CN101863069A - Manufacture method of inner wall plate - Google Patents
Manufacture method of inner wall plate Download PDFInfo
- Publication number
- CN101863069A CN101863069A CN 201010191662 CN201010191662A CN101863069A CN 101863069 A CN101863069 A CN 101863069A CN 201010191662 CN201010191662 CN 201010191662 CN 201010191662 A CN201010191662 A CN 201010191662A CN 101863069 A CN101863069 A CN 101863069A
- Authority
- CN
- China
- Prior art keywords
- concrete
- layer
- plate body
- cement
- preparation
- 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
Links
Landscapes
- Building Environments (AREA)
Abstract
The invention relates to a manufacture method of an inner wall plate. A steel wire screen sheet is manufactured for forming a screen frame skeleton. The invention is characterized in that the method also comprises the steps of manufacturing a plate body in layers, and the process of manufacturing the plate body in layers comprises three steps: manufacturing a first concrete surface layer, manufacturing a heat insulation and sound isolation layer and manufacturing a second concrete surface layer. Thereby, the invention has the advantages of thin plate, light weight, high stiffness, no deformation, no crack, high shock resistance, heat insulation, sound isolation, capability of fully utilizing waste materials and simple construction, and the inner wall plate is particularly suitable for being used as an inner separation wall of the building engineering.
Description
Technical field:
The present invention relates to a kind of preparation method of architectural engineering lining, the preparation method of particularly a kind of thin body, lightweight, high antidetonation, insulation, sound insulation inner partition plate.
Technical background:
At present, the form that the internal partition wall that China uses in architectural engineering mostly is concrete block masonry and rectangular plate assembly unit is the master, and the body of wall of these internal partition wall concrete block masonry is thick, quality is heavy, volume is big, structure is poor, and easily crack, construction bother, take a lot of work, time-consuming; Though the body of wall wall of rectangular plate assembly unit is thin, yielding, seam crossing is prone to the crack, the structure integraty is poor; Particularly having under the situation of earthquake, these internal partition walls will cause the serious injury of falling the wall, and it is extremely urgent therefore to study and reform traditional old popular technology; Though the patent No. is 200710014751.9 to disclose the preparation method of a kind of Side fascia, lining, floorboard, roof boarding, but this method is to form the thin body concrete in two sides earlier, between the thin body concrete in two sides, fill heat-insulating and noise-insulating material in the cavity again, it is cumbersome that this method is used to make lining, take a lot of work, time-consuming, expense material, and the lining thickness of making is big, quality heavy, rigidity is poor.
Summary of the invention:
Purpose of the present invention be exactly to provide a kind of can reach thin body, lightweight, rigidity big, indeformable, not the crack, have high antidetonation, insulation, sound insulation and can make full use of the preparation method of dead meal, the simple inner partition plate of construction.
The object of the present invention is achieved like this: a kind of preparation method of lining, and form the rack skeleton by the making steel fabric sheet and form, it is characterized in that it also comprises layering making plate body, the step that plate body is made in layering is:
1), make the ground floor concrete topping: the rack skeletal fixation on mould, and is put on the shaking platform, injected concrete material again and shake closely knitly in mould, the forming thickness that requires concrete topping is 20-30mm;
2), make the heat preservation and soundproof layer: behind cast, vibrations ground floor concrete topping, again at this injection heat preservation and soundproof compound above layer concrete surface layer, and slightly shake closely knitly, the forming thickness that requires to mix the bed of material is 30-50mm;
3) make second layer concrete topping: inject concrete material again on mix the bed of material after the heat preservation and soundproof layer has been made, closely knit with miniature electromagnetic shaker vibrations again, the forming thickness that requires concrete topping is 20-30mm.
A preferred forms of the present invention is: layering is carried out maintenance after making plate body again: after treating that second layer concrete topping is made, mould and the plate body of making are transported to maintenance in the solar energy curing cover, plate body reaches form removal natural curing after the intensity, concrete proportioning material adopts cement, flyash, sand, efficient early strength water-reducing agent, water mixes together in proportion, the match ratio label is C20～C25, compound adopts cement and flyash, cement and pulverizing back slag, cement and expanded perlite, a kind of in cement and other the exhausted combustible material, the mixing bed of material compression strength that forms is 3～6Mpa, and maintenance also can be adopted the electric energy maintenance, steam curing or natural curing.
