CN106994740A - A kind of method of scene self-control pea gravel concreten wall column inner bracing strip - Google Patents

A kind of method of scene self-control pea gravel concreten wall column inner bracing strip Download PDF

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Publication number
CN106994740A
CN106994740A CN201710266825.1A CN201710266825A CN106994740A CN 106994740 A CN106994740 A CN 106994740A CN 201710266825 A CN201710266825 A CN 201710266825A CN 106994740 A CN106994740 A CN 106994740A
Authority
CN
China
Prior art keywords
pea gravel
gravel concreten
inner bracing
mould
bracing strip
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
CN201710266825.1A
Other languages
Chinese (zh)
Inventor
张吉
李骞
赵宏云
孙载先
苟自坚
陈云光
杨加昆
彭开忠
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.)
Yunnan Construction Investment Sixth Construction Co Ltd
Original Assignee
Yunnan Construction Investment Sixth Construction 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 Yunnan Construction Investment Sixth Construction Co Ltd filed Critical Yunnan Construction Investment Sixth Construction Co Ltd
Priority to CN201710266825.1A priority Critical patent/CN106994740A/en
Publication of CN106994740A publication Critical patent/CN106994740A/en
Pending legal-status Critical Current

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Classifications

    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B23/00Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects
    • B28B23/02Arrangements specially adapted for the production of shaped articles with elements wholly or partly embedded in the moulding material; Production of reinforced objects wherein the elements are reinforcing members
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B1/00Producing shaped prefabricated articles from the material
    • B28B1/14Producing shaped prefabricated articles from the material by simple casting, the material being neither forcibly fed nor positively compacted
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B13/00Feeding the unshaped material to moulds or apparatus for producing shaped articles; Discharging shaped articles from such moulds or apparatus
    • B28B13/04Discharging the shaped articles
    • B28B13/06Removing the shaped articles from moulds
    • B28B13/065Removing the shaped articles from moulds by applying electric current or other means of discharging, e.g. pneumatic or hydraulic discharging means
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B28WORKING CEMENT, CLAY, OR STONE
    • B28BSHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
    • B28B7/00Moulds; Cores; Mandrels
    • B28B7/26Assemblies of separate moulds, i.e. of moulds or moulding space units, each forming a complete mould or moulding space unit independently from each other

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  • Engineering & Computer Science (AREA)
  • Ceramic Engineering (AREA)
  • Manufacturing & Machinery (AREA)
  • Chemical & Material Sciences (AREA)
  • Mechanical Engineering (AREA)
  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

A kind of method of scene self-control pea gravel concreten wall column inner bracing strip, first makes mould using stainless steel square pipe, and mould includes rectangular outer frame, a pair of handles for being uniformly arranged one group in the inframe parting bead being parallel to each other, being symmetrically arranged on housing both sides;Then inner bracing strip skeleton and bed die are made:Flat bed die is made using laminate or engineering plastics or steel plate;Bed die is placed on bed die, external coating releasing agent, by mould pendulum on bed die;Then poured into mould and smash first layer pea gravel concreten;Afterwards uniformly the one group of inner bracing strip being parallel to each other skeleton is put on first layer pea gravel concreten;It is again to pour to smash second layer pea gravel concreten on inner bracing strip skeleton in first layer pea gravel concreten;Stand to pea gravel concreten coagulation forming, lift handle, mould is separated with the pea gravel concreten of coagulation forming, obtain wall column inner support strip material.Present invention can assure that the inner bracing strip intensity of production is high, quality is good, site operation requirement is met, and it is convenient and swift, economic and practical.

