CN109016071A - A kind of production method and its assemble method of construction wall - Google Patents

A kind of production method and its assemble method of construction wall Download PDF

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Publication number
CN109016071A
CN109016071A CN201810898167.2A CN201810898167A CN109016071A CN 109016071 A CN109016071 A CN 109016071A CN 201810898167 A CN201810898167 A CN 201810898167A CN 109016071 A CN109016071 A CN 109016071A
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CN
China
Prior art keywords
steel
facade
construction
poured
size
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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.)
Pending
Application number
CN201810898167.2A
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Chinese (zh)
Inventor
吴勇
吴江
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吴勇
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Priority to CN201810898167.2A priority Critical patent/CN109016071A/en
Publication of CN109016071A publication Critical patent/CN109016071A/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
    • B28B23/022Means for inserting reinforcing members into the mould or for supporting them in the mould
    • 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
    • B28B1/04Producing shaped prefabricated articles from the material by tamping or ramming
    • B28B1/045Producing shaped prefabricated articles from the material by tamping or ramming combined with vibrating or jolting
    • 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
    • B28B1/29Producing shaped prefabricated articles from the material by profiling or strickling the material in open moulds or on moulding surfaces

Abstract

The invention discloses a kind of production method of construction wall and its assemble methods, construction wall is used and is poured three times, once vibrate, once strike off, press polish is made, wall and bed die to be made is placed into maintenance workshop together, can dispatch from the factory to building site and assemble after 4 days, which can be assembled during the installation process using bolt method or using dedicated T-steel connection method.Facade T-steel and channel steel in the present invention are used for bearing wall, form node pillar, constitute the steel mesh of steel structure frame density for strengthening wall, so that wall is kept globality, be unlikely to deform;Foamed cement in the present invention has the function of heat preservation, sound insulation, fire prevention etc. in one, and can reduce the weight of wall.The present invention is in assembling, it is possible to reduce labor intensity reduces cost, and assembly is convenient, easy to learn, and popularization is high, ordinary people's simple exercise.

