination pin-connected panel house:

Feature:A kind of dwelling construction mode for comparing steel structure assembling formula and generating, house framework is built using steel profile, Again with concrete prefabricated plate, it is installed on framework, forms a closing space, but such house and steel structure assembling formula Shortcoming is substantially similar, is slightly reduced only in wall cost, and because concrete prefabricated plate is unsuitable blocked up, it is indoor Air-tightness cannot ensure, more time-consuming during construction, be not inconsistent and be combined into the passive type green building in future and provide module and development is empty Between.

Therefore, the present invention proposes a kind of method of construction of reinforced concrete anchors dress formula house.

The content of the invention

It is an object of the invention to overcome the above-mentioned problems in the prior art, there is provided a kind of reinforced concrete anchors fill formula The method of construction of house, using all steel reinforced concrete one-shot forming, composition overall plate formula wall, floor face, pitched roof etc. are whole Mutual anchor closes between block, realizes that pile foundation is closed with ground circle fine strain of millet, the mutual anchor of wall, gives up the structure of beam column of traditional residential, construction essence Degree is high, and speed is fast.

To realize above-mentioned technical purpose and the technique effect, the present invention is to be achieved through the following technical solutions:

A kind of method of construction of reinforced concrete anchors dress formula house, the method for construction of reinforced concrete anchors dress formula house Concretely comprise the following steps;

Step 1:Dispensing, wash material:Dispensing operation is first carried out to concrete material, weighing classification is carried out according to producting proportion, So it is easy to subsequently be used, carries out washing material again after the completion of dispensing, by washing material operation so that raw material is cleaner, uses When cleanliness factor it is higher, preparation use;

Step 2:Net muscle welds:Net muscle welding job is carried out in grid cloth muscle automatic welding production line, by welding steel muscle Two terminations are loaded in weldering die clamper;Oblique two terminations by welding steel muscle are straight end face, and the gap between both ends of the surface is 9 ~16 millimeters;Vertical top is oblique straight end face by the termination of welding steel muscle, and bottom is straight end face by the termination of welding steel muscle, both ends of the surface Gap between root is 5~8 millimeters;In striking block contact position striking of the reinforcing bar lower surface root in die clamper is welded, electric arc The inclination angle no less than 30 ° is kept between end face;

Step 3:Lift into mould:From in the formwork erection workshop established, the net muscle being welded is hung in the inner chamber of formwork erection It is attached fixation;

Step 4:Door and window is integrally upper:Door and window is installed according to reserved position;

Step 5:Pipeline is default in place:Indoor laying draining, inlet channel;

Step 6:Spool is laid:The wire mesh laying wire webmaster reserved according to formwork erection, and between electric wire webmaster and formwork erection Damping

Step 7:Switch enclosure is upper:Circuit according to switch enclosure groove and the spool laying reserved in formwork erection installs switch enclosure;

Step 8:Air-free concrete stirs:Concrete material after preparing and cleaning in step 1 is stirred mixing;

Step 9:It is pumped into mould:Concrete material after being stirred is pumped into formwork erection;

Step 10:Automatically shake close:The concrete material being pumped into formwork erection is carried out by the automatic vibration device of formwork erection Shake close operation, complete precast concrete plate formula anchor dress shear wall, the component such as collar tie beam, building surface plate, board wall the close behaviour of shake Make;

Step 11:Dormancy:Shake it is close after precast concrete plate formula anchor dress the component such as shear wall so that concrete coagulates Gu;

Step 12:Automatic demoulding:After concrete setting, demoulding work is carried out, completes precast concrete plate formula anchor dress The component such as shear wall production;

Step 13:Installation:The components such as the shear wall that the precast concrete plate formula anchor after the completion of production is filled are transplanted on The foundations of a house position specified, before the installation of reinforced concrete anchors dress formula house is carried out, first carry out the smooth foundations of a house, measurement, laying Ground collar tie beam, piling work, then board wall lifting work is carried out, followed by anchoring operation, finally carry out roof equipment and close up behaviour Make.