Description

A kind of method of scene self-control pea gravel concreten wall column inner bracing strip
Technical field
The invention belongs to architectural engineering construction technique field, specially between the component inside vertical formwork such as shear wall, beam Reinforce the construction material preparation method technical field of positioning.
Background technology
In construction, shear wall and need to be reinforced compared with deep beam.In reinforcing process, shear wall and compared with deep beam two The relative position of side template is fixed all the time all more difficult.Original adoption is to cut off reinforcing bar waste material as inner bracing strip, The relative position of two side templates is fixed with this, the concrete prefabricated inner bracing strip produced in advance using precasting yard producer is improved to later It is fixed, but still has the following disadvantages:1. cement used in precast plant is generally different from the concrete that construction site is used, During concrete prefabricated inner bracing strip and shear wall or beam are connected with each other, concrete be mutually bonded it is undesirable, to construction quality Have a negative impact;2. need that prefabricated inner bracing strip dimensions is more, it is larger to conduct oneself with dignity, transport, keeping are difficult, add production Cost;3. prefabricated inner bracing strip general strength is high, thickness is small, and waste is big in transportation;4. prefabricated inner bracing strip production Producer's limited amount, skewness, especially remote backward local manufacturer is less, and a large amount of prefabricated inner bracing strips need long-distance fortune It is defeated, cause the increase of construction cost;5. the Prefabrication cycle is long, influences construction speed.
The content of the invention
The purpose of the present invention solves the deficiencies in the prior art, and there is provided a kind of scene self-control pea gravel concreten wall column inner bracing strip Method, to ensure that inner bracing strip intensity height, the quality of production are good, meets site operation requirement, and convenient and swift, economic and practical.
The purpose of the present invention is achieved through the following technical solutions:
A kind of method of scene self-control pea gravel concreten wall column inner bracing strip, method is as follows:
A, making mould:The mould using stainless steel square pipe make, including rectangular outer frame, be uniformly arranged in inframe one Parting bead that group is parallel to each other, a pair of handles for being symmetrically arranged on housing both sides;
B, making inner bracing strip skeleton:Reinforcing bar is cut into one group of isometric lengths of rebar, inner bracing strip skeleton is used as;
C, making bed die:Flat bed die is made using laminate or engineering plastics or steel plate;
D, making wall column inner bracing strip:Bed die is put it is smooth and in bed die upper surface brushing releasing agent, by mould pendulum the bottom of at On mould;Then poured into mould and smash first layer pea gravel concreten;Afterwards uniformly one group of phase is put on first layer pea gravel concreten Mutual parallel inner bracing strip skeleton;It is again to pour to smash second layer pea gravel concreten on inner bracing strip skeleton in first layer pea gravel concreten;It is quiet Put to pea gravel concreten coagulation forming, lift handle, mould is separated with the pea gravel concreten of coagulation forming, obtained in wall column Stay material.
The inventive method used tool is simple, it is easy to fabricate, from heavy and light, and be easy to carry keeping, low-cost, operation Property it is good, it is reusable.The inner bracing strip prepared using the inventive method, intensity is high, rigidity is big, not easy to break and damage, into Type quality preferably, especially because using manufacturing at the construction field (site), concrete used and the concrete phase for pouring shear wall or beam Together, it can be ensured that the good connection between inner bracing strip and shear wall or beam, it is ensured that construction quality, while ensureing shear wall, beam forms Rigidity and sectional dimension, can save material and cost of transportation again, reduce unnecessary loss of the inner bracing strip in transportation.
Brief description of the drawings
Fig. 1 is the structural representation of mould;
Fig. 2 is the schematic diagram for making wall column inner bracing strip.
Embodiment
A kind of method of scene self-control pea gravel concreten wall column inner bracing strip, method is as follows:
A, pre-production mould:As shown in figure 1, the mould using stainless steel square pipe make, including rectangular outer frame 1, Parting bead 2 that cloth be arranged at inframe one group is parallel to each other, a pair of the handles 3 for being symmetrically arranged on housing both sides.The present embodiment housing 1 Made using 20mm × 25mm stainless steel squares pipe, parting bead 2 is made using 10mm × 25mm stainless steel squares pipes, it is general set 19 every Bar a, mould can manufacture 20 inner bracing strips.Handle 3 uses finished product handle, and housing both sides are fixedly mounted on self-tapping screw.It is stainless Use and be welded to connect between steel square tube and square tube.
B, pre-production inner bracing strip skeleton:Reinforcing bar is cut into one group of isometric lengths of rebar, inner bracing strip skeleton 4 is used as;It is interior Stay skeleton can be using the job site reinforcing bars of Φ 6 or No. 16 iron wires remained.
C, pre-production bed die:Flat bed die 5 is made using laminate or engineering plastics or steel plate, bed die surface needs complete It is smooth.
D, making wall column inner bracing strip:Bed die 5 is put as shown in Figure 2 it is smooth and in bed die upper surface brushing releasing agent, will Mould is put on bed die;Then poured into mould and smash first layer pea gravel concreten 6;It is uniform on first layer pea gravel concreten afterwards It is put into the one group of inner bracing strip being parallel to each other skeleton 4;It is again to pour that to smash the second layer thin on inner bracing strip skeleton in first layer pea gravel concreten Stone concrete;3~5 minutes are stood, to pea gravel concreten coagulation forming, lifts handle 3, by mould and the microlith of coagulation forming Concrete is separated, and obtains a collection of (being usually 20) wall column inner support strip material.Pea gravel concreten is managed using pump concrete profit, washed The mortar of pipe adds chicken girt to mix and stir to form, or removes the coagulation after big particle diameter centimetre stone using casting concrete residual concrete Soil, accomplishes that the secondary of material makes full use of, it is to avoid waste of material.
E, cleaning mould are standby:Each molding, which is finished, to be both needed to water that mold clean is clean, then does next mould.

