CN101914991A - Gypsum wall in-situ concreting equipment system and construction method thereof - Google Patents
Gypsum wall in-situ concreting equipment system and construction method thereof Download PDFInfo
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- CN101914991A CN101914991A CN2010101396440A CN201010139644A CN101914991A CN 101914991 A CN101914991 A CN 101914991A CN 2010101396440 A CN2010101396440 A CN 2010101396440A CN 201010139644 A CN201010139644 A CN 201010139644A CN 101914991 A CN101914991 A CN 101914991A
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Abstract
The invention provides a gypsum wall in-situ concreting equipment system and a construction method thereof. The invention is characterized in that gypsum and ingredients are conveyed to each operation point through pneumatic conveying; gypsum and ingredients are mixed with water at each operation point; the equipment system of the invention comprises a fan, a feeder, a conveying pipe, a shunt valve, a template group, a duct-type spiral mixing-delivering pump assembly and an electrical control part; and material is fed from one point and discharged from multiple points, or material is fed from multiple points and discharged from multiple points. The moulding method of the wall adopts the staged and layered construction method. The equipment system and method of the invention are characterized by high degree of automation, small dosage of material and high work efficiency.
Description
Technical field
The present invention relates to building field, relate in particular to the change system and the job practices thereof of gypsum wall in-situ concreting.
Background technology
Building field has body of wall miscellaneous at present, and more is the 240mm solid clay brick, structural clay tile, concrete hollow block, cinder building-block and air-entrained concrete building block etc.Its construction technology is that traditional-handwork is built by laying bricks or stones, plastered basically, and labour intensity height, efficient are low, complex procedures, progress are slow.The effect that adopts the construction of flyash hollow batten or gypsum lath now is than high several times of building block, and floor space is little, but there is the weakness that can't overcome in most batten: the big transportation of quality inconvenience, breakage rate are high, body of wall seals easy to crack, not sound insulation, be not durable etc." the on-the-spot monolithic construction method of CN1556291A lightweight plaster wall " " CN101509287 non-bearing wall body featuring plaster pouring and preparation method "
Patents such as " CN101418602A are the reinforcing bar silicon structure system in-situ casting construction method of materials for wall with the ardealite " all relates to the lightweight plaster wall cast-in-site, but does not all relate to the equipment of cast-in-site, as the conveying of powder, the form of mixer etc.The job practices of these patents is integrated poured or laminated pouring, though these methods are advanced, automation is low, and on-the-spot slurry is revealed more serious.
Summary of the invention
The objective of the invention is to create the change system and the method for a kind of cast-in-site, easy construction.
This gypsum wall in-situ concreting equipment system mainly is grouped into by blower fan, feed bin, dispenser, conveying pipeline, shunt valve, template group, duct type helical stir-dehvery pump unit and electrical control division.Its duct type helical stir-dehvery pump unit is located at the end of powder conveying, and the front portion is provided with powder import, water inlet, helical stir bar, rear portion and is provided with pump machine and slurry outlet.The template group that its step pouring method is used is made up of template, special bolt, striker plate.
The job practices of this gypsum wall in-situ concreting equipment system adopts some charging multiple spot discharging forms, or multiple feed multiple spot discharging form; The end of the Pneumatic conveying pipeline that its powder mixes with water relies on duct type helical stir-dehvery pump unit to stir, and directly injects die cavity by the pump machine after stirring is finished.
The invention has the advantages that overcome the shortcoming that existing traditional handicraft exists and provide a kind of efficiency of construction height, automaticity height, wall quality good, can alleviate labor strength greatly, reduce material deterioration inside, the Apparatus and method for of cleaned in situ construction.