The present invention compared with prior art has the following advantages:
Owing to adopted the making steel fabric sheet, form the steel wire net rack skeleton, the method for plate body is made in layering, the compound interlayer can reach insulation, sound insulation, lightweight purpose not only, and have certain intensity, and then play also and can be connected effect with two facing concretes, thereby:
1, the plate body that can form is a bulk, can be by the processing of engine request sizing, flexible Application.One face wall is generally 1～3 and assembles.
2, big, indeformable, the crackle not of the thin body of the board wall of Xing Chenging, light weight, rigidity can be resisted high earthquake magnitude eaerthquake damage.
3, increase usable floor area, and reach saving construction land purpose.
4, traditional plastering process is exempted in batch production production, saves a large amount of raw material and artificial.
5, fire the fire protecting performance height extremely, cost is low, and tool is incubated, sound insulation function.
6, significantly shorten the duration of a project, reduce the construction equipment holding time, save construction water, electricity consumption, reduce job site pollution etc.
The specific embodiment:
1, make steel fabric sheet and form the rack skeleton:
To vertically weld with numerical control bonding machine, form the net sheet with horizontal cold-drawn zinc-coated wire right-angled intersection point; The muscle of being advocated in two layers of net sheet is divided again and vertically, laterally insert silk at a certain distance and connect, that the mode of inserting silk can be is direct insertion, angle-inserting type or intersection angle-inserting type, has just formed the rack skeleton.Require spacing, footpath level, main muscle, pair muscle position of steel wire to be provided with, to insert the silk position, and solder joint require to satisfy mechanical index.
2, plate body is made in layering:
1), make the ground floor concrete topping: with the rack skeletal fixation on mould, and put on the shaking platform, inject the concrete material that stirs in the mould after metering again, and shake closely knit, form the ground floor concrete topping, requiring the thickness of concrete topping is 20-30mm, and concrete is to be mixed in proportion by cement, flyash, sand, efficient early strength water-reducing agent, water, and the match ratio label is C20～C25;
2), make the heat preservation and soundproof layer: after forming the ground floor concrete topping, again at this compound that injection measures above layer concrete surface layer, and slightly shake closely knit, form the heat preservation and soundproof layer, requiring to form the thickness that mixes the bed of material is 30-50mm, compound adopts a kind of in slag after cement and flyash, cement and the pulverizing, cement and expanded perlite, cement and other the exhausted combustible material etc., and this mixing bed of material compression strength is 3～6Mpa;
3) make second layer concrete topping: after the heat preservation and soundproof layer has been made, inject the concrete material that measures again in the above, closely knit with miniature electromagnetic shaker vibrations, form second layer concrete topping, requiring the thickness of concrete topping is 20-30mm, concrete proportioning material adopts cement, flyash, sand, efficient early strength water-reducing agent, water to mix together in proportion, and the match ratio label is C20～C25;
3, maintenance: after second layer concrete topping is made, mould and the plate body made are transported to maintenance in the solar energy curing cover, plate body reaches form removal natural curing after the 10MPA intensity, and maintenance also can be adopted electric energy maintenance, steam curing or natural curing.
When if the present invention's wallboard needs piece material such as tiling, can second layer concrete topping form the back directly edge paste, also availablely scrape grey bar the upper surface of concrete layer spread to hair side, edge subsides again after can installing for wallboard.
During use, pour into a mould post, the concrete way of beam after adopting first pressing board, when the plate side is connected with post, plate side exposed steel wire is inserted in the post of cast concrete not, when the plate upper end is connected with beam, plate upper end exposed steel wire is stretched in the beam of cast concrete not, pour into a mould the concrete of post and beam afterwards again, when plate is connected with plate, add the reinforcing bar post between two plates, two plate side exposed steel wires are worn sleeve and are intersected formwork concrete casting again.The plate lower end is fixing then uses the steel bar end bar planting, will implement positioning and fixing at the bottom of the plate, afterwards when doing flooring and mat formation layer, will be at the bottom of the plate squeezes with mortar and bury firmly.
Also the plate upper end can be attached to the not beam outside of cast concrete, be connected with plate upper end steel wire with anchor bar one end, the other end stretches in the beam, again pouring concrete.