Preferably, in the method for construction of above-mentioned reinforced concrete anchors dress formula house, in the step 1, material operation is washed clear Wash in agitator tank and carry out.

Preferably, in the method for construction of above-mentioned reinforced concrete anchors dress formula house, in the step 8, concrete material enters The operation that row is stirred is carried out in automatic concrete mixing plant.

Preferably, in the method for construction of above-mentioned reinforced concrete anchors dress formula house, in the step 9, it is pumped the side of people's mould Formula is the high pressure injection pouring concrete mode of Special Automatic formwork erection.

Preferably, in the method for construction of above-mentioned reinforced concrete anchors dress formula house, in the step 10, building surface plate uses Big hollow, big thickness schemes design, is influenced each other up and down with solving floor heating and sound wave transmission.

Preferably, in the method for construction of above-mentioned reinforced concrete anchors dress formula house, in the step 11, time of repose is 48-72h。

Preferably, in the method for construction of above-mentioned reinforced concrete anchors dress formula house, the time of repose reaches preset time When, then detected, the solidifying real hardness of concrete is detected, if not reaching installation requirement, then carries out secondary standing.

Preferably, in the method for construction of above-mentioned reinforced concrete anchors dress formula house, the time of the secondary standing is 24- 48h。

Preferably, in the method for construction of above-mentioned reinforced concrete anchors dress formula house, in the step 13, ground collar tie beam is with ground Collar tie beam and the mutual anchor of shear wall are combined into basis, are equipped with pile foundation, with ensure the stabilization in house persistently and improve antidetonation earthquake intensity.

Preferably, in the method for construction of above-mentioned reinforced concrete anchors dress formula house, in the step 13, transport operation bag Device for hoisting special container is included, by container crane device transport vehicle, specified foundations of a house position is transported by transport vehicle.

The beneficial effects of the invention are as follows:

Reinforced concrete anchors dress formula Residence Design provided by the invention is reasonable, and reinforced concrete anchors dress formula house, it is distinguished All kinds of pin-connected panel houses under all technical backgrounds in current home and abroad, the missing of pin-connected panel house is overcome, it is using entirely Armored concrete one-shot forming, composition overall plate formula wall, floor face, pitched roof etc., mutual anchor closes between monoblock, realizes stake Base closes with ground circle fine strain of millet, the mutual anchor of wall, gives up the structure of beam column of traditional residential, and construction precision is high, and speed is fast.

Certainly, any product for implementing the present invention it is not absolutely required to reach all the above advantage simultaneously.

Embodiment

The technical scheme in the embodiment of the present invention will be clearly and completely described below, it is clear that described reality It is only part of the embodiment of the present invention to apply example, rather than whole embodiments.Based on the embodiment in the present invention, this area All other embodiment that those of ordinary skill is obtained under the premise of creative work is not made, belongs to guarantor of the present invention The scope of shield.

The present embodiment is the method for construction that a kind of reinforced concrete anchors fill formula house, reinforced concrete anchors dress formula house Method of construction concretely comprises the following steps;

Step 1:Dispensing, wash material:Dispensing operation is first carried out to concrete material, weighing classification is carried out according to producting proportion, So it is easy to subsequently be used, carries out washing material again after the completion of dispensing, washes material operation and carried out in agitator tank is cleaned, by washing material Operation so that raw material is cleaner, and cleanliness factor is higher during use, and preparation uses;

Step 2:Net muscle welds:Net muscle welding job is carried out in grid cloth muscle automatic welding production line, by welding steel muscle Two terminations are loaded in weldering die clamper;Oblique two terminations by welding steel muscle are straight end face, and the gap between both ends of the surface is 9 ~16 millimeters;Vertical top is oblique straight end face by the termination of welding steel muscle, and bottom is straight end face by the termination of welding steel muscle, both ends of the surface Gap between root is 5~8 millimeters;In striking block contact position striking of the reinforcing bar lower surface root in die clamper is welded, electric arc The inclination angle no less than 30 ° is kept between end face;