Description of drawings
Fig. 1 is gypsum wall in-situ concreting equipment system () figure
Fig. 2 is gypsum wall in-situ concreting equipment system (two) figure
Fig. 3 is duct type helical stir-dehvery pump unit enlarged drawing
Fig. 4 is the template group front view
Fig. 5 is the template group vertical view
Fig. 6 is body of wall step pouring () front view
Fig. 7 is body of wall step pouring () vertical view
Fig. 8 is body of wall step pouring (a two) front view
Fig. 9 is body of wall step pouring (a two) vertical view
Figure 10 is body of wall step pouring (a three) front view
Figure 11 is body of wall step pouring (a three) vertical view
Illustration
1.1 blower fan, 1.2 feed bins, 1.3 dispensers, 1.4 conveying pipelines, 1.5 shunt valves, 1.6 duct types helical stir-dehvery pump unit, 1.7 slurry carrier pipes, 3.1 powder imports, 3.2 water inlets, 3.3 helical stir bars, 3.4 slurry outlets, 3.5 pumps, 4.1 templates, 4.2 special bolt groups, 4.3 striker plates, 4.4 die cavitys, 5.1 building columns, 5.2 gypsum slurries, 6.1 solidify good gypsum wall
The specific embodiment
1, as shown in Figure 1, change system of the present invention mainly is grouped into by blower fan 1.1, feed bin 1.2, dispenser 1.3, conveying pipeline 1.4, shunt valve 1.5, slurry carrier pipe 1.7, duct type helical stir-dehvery pump unit 1.6 and electrical control division.
According to relevant documents and materials, in order to improve the quality of body of wall, the batching of the gypsum wall of cast-in-site has 3-4 kind material to cooperate according to a certain percentage to form.In the system shown in Figure 1, be provided with 3 feed bins 1.2, be respectively charged into different batchings.Its course of work is: at first batching in each feed bin 1.2 is mixed in proportion flowing to glassware 1.3, under the effect of blower fan 1.1, mixed powder enters pipeline 1.4, deliver to each setting through shunt valve 1.5, each outlet connecting tube of end road formula helical stir-dehvery pump unit 1.6 of shunt valve, mixed powder is mixed with water through stirring, and, slurry 5.2 is injected die cavitys 4.4 by dehvery pump 3.5.
In the system that Fig. 2 represents, the various batchings of forming body of wall mix in proportion and 1 feed bin 1.2 of packing in, other the course of work such as Fig. 1's is identical.
2, the stirring of water and powder, the conveying of slurry is finished in duct type helical stir-dehvery pump unit 1.6.Its structure as shown in Figure 3.Its course of work is: the motion of motor drives stirring-dehvery pump.Will be through 3.1 powders that enter with after 3.2 water that enter fully mix stirring, by exporting 3.5 outputs, and realize separating of powder and gas.
Its advantage is: (1) is existing with now stirring, and what what stir with.(2) compact conformation, floor space is few.(3) water directly mixes with powder, and discharging gas does not need the powder air separation, saves cost.
3, the sectional forming mode is adopted in the body of wall moulding.
Jiao Zhu body of wall is chosen the template group of step pouring earlier as requested.Template group as shown in Figure 4.It is by template 4.1, special bolt 4.2, striker plate 4.3 combinations.
Its course of work is: according to the length of the good special bolt 4.2 of Thickness Design of body of wall; According to the length of body of wall and the length and the height of height design template 4.1.For increasing work efficiency, next monoblock body of wall of ordinary circumstance divides three layers of cast, 2-3 casting complete of every layer of branch.Casting process is shown in Fig. 6-11.
As Fig. 6, Fig. 7, reach the standard grade local the drawing of the body of wall of preparing cast, again form assembly is placed on line place.One end of template 4.1 is close to building column 5.1, and the other end is sealed with striker plate 4.3 and formed die cavity 4.4, can put into keel, grid, warming plate etc. as required in the die cavity, after fixing, injects gypsum slurry 5.2.
As Fig. 8, shown in Figure 9 be that body of wall is finished the process of preparing second of cast behind the wallboard.When pouring into a mould second, an end of template 4.1 should be clamped and solidify good gypsum wall 6.1, and the other end blocks with striker plate 4.37, forms die cavity, and other are identical with Fig. 5 process.