Description

A kind of production method and its assemble method of construction wall
Technical field
The present invention relates to construction wall manufacture technology fields, more particularly to the production method and its group of a kind of construction wall Dress method.
Background technique
Concreting or foaming casting method are very common in construction at present, and usually production is poured Mold is built, is poured in a mold later, mold dismounting will be poured after pouring molding, program is complicated, and operate construction volume Greatly, a large amount of manpower and financial resources are needed, and to pour material requirements very high to internal for this casting method, because after molding Wall subjects all weight of upper part, and simply foams and pour wall and obviously do not meet this requirement, is in addition pouring Remove afterwards can often adhere on mold when pouring mold on a small quantity pour building body, cause certain waste, while also influencing it The smoothness of shape, it usually needs secondary construction causes claim for eot, the drawbacks such as large labor intensity, and difficulty of construction is big.
Summary of the invention
The object of the invention is that providing the production method and its group of a kind of construction wall to solve the above-mentioned problems Dress method.
The present invention through the following technical solutions to achieve the above objectives:
A kind of production method of construction wall, includes the following steps:
Step a: it according to the requirement of design drawing, determines the size of wall, and determines the size of facade T-steel and channel steel;
Step b: according to the size of facade T-steel and channel steel, setting-out blanking intercepts facade T-steel and channel steel, in facade T-type The joint face of steel carries out punch operation, needs to carry out blasting treatment after the completion of punching;
Step c: planting on the inner face of facade T-steel and be welded with steel wire, and is attached by the way of transition riveting;
Step d: facade T-steel and channel steel each two is taken root in be welded on workbench and is docked;
Step e: prefabricated steel grid point is welded on the deadman on the end face of channel steel and planting weldering;
Step f: the frame made is placed on teeming stage, platform is then adjusted;
Step g: be poured for the first time: solid model places frame, and adjustment finishes, C25 concrete casting moulds bottom is vibrated to following Reinforcing bar thickness of net 50-60mm, fine and close, the cement hardener that then spray centainly matches are allowed to surface and accelerate hardening, once-cast It completes;
Step h: second is poured: after casting hardening for the first time, casting cement foaming agent, plasticizer, accelerator are poured Note to 10-20mm under steel mesh above, waiting forms;
Step i: third time is poured: after foamed cement quick-hardening, carrying out the casting of third time C25 concrete;
Step j: it strikes off: three times after C25 concrete casting complete, needing to carry out facade T-steel and strike off operation;
Step k: press polish: electricity consumption foam Troweling press finishing after watering ultimately forms outer surface strengthening and is unlikely to deform, centre foaming water Mud heat preservation and soundproof is in the lightweight wall of the fire prevention load-bearing of one.
In the step a, thickness of wall body 240mm, the size of facade T-steel be 240x80x8mm extremely 240x80x20mm, the size of channel steel are 180mm;Facade T-steel and channel steel are welded by steel mill's customization or structure factory.
The construction wall can be assembled during the installation process using bolt method, using in prefabricated wall frame material Facade T-steel, according to different situations be respectively adopted plane connection, three faces connection and corner connect.
The construction wall can also be assembled during the installation process using dedicated T-steel connection method, in assembling, directly Dedicated T-steel is inserted into the slot of four hole connectors, carries out part welding later, according to different wall parts, selection is opposite The shrinkage pool answered, unused shrinkage pool are filled up with bayonet lock.
The beneficial effects of the present invention are:
1, the construction wall in the present invention once vibrates, once strikes off using being poured three times, and a press polish is made, Wall and bed die to be made is placed into maintenance workshop together, can dispatch from the factory to building site and assemble after 4 days.
2, the facade T-steel in the present invention and channel steel are used for bearing wall, form node pillar, and it is close to constitute steel structure frame The steel mesh of reality makes wall keep globality, is unlikely to deform for strengthening wall;Foamed cement in the present invention, which has, protects The functions such as temperature, sound insulation, fire prevention can reduce the weight of wall in one.
3, the present invention is in assembling, it is possible to reduce labor intensity reduces cost, and assembly is convenient, easy to learn, and popularization is high, general Logical people's simple exercise.
Detailed description of the invention
Fig. 1 is the sectional view of construction wall in the present invention;
Fig. 2 is the structural schematic diagram of plane connection in the present invention;
Fig. 3 is the structural schematic diagram of three faces connection in the present invention;
Fig. 4 is the structural schematic diagram of corner connection in the present invention;
Fig. 5 is the structural schematic diagram of dedicated T-steel in the present invention;
Fig. 6 is the structural schematic diagram of four hole connector of hollow type in the present invention;
Fig. 7 is the structural schematic diagram of rectangular four hole connector in the present invention;
Fig. 8 is the structural schematic diagram of four hole connector of solid type in the present invention;