Step 3:Lift into mould:From in the formwork erection workshop established, the net muscle being welded is hung in the inner chamber of formwork erection It is attached fixation;

Step 4:Door and window is integrally upper:Door and window is installed according to reserved position;

Step 5:Pipeline is default in place:Indoor laying draining, inlet channel;

Step 6:Spool is laid:The wire mesh laying wire webmaster reserved according to formwork erection, and between electric wire webmaster and formwork erection Damping

Step 7:Switch enclosure is upper:Circuit according to switch enclosure groove and the spool laying reserved in formwork erection installs switch enclosure;

Step 8:Air-free concrete stirs:Concrete material after preparing and cleaning in step 1 is stirred mixing, The operation that concrete material is stirred mixing is carried out in automatic concrete mixing plant;

Step 9:It is pumped into mould:Concrete material after being stirred is pumped into formwork erection, the mode of pump pressure people's mould is The Special Automatic high pressure injection pouring concrete mode of formwork erection;

Step 10:Automatically shake close:The concrete material being pumped into formwork erection is carried out by the automatic vibration device of formwork erection Shake close operation, complete precast concrete plate formula anchor dress shear wall, the component such as collar tie beam, building surface plate, board wall the close behaviour of shake Make, building surface plate is influenced each other up and down using big hollow, big thickness schemes design with solving floor heating and sound wave transmission;

Step 11:Dormancy:Shake it is close after precast concrete plate formula anchor dress the component such as shear wall so that concrete coagulates Gu time of repose 48-72h, when time of repose reaches preset time, then being detected, the solidifying real hardness of concrete is detected, if Do not reach installation requirement, then carry out secondary standing, the time of secondary standing is 24-48h;

Step 12:Automatic demoulding:After concrete setting, demoulding work is carried out, completes precast concrete plate formula anchor dress The component such as shear wall production;

Step 13:Installation:The components such as the shear wall that the precast concrete plate formula anchor after the completion of production is filled are transplanted on The foundations of a house position specified, before the installation of reinforced concrete anchors dress formula house is carried out, first carry out the smooth foundations of a house, measurement, laying Ground collar tie beam, piling work, then board wall lifting work is carried out, followed by anchoring operation, finally carry out roof equipment and close up behaviour Make, collar tie beam is combined into basis with ground collar tie beam and the mutual anchor of shear wall, is equipped with pile foundation, to ensure the stabilization in house persistently and improve antidetonation Earthquake intensity, transport operation include device for hoisting special container, and by container crane device transport vehicle, finger is transported by transport vehicle Determine foundations of a house position, detected again after installment work, to detect the safety of house and stability, finally carry out and deliver.

One of the present embodiment has particular application as:The method of construction of reinforced concrete anchors dress formula house provided by the invention, It is different from all kinds of pin-connected panel houses under all technical backgrounds in current home and abroad, overcomes the missing of pin-connected panel house, it Using all steel reinforced concrete one-shot forming, composition overall plate formula wall, floor face, pitched roof etc., mutual anchor closes between monoblock, Realize that pile foundation is closed with ground circle fine strain of millet, the mutual anchor of wall, give up the structure of beam column of traditional residential, construction precision is high, and speed is fast, closely knit Concrete is in the presence of steel mesh cloth muscle, and intensity has much surmounted the bearing capacity of itself, and wall, overall floor are using hollow Mode, in the area of Different climate condition, thickness of wall body is rationally designed, realizes heat insulation effect, can also connected and cold, warm electrically set It is standby, using faint solar energy as power, aid in low-energy-consumption, it can be ensured that and constant indoor temperature is maintained at 18-23 DEG C of scope, and Without according to the lazy high-power, air-conditioning equipment that consumes greatly, revolutionizing the labor style of engineering construction, making full use of equipment Hand labor output is substituted, improves effect, cost-effective, using air-free concrete technology, equal material will not generation environment Horizontal difference, relative mass obtain stable development and lifting with manufacture craft.