As Figure 10, shown in Figure 11 be the process of preparing another layer of cast behind one deck casting complete of body of wall.When another layer of cast, one deck of having poured into a mould will be clamped in template 4.1 bottoms, and other are identical with Fig. 5 process.
Its advantage is: (1) quick construction is convenient, makes full use of the fast characteristics of gypsum sets.(2) do not reveal, easy to clean.(3) because be not the monoblock construction, be easy to place keel, heat insulating material etc. in the body of wall.(4) reduce template number greatly.
The embodiment one of change system of the present invention: trailer-type
Blower fan, feed bin, dispenser are installed on the trailer, with vehicle trailer are dragged to the job site during construction, set up pipeline, shunt valve, duct type helical stir-dehvery pump unit, construct then.Native system is fit to large-scale construction, highrise building.
Embodiment two: vehicular
Whole system is installed on the vehicle.Be that blower fan, feed bin, dispenser, conveying street, shunt valve are integrated on the vehicle, and are provided with the long-armed of high-rise crane.During work, extend long-armedly, make it adapt to each floor work.Native system is fit to the middle level building.
Embodiment three: cart type
This system is a mini-system, is fit to small-sized, low-rise building.Blower fan, feed bin, dispenser, shunt valve, duct type helical stir-dehvery pump unit are installed on the small handcart, rely on manpower to promote.
Claims (5)
1. a gypsum wall in-situ concreting equipment system is characterized in that: be grouped into by blower fan (1.1), feed bin (1.2), dispenser (1.3), conveying pipeline (1.4), shunt valve (1.5), template group (4), duct type helical stir-dehvery pump unit (1.6) and electrical control division.
2. according to the described in-situ concreting equipment system of claim 1, it is characterized in that: duct type helical stir-dehvery pump unit (1.6) is located at the end of powder conveying, and the front portion is provided with powder import (3.1), water inlet (3.2), helical stir bar (3.3), rear portion and is provided with pump machine (3.5) and slurry outlet (3.4).
3. in-situ concreting equipment system according to claim 2 is characterized in that: the template group (4) that the step pouring method is used is made up of template (4.1), special bolt (4.2), striker plate (4.3).
4. according to the job practices of the described a kind of gypsum wall in-situ concreting equipment system of claim 1, it is characterized in that: adopt some charging multiple spot discharging forms, or multiple feed multiple spot discharging form.
5. according to the job practices of the described a kind of stone wall in-situ concreting equipment system of claim 4, it is characterized in that: the end of the Pneumatic conveying pipeline that powder mixes with water relies on duct type helical stir-dehvery pump unit (1.6) to stir, and directly injects die cavity (4.5) by pump machine (3.5) after stirring is finished.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101396440A CN101914991A (en) | 2010-04-02 | 2010-04-02 | Gypsum wall in-situ concreting equipment system and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010101396440A CN101914991A (en) | 2010-04-02 | 2010-04-02 | Gypsum wall in-situ concreting equipment system and construction method thereof |
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| Publication Number | Publication Date |
|---|---|
| CN101914991A true CN101914991A (en) | 2010-12-15 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2010101396440A Pending CN101914991A (en) | 2010-04-02 | 2010-04-02 | Gypsum wall in-situ concreting equipment system and construction method thereof |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109403517A (en) * | 2018-10-09 | 2019-03-01 | 石家庄筑佳节能产品科技有限责任公司 | A kind of construction of plaster wall |
| CN113365756A (en) * | 2018-09-28 | 2021-09-07 | 英默里斯美国公司 | Production of foundry premix compositions |
-
2010
- 2010-04-02 CN CN2010101396440A patent/CN101914991A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113365756A (en) * | 2018-09-28 | 2021-09-07 | 英默里斯美国公司 | Production of foundry premix compositions |
| CN109403517A (en) * | 2018-10-09 | 2019-03-01 | 石家庄筑佳节能产品科技有限责任公司 | A kind of construction of plaster wall |
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Application publication date: 20101215 |