Fig. 9 is the scheme of installation of dedicated T-steel and four hole connector of hollow type in the present invention.
Specific embodiment
The present invention will be further explained below with reference to the attached drawings:
A kind of production method of construction wall, includes the following steps:
Step a: it according to the requirement of design drawing, determines the size of wall, and determines the size of facade T-steel and channel steel;
Step b: according to the size of facade T-steel and channel steel, setting-out blanking intercepts facade T-steel and channel steel, in facade T-type The joint face of steel carries out punch operation, needs to carry out blasting treatment after the completion of punching;
Step c: planting on the inner face of facade T-steel and be welded with steel wire, and is attached by the way of transition riveting;
Step d: facade T-steel and channel steel each two being taken root in be welded on workbench and is docked, can be according to corresponding Welding standard is welded;
Step e: prefabricated steel grid point is welded on the deadman on the end face of channel steel and planting weldering;
Step f: the frame made is placed on teeming stage, platform is then adjusted;
Step g: be poured for the first time: solid model places frame, and adjustment finishes, C25 concrete casting moulds bottom is vibrated to following Reinforcing bar thickness of net 50-60mm, fine and close, the cement hardener that then spray centainly matches are allowed to surface and accelerate hardening, once-cast It completes;
Step h: second is poured: after casting hardening for the first time, casting cement foaming agent, plasticizer, accelerator are poured Note to 10-20mm under steel mesh above, waiting forms;
Step i: third time is poured: after foamed cement quick-hardening, carrying out the casting of third time C25 concrete;
Step j: it strikes off: three times after C25 concrete casting complete, needing to carry out facade T-steel and strike off operation;
Step k: press polish: electricity consumption foam Troweling press finishing after watering ultimately forms outer surface strengthening and is unlikely to deform, centre foaming water Mud heat preservation and soundproof is in the lightweight wall of the fire prevention load-bearing of one.
In the step a, thickness of wall body 240mm, the size of facade T-steel be 240x80x8mm extremely 240x80x20mm, the size of channel steel are 180mm.
As shown in Figure 1, foamed cement 12 is located among frame, frame is by 13 structure of facade T-steel 11, channel steel and steel mesh At.
The construction wall can be assembled during the installation process using bolt method, using in prefabricated wall frame material Facade T-steel, according to different situations be respectively adopted plane connection, three faces connection and corner connect.
As shown in Fig. 2, being connected using plane, by two surfaces up and down of junction between two facade T-steels 11 It is attached using steel plateelement 21.
As shown in figure 3, connecting using three faces, the side of junction between three facade T-steels 11 is used into two L Type right angle steel plate 22 and a steel plateelement 21 are attached.
As shown in figure 4, being connected using corner, the medial surface of junction and outside between two facade T-steels 11 are adopted It is attached with L-type right angle steel plate 22.
The construction wall can also be assembled during the installation process using dedicated T-steel connection method, in assembling, directly Dedicated T-steel is inserted into the slot of four hole connectors, carries out part welding later, according to different wall parts, selection is opposite The shrinkage pool answered, unused shrinkage pool are filled up with bayonet lock.
As shown in figure 5, dedicated T-steel 31 increases cambered top end than facade T-steel 11.
As shown in Fig. 6, Fig. 7, Fig. 8 and Fig. 9, there are three types of different structure types for four hole connectors 32 tool, respectively empty Cardioid, rectangular, solid type.It is machined with steel pipe hole in hollow four round hole connectors 32, steel can be inserted in steel pipe hole Pipe.When node fixing piece is rectangular, using four rectangular hole connectors.Select four hole connectors of hollow type or solid type It is mainly determined by the height of floor, when floor is higher, selects four hole connectors of solid type, when floor is lower, choosing Select hollow type four hole connector.The folder being formed by after construction wall assembling between dedicated T-steel 31 and four hole connectors 32 Seam is poured with cement mortar, vibration compacting, can also be attached using slim dedicated closed plate.
In conclusion the construction wall in the present invention once vibrates, once strikes off using being poured three times, a press polish system It forms, wall to be made and bed die are placed into maintenance workshop together, can dispatch from the factory to building site and assemble after 4 days.In the present invention Facade T-steel and channel steel are used for bearing wall, form node pillar, constitute the steel mesh of steel structure frame density for strengthening Wall makes wall keep globality, is unlikely to deform;Foamed cement in the present invention has the function of heat preservation, sound insulation, fire prevention etc. in one Body, and can reduce the weight of wall.The present invention is in assembling, it is possible to reduce labor intensity reduces cost, and assembly is convenient, easy It learns, popularization is high, ordinary people's simple exercise.
The basic principles, main features and advantages of the invention have been shown and described above.The technical staff of the industry should Understand, the present invention is not limited to the above embodiments, and the above embodiments and description only describe originals of the invention Reason, without departing from the spirit and scope of the present invention, various changes and improvements may be made to the invention, these changes and improvements It all fall within the protetion scope of the claimed invention.