In the description of this specification, the description of reference term " one embodiment ", " example ", " specific example " etc. means At least one implementation of the present invention is contained in reference to specific features, structure, material or the feature that the embodiment or example describe In example or example.In this manual, identical embodiment or example are not necessarily referring to the schematic representation of above-mentioned term. Moreover, specific features, structure, material or the feature of description can close in any one or more embodiments or example Suitable mode combines.

Present invention disclosed above preferred embodiment is only intended to help and illustrates the present invention.Preferred embodiment is not detailed All details are described, it is only described embodiment also not limit the invention.Obviously, according to the content of this specification, It can make many modifications and variations.This specification is chosen and specifically describes these embodiments, is to preferably explain the present invention Principle and practical application so that skilled artisan can be best understood by and utilize the present invention.The present invention is only Limited by claims and its four corner and equivalent.

Claims (10)

  1. A kind of 1. method of construction of reinforced concrete anchors dress formula house, it is characterised in that:Reinforced concrete anchors dress formula house Method of construction concretely comprises the following steps;
    Step 1:Dispensing, wash material:Dispensing operation is first carried out to concrete material, carries out weighing classification according to producting proportion, so It is easy to subsequently be used, carries out washing material again after the completion of dispensing, by washing material operation so that raw material is cleaner, clean during use Cleanliness is higher, and preparation uses;
    Step 2:Net muscle welds:Net muscle welding job is carried out in grid cloth muscle automatic welding production line, by two of welding steel muscle Termination is loaded in weldering die clamper;Oblique two terminations by welding steel muscle are straight end face, and the gap between both ends of the surface is 9~16 Millimeter;Vertical top is oblique straight end face by the termination of welding steel muscle, and bottom is straight end face by the termination of welding steel muscle, both ends of the surface root Between gap be 5~8 millimeters;In striking block contact position striking of the reinforcing bar lower surface root in die clamper is welded, electric arc and end The inclination angle no less than 30 ° is kept between face;
    Step 3:Lift into mould:From in the formwork erection workshop established, the inner chamber that the net muscle being welded is hung in formwork erection is carried out It is connected;
    Step 4:Door and window is integrally upper:Door and window is installed according to reserved position;
    Step 5:Pipeline is default in place:Indoor laying draining, inlet channel;
    Step 6:Spool is laid:The wire mesh laying wire webmaster reserved according to formwork erection, and damping between electric wire webmaster and formwork erection
    Step 7:Switch enclosure is upper:Circuit according to switch enclosure groove and the spool laying reserved in formwork erection installs switch enclosure;
    Step 8:Air-free concrete stirs:Concrete material after preparing and cleaning in step 1 is stirred mixing;
    Step 9:It is pumped into mould:Concrete material after being stirred is pumped into formwork erection;
    Step 10:Automatically shake close:The concrete material being pumped into formwork erection shake by the automatic vibration device of formwork erection close Operation, complete precast concrete plate formula anchor dress shear wall, the component such as collar tie beam, building surface plate, board wall the close operation of shake;
    Step 11:Dormancy:Shake it is close after precast concrete plate formula anchor dress the component such as shear wall so that concrete setting;
    Step 12:Automatic demoulding:After concrete setting, demoulding work is carried out, completes cutting for precast concrete plate formula anchor dress The production of the components such as power wall;
    Step 13:Installation:The components such as the shear wall that the precast concrete plate formula anchor after the completion of production is filled are transplanted on specified Foundations of a house position, carry out reinforced concrete anchors dress formula house installation before, first carry out the foundations of a house it is smooth, measurement, laying geosphere Beam, piling work, then board wall lifting work is carried out, followed by anchoring operation, finally carry out roof equipment and close up operation.
  2. 2. the method for construction of reinforced concrete anchors dress formula house according to claim 1, it is characterised in that:The step 1 In, wash material operation and carried out in agitator tank is cleaned.
  3. 3. the method for construction of reinforced concrete anchors dress formula house according to claim 1, it is characterised in that:The step 8 In, the operation that concrete material is stirred mixing is carried out in automatic concrete mixing plant.
  4. 4. the method for construction of reinforced concrete anchors dress formula house according to claim 1, it is characterised in that:The step 9 In, the mode of pump pressure people's mould is the high pressure injection pouring concrete mode of Special Automatic formwork erection.
  5. 5. the method for construction of reinforced concrete anchors dress formula house according to claim 1, it is characterised in that:The step 10 In, building surface plate is influenced each other up and down using big hollow, big thickness schemes design with solving floor heating and sound wave transmission.
  6. 6. the method for construction of reinforced concrete anchors dress formula house according to claim 1, it is characterised in that:The step 10 In one, time of repose 48-72h.
  7. 7. the method for construction of reinforced concrete anchors dress formula house according to claim 5, it is characterised in that:During the standing Between when reaching preset time, then detected, detect the solidifying real hardness of concrete, if not reaching installation requirement, then carry out secondary Stand.
  8. 8. the method for construction of reinforced concrete anchors dress formula house according to claim 6, it is characterised in that:It is described secondary quiet The time put is 24-48h.
  9. 9. the method for construction of reinforced concrete anchors dress formula house according to claim 1, it is characterised in that:The step 10 In three, ground collar tie beam is combined into basis with ground collar tie beam and the mutual anchor of shear wall, is equipped with pile foundation, to ensure the stabilization in house persistently and improve Antidetonation earthquake intensity.
  10. 10. the method for construction of reinforced concrete anchors dress formula house according to claim 1, it is characterised in that:The step In 13, transport operation includes device for hoisting special container, by container crane device transport vehicle, is transported by transport vehicle Specify foundations of a house position.
CN201711055009.2A 2017-11-01 2017-11-01 Reinforced concrete anchors fill the method for construction of formula house CN107859331A (en)