Claims (1)

1. a kind of method of scene self-control pea gravel concreten wall column inner bracing strip, it is characterised in that method is as follows:
A, making mould:The mould using stainless steel square pipe make, including rectangular outer frame (1), be uniformly arranged in inframe one Parting bead (2) that group is parallel to each other, a pair of the handles (3) for being symmetrically arranged on housing both sides;
B, making inner bracing strip skeleton:Reinforcing bar is cut into one group of isometric lengths of rebar, is used as inner bracing strip skeleton (4);
C, making bed die:Flat bed die (5) is made using laminate or engineering plastics or steel plate;
D, making wall column inner bracing strip:Bed die (5) is put it is smooth and in bed die upper surface brushing releasing agent, by mould pendulum in bed die On;Then poured into mould and smash first layer pea gravel concreten (6);Afterwards uniformly one group of phase is put on first layer pea gravel concreten Mutual parallel inner bracing strip skeleton (4);It is again to pour to smash second layer pea gravel concreten on inner bracing strip skeleton in first layer pea gravel concreten; Stand to pea gravel concreten coagulation forming, lift handle (3), mould is separated with the pea gravel concreten of coagulation forming, obtained Wall column inner support strip material.
CN201710266825.1A 2017-04-21 2017-04-21 A kind of method of scene self-control pea gravel concreten wall column inner bracing strip Pending CN106994740A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710266825.1A CN106994740A (en) 2017-04-21 2017-04-21 A kind of method of scene self-control pea gravel concreten wall column inner bracing strip

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710266825.1A CN106994740A (en) 2017-04-21 2017-04-21 A kind of method of scene self-control pea gravel concreten wall column inner bracing strip

Publications (1)

Publication Number Publication Date
CN106994740A true CN106994740A (en) 2017-08-01

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Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2778966Y (en) * 2005-01-07 2006-05-10 罗德良 Multifunctional multi-shaped building material girder, column model
CN201217250Y (en) * 2008-05-16 2009-04-08 许秋煌 Mould apparatus for precasting partition wall
CN201347618Y (en) * 2008-12-29 2009-11-18 徐再荣 Grain bracing tube
CN201456202U (en) * 2009-09-08 2010-05-12 罗兰芬 Plastic mould of cement concrete bar
CN203805120U (en) * 2014-04-28 2014-09-03 中国建筑第六工程局有限公司 Mould for manufacturing inner cement support of shear wall
CN204781968U (en) * 2015-07-15 2015-11-18 中建三局第二建设工程有限责任公司 Stay and shear force wall template in shear force wall template
CN205296594U (en) * 2015-12-22 2016-06-08 山东科技大学 Multi -functional steel bars of shear wall precast concrete supporting shoe
CN205766736U (en) * 2016-05-30 2016-12-07 中建五局第三建设有限公司 Shear wall internal stay is machining tool in batches

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2778966Y (en) * 2005-01-07 2006-05-10 罗德良 Multifunctional multi-shaped building material girder, column model
CN201217250Y (en) * 2008-05-16 2009-04-08 许秋煌 Mould apparatus for precasting partition wall
CN201347618Y (en) * 2008-12-29 2009-11-18 徐再荣 Grain bracing tube
CN201456202U (en) * 2009-09-08 2010-05-12 罗兰芬 Plastic mould of cement concrete bar
CN203805120U (en) * 2014-04-28 2014-09-03 中国建筑第六工程局有限公司 Mould for manufacturing inner cement support of shear wall
CN204781968U (en) * 2015-07-15 2015-11-18 中建三局第二建设工程有限责任公司 Stay and shear force wall template in shear force wall template
CN205296594U (en) * 2015-12-22 2016-06-08 山东科技大学 Multi -functional steel bars of shear wall precast concrete supporting shoe
CN205766736U (en) * 2016-05-30 2016-12-07 中建五局第三建设有限公司 Shear wall internal stay is machining tool in batches

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Application publication date: 20170801

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