Claims (4)

1. a kind of production method of construction wall, which comprises the steps of:
Step a: it according to the requirement of design drawing, determines the size of wall, and determines the size of facade T-steel and channel steel;
Step b: according to the size of facade T-steel and channel steel, setting-out blanking intercepts facade T-steel and channel steel, in facade T-steel Joint face carries out punch operation, needs to carry out blasting treatment after the completion of punching;
Step c: planting on the inner face of facade T-steel and be welded with steel wire, and is attached by the way of transition riveting;
Step d: facade T-steel and channel steel each two is taken root in be welded on workbench and is docked;
Step e: prefabricated steel grid point is welded on the deadman on the end face of channel steel and planting weldering;
Step f: the frame made is placed on teeming stage, platform is then adjusted;
Step g: be poured for the first time: solid model places frame, and adjustment finishes, C25 concrete casting moulds bottom is vibrated to following reinforcing bar Thickness of net 50-60mm, fine and close, the cement hardener that then spray centainly matches are allowed to surface and accelerate hardening, and once-cast is complete At;
Step h: second is poured: after casting hardening for the first time, casting cement foaming agent, plasticizer, accelerator are poured into 10-20mm under steel mesh above, waiting molding;
Step i: third time is poured: after foamed cement quick-hardening, carrying out the casting of third time C25 concrete;
Step j: it strikes off: three times after C25 concrete casting complete, needing to carry out facade T-steel and strike off operation;
Step k: press polish: electricity consumption foam Troweling press finishing after watering ultimately forms outer surface strengthening and is unlikely to deform, and intermediate foamed cement is protected Warm sound insulation is in the lightweight wall of the fire prevention load-bearing of one.
2. a kind of production method of construction wall according to claim 1, it is characterised in that: in the step a, thickness of wall body For 240mm, the size of facade T-steel is 240x80x8mm to 240x80x20mm, and the size of channel steel is 180mm.
3. a kind of assemble method of construction wall as described in claim 1, it is characterised in that: it is assembled using bolt method, Using the facade T-steel in prefabricated wall frame material, according to different situations be respectively adopted plane connection, the connection of three faces with And corner connection.
4. a kind of assemble method of construction wall as described in claim 1, it is characterised in that: use dedicated T-steel connection method It is assembled, in assembling, directly dedicated T-steel is inserted into the slot of four hole connectors, part welding is carried out later, according to not Same wall part, selects corresponding shrinkage pool, unused shrinkage pool is filled up with bayonet lock.
CN201810898167.2A 2018-08-08 2018-08-08 A kind of production method and its assemble method of construction wall Pending CN109016071A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810898167.2A CN109016071A (en) 2018-08-08 2018-08-08 A kind of production method and its assemble method of construction wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201810898167.2A CN109016071A (en) 2018-08-08 2018-08-08 A kind of production method and its assemble method of construction wall

Publications (1)

Publication Number Publication Date
CN109016071A true CN109016071A (en) 2018-12-18

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009190880A (en) * 2008-02-18 2009-08-27 Jfe Steel Corp Crane girder reinforcing structure
CN201347582Y (en) * 2008-06-30 2009-11-18 曾庆胜 Building dismantling-free formwork
CN105089177A (en) * 2015-07-21 2015-11-25 重庆欧冠钢结构有限公司 Prefabricated sectional steel truss concrete shear wall and manufacturing method of prefabricated sectional steel truss concrete shear wall
KR20170047824A (en) * 2015-10-23 2017-05-08 동국제강주식회사 Manufacturing method of t-bar
CN206562707U (en) * 2017-03-20 2017-10-17 温州远协电子科技有限公司 A kind of high strength steel rod structure
CN108086582A (en) * 2016-11-21 2018-05-29 济南汇富建筑工业有限公司 A kind of prefabricated assembled concrete wallboard for fabricated construction
CN108252434A (en) * 2018-04-10 2018-07-06 保定市英昊轻钢结构安装有限公司 A kind of wall and its building of T-steel connection

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2009190880A (en) * 2008-02-18 2009-08-27 Jfe Steel Corp Crane girder reinforcing structure
CN201347582Y (en) * 2008-06-30 2009-11-18 曾庆胜 Building dismantling-free formwork
CN105089177A (en) * 2015-07-21 2015-11-25 重庆欧冠钢结构有限公司 Prefabricated sectional steel truss concrete shear wall and manufacturing method of prefabricated sectional steel truss concrete shear wall
KR20170047824A (en) * 2015-10-23 2017-05-08 동국제강주식회사 Manufacturing method of t-bar
CN108086582A (en) * 2016-11-21 2018-05-29 济南汇富建筑工业有限公司 A kind of prefabricated assembled concrete wallboard for fabricated construction
CN206562707U (en) * 2017-03-20 2017-10-17 温州远协电子科技有限公司 A kind of high strength steel rod structure
CN108252434A (en) * 2018-04-10 2018-07-06 保定市英昊轻钢结构安装有限公司 A kind of wall and its building of T-steel connection

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Application publication date: 20181218