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CN201711055009.2A CN107859331A (en) 2017-11-01 2017-11-01 Reinforced concrete anchors fill the method for construction of formula house

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Application Number Priority Date Filing Date Title
CN201711055009.2A CN107859331A (en) 2017-11-01 2017-11-01 Reinforced concrete anchors fill the method for construction of formula house

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1363748A (en) * 2002-01-25 2002-08-14 朱明华 Modular house with air ventilation, warming and no pollution
CN2533178Y (en) * 2002-03-28 2003-01-29 徐家庆 Light board
CN201972273U (en) * 2011-02-23 2011-09-14 王建智 Quick assembly wall
CN103147581A (en) * 2013-03-01 2013-06-12 佛山市森科能源科技开发有限公司 Steel structure pre-fabricated assembled house and manufacturing method thereof
CN104563288A (en) * 2014-10-30 2015-04-29 徐曼 Reinforced concrete frame gridding slab prefabricated energy-saving house
CN205444446U (en) * 2015-12-31 2016-08-10 中国三冶集团有限公司 Assembled industrialization steel construction house
CN106827225A (en) * 2017-01-20 2017-06-13 河南国隆实业有限公司 Module-assembled component superimposed sheet and production technology
CN106930401A (en) * 2015-12-31 2017-07-07 中国三冶集团有限公司 A kind of assembled industrialization steel structure house

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1363748A (en) * 2002-01-25 2002-08-14 朱明华 Modular house with air ventilation, warming and no pollution
CN2533178Y (en) * 2002-03-28 2003-01-29 徐家庆 Light board
CN201972273U (en) * 2011-02-23 2011-09-14 王建智 Quick assembly wall
CN103147581A (en) * 2013-03-01 2013-06-12 佛山市森科能源科技开发有限公司 Steel structure pre-fabricated assembled house and manufacturing method thereof
CN104563288A (en) * 2014-10-30 2015-04-29 徐曼 Reinforced concrete frame gridding slab prefabricated energy-saving house
CN205444446U (en) * 2015-12-31 2016-08-10 中国三冶集团有限公司 Assembled industrialization steel construction house
CN106930401A (en) * 2015-12-31 2017-07-07 中国三冶集团有限公司 A kind of assembled industrialization steel structure house
CN106827225A (en) * 2017-01-20 2017-06-13 河南国隆实业有限公司 Module-assembled component superimposed sheet and production technology

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