Also can after removing template, post, beam be fixedlyed connected with post, beam in plate side, plate top with the metal fastener.With the high anti-seismic performance of wallboard tool of the method making, installation, and can utilize refuse, have high using value.
Claims (5)
1. the preparation method of a lining forms the rack skeleton by the making steel fabric sheet and forms, and it is characterized in that it also comprises layering making plate body, and the step that plate body is made in layering is:
1), make the ground floor concrete topping: the rack skeletal fixation on mould, and is placed on the shaking platform, injects concrete material again and shake closely knitly in mould, the thickness that requires concrete topping is 20-30mm;
2), make the heat preservation and soundproof layer: after the vibrations of ground floor concrete layer are shaped, again this above layer concrete layer injection be used for the compound of heat preservation and soundproof, and slightly shake closely knitly, the thickness that requires to mix the bed of material is 30-50mm;
3) make second layer concrete topping: inject concrete material again on mix the bed of material after the heat preservation and soundproof layer has been made, closely knit with miniature electromagnetic shaker vibrations again, the thickness that requires concrete topping is 20-30mm.
2. the preparation method of a kind of lining according to claim 1, it is characterized in that carrying out maintenance again after plate body is made in described layering: after treating that second layer concrete topping is made, mould and the plate body made are transported to maintenance in the solar energy curing cover, and plate body reaches form removal natural curing after the intensity.
3. the preparation method of a kind of lining according to claim 1 and 2 is characterized in that described concrete proportioning material adopts cement, flyash, sand, efficient early strength water-reducing agent, water to mix together in proportion, and the match ratio label is C20～C25.
4. the preparation method of a kind of lining according to claim 1 and 2, it is characterized in that described compound adopts a kind of in slag after cement and flyash, cement and the pulverizing, cement and expanded perlite, cement and other the exhausted combustible material, this mixing bed of material compression strength is 3～6Mpa.
5. the preparation method of a kind of lining according to claim 2 is characterized in that described maintenance also can adopt electric energy maintenance, heat energy maintenance or natural curing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010191662 CN101863069A (en) | 2010-05-29 | 2010-05-29 | Manufacture method of inner wall plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201010191662 CN101863069A (en) | 2010-05-29 | 2010-05-29 | Manufacture method of inner wall plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN101863069A true CN101863069A (en) | 2010-10-20 |
Family
ID=42955085
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201010191662 Pending CN101863069A (en) | 2010-05-29 | 2010-05-29 | Manufacture method of inner wall plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN101863069A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102304952A (en) * | 2011-07-07 | 2012-01-04 | 孙广亮 | Inner partition board formed by cast-in-situ and manufacture method thereof |
| CN102900195A (en) * | 2011-07-26 | 2013-01-30 | 闫丕春 | Inner wallboard and its manufacturing method |
| CN103938790A (en) * | 2014-03-21 | 2014-07-23 | 浙江杰立建设集团有限公司 | Manufacturing process of constraint-removal plate on beam end |
| CN104981330A (en) * | 2013-02-15 | 2015-10-14 | 拜耳材料科技股份有限公司 | Method for producing a multi-layered reinforced concrete element |
| CN106013483A (en) * | 2016-07-18 | 2016-10-12 | 济南城通保温工程有限公司 | Template type A-level fireproofing insulation board as well as manufacturing and construction processes thereof |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1046010A (en) * | 1990-04-20 | 1990-10-10 | 罗世斌 | Composite board with flyash and cement fibre surface |
| JP2000120212A (en) * | 1998-10-19 | 2000-04-25 | Akira Muroboshi | Placed concrete wall and its construction |
| CN2727290Y (en) * | 2004-08-12 | 2005-09-21 | 广州市壁神新型建材有限公司 | Light compound outside wall board |
| CN101058216A (en) * | 2007-05-09 | 2007-10-24 | 山东深科保温板墙开发有限公司 | Method for manufacturing external wallboard, internal wallboard, floor and roof board |
-
2010
- 2010-05-29 CN CN 201010191662 patent/CN101863069A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1046010A (en) * | 1990-04-20 | 1990-10-10 | 罗世斌 | Composite board with flyash and cement fibre surface |
| JP2000120212A (en) * | 1998-10-19 | 2000-04-25 | Akira Muroboshi | Placed concrete wall and its construction |
| CN2727290Y (en) * | 2004-08-12 | 2005-09-21 | 广州市壁神新型建材有限公司 | Light compound outside wall board |
| CN101058216A (en) * | 2007-05-09 | 2007-10-24 | 山东深科保温板墙开发有限公司 | Method for manufacturing external wallboard, internal wallboard, floor and roof board |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102304952A (en) * | 2011-07-07 | 2012-01-04 | 孙广亮 | Inner partition board formed by cast-in-situ and manufacture method thereof |
| CN102900195A (en) * | 2011-07-26 | 2013-01-30 | 闫丕春 | Inner wallboard and its manufacturing method |
| CN104981330A (en) * | 2013-02-15 | 2015-10-14 | 拜耳材料科技股份有限公司 | Method for producing a multi-layered reinforced concrete element |
| CN104981330B (en) * | 2013-02-15 | 2017-09-01 | 科思创德国股份有限公司 | Strengthen the method for concrete element for producing multilayer |
| CN103938790A (en) * | 2014-03-21 | 2014-07-23 | 浙江杰立建设集团有限公司 | Manufacturing process of constraint-removal plate on beam end |
| CN103938790B (en) * | 2014-03-21 | 2016-01-20 | 浙江杰立建设集团有限公司 | A kind of beam-ends goes the manufacturing process of restraining plate |
| CN106013483A (en) * | 2016-07-18 | 2016-10-12 | 济南城通保温工程有限公司 | Template type A-level fireproofing insulation board as well as manufacturing and construction processes thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102900162B (en) | Heat-insulation fireproof integral wallboard and preparation method thereof | |
| CN106760207B (en) | A kind of preparation method of TRC template reinforced column | |
| CN103435318B (en) | Insulation board for external wall of building | |
| CN203769239U (en) | Flat artificial stone and curtain wall thereof | |
| CN103046665B (en) | Insulating mortar strengthening layer rowlock wall with steel wire mesh for setting hose tooth constructional column and manufacturing method thereof | |
| CN102587542A (en) | Method for producing wall with building waste | |
| CN102643057B (en) | A Construction Method of EPS Light Aggregate Concrete Thermal Insulation Formwork | |
| CN101863069A (en) | Manufacture method of inner wall plate | |
| CN108951966A (en) | The decoration integrated assembling type outer wall plate of basalt fibre grid concrete heat-insulating | |
| CN104712079B (en) | The assembled polypropylene fibre sludge ceramsite concrete wall and its construction method connected based on mat surface | |
| CN110078453A (en) | A kind of lightweight concrete and its preparation method and application | |
| CN107780590A (en) | A kind of superfined flyash lightweight Self-insulation wall plate and preparation method thereof | |
| CN1455054A (en) | Ordinary concrete block bunker-jump casting crack control method | |
| CN101225690A (en) | Insulation roof slab and method for making same | |
| CN110056097A (en) | A kind of fiberglass gridding ultra-high performance concrete heat preservation decoration integrative assembling type outer wall plate | |
| CN104675012B (en) | Prefabricated polypropylene fiber sludge ceramsite concrete wall and its construction method based on horse teeth connection | |
| CN104675013B (en) | Construction method based on the assembled steel regeneration brick concrete body of wall that T-slot connects | |
| CN104891916A (en) | Gypsum composition, block and steel skeleton lightweight high strength anti-cracking gypsum plank | |
| CN101736855B (en) | Preparation method of hollow insulation cladding panel using steel wire mesh frame and concrete | |
| CN104675014B (en) | Prefabricated steel fiber sludge ceramsite concrete wall and its construction method based on horse teeth connection | |
| CN111894191A (en) | Spontaneous coal gangue light aggregate concrete laminated floor and preparation method | |
| CN204456534U (en) | Self-insulation superimposed shear wall structure | |
| CN102535847B (en) | Construction method of gypsum self-insulation external wall block masonry | |
| CN1237244C (en) | Building wall body board and building wall body | |
| CN2584693Y (en) | Building wall |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C02 | Deemed withdrawal of patent application after publication (patent law 2001) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Open date: 20101020 |