CN201424724Y - Gypsum powder poured integrated wall body - Google Patents
Gypsum powder poured integrated wall body Download PDFInfo
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- CN201424724Y CN201424724Y CN2009200212851U CN200920021285U CN201424724Y CN 201424724 Y CN201424724 Y CN 201424724Y CN 2009200212851 U CN2009200212851 U CN 2009200212851U CN 200920021285 U CN200920021285 U CN 200920021285U CN 201424724 Y CN201424724 Y CN 201424724Y
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- wall body
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- gypsum powder
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Abstract
The utility model relates to a gypsum powder poured integrated wall body. A main wall body consists of a gypsum layer and a reinforcement mesh embedded in the gypsum layer, and a plurality of vacuum tubes and wire tubes for laying electrical wires, telephone wires and network cables are evenly fixed on the reinforcement mesh; both the vacuum tubes and the wire tubes are positioned in the gypsum layer; and a concrete wall guide layer which is higher than the finished ground is poured between the bottom of the main wall body and a cast-in-place surface. The wall body is gapless and firm and hasa long service life, moreover, the cost is low, and construction is simple. The wall body can be formed by one-step pouring, the cost is low, the connection between the main wall body and the bottom of a beam is firm and reliable, cracks cannot be easily produced, and the wall body cannot be easily cracked. In the process of construction, various pipelines and wiring boxes are fixed on the reinforcement mesh, so the defects of wall breaking for mounting tubes for electric installation are avoided. The wall body can insulate sound and heat; and the wall guide layer can proof water and damp andprotect the main wall body.
Description
Technical field
The utility model relates to the construction wall technical field, specifically is a kind of gypsum powder poured integral wall.
Background technology
In the building field, body of wall is mainly built by laying bricks or stones at the construction field (site), is installed and form with brick, wallboard.Gypsum lath is as a kind of building materials commonly used, more and more has been applied to utilize some block gypsum plate bar spliced walls during body of wall makes, between the gypsum lath, fixedly connected by metal clamps between gypsum lath and the beam column.This kind body of wall has light weight, low cost and other advantages, but also has following shortcoming:
1, makes gypsum lath and need drop into bigger human and material resources, financial resources, could implement.
2, utilize in the gypsum lath spliced wall process, because plant equipment and human factor, the plate thickness of output is inconsistent, causes the surface of wall after the amalgamation uneven, scrapes the Da Bai construction to later process and brings a lot of difficulties.
3, after many gypsum laths are produced because the unsound a variety of causes that waits of storage facilities must outdoor storage, through Exposure to Sunlight for a long time, drench with rain, humidity, make bend, distortion, intensity reduces, and easily brokenly easily splits frangiblely, causes great waste; If continue with such gypsum lath spliced wall, the assembly unit operation is difficulty very, and can cause surface of wall uneven, and work brings very burden to postorder.
4, the transportation of gypsum lath, being easy to can be impaired, edge damage, broken angle occur, and metal clamps can not effectively be fixed gypsum lath, has also reduced the entire firmness of body of wall; In addition, in work progress, need a dead lift gypsum lath upstairs, labour intensity is very big, inefficiency.
5, in the work progress, metal clamps is injected gypsum lath, cast-in-place beam column by penetrating rifle.But owing to penetrate rifle striker defect head or nailing insufficient strength, with low quality, the nailing bending occurs, strike off or nailing can't be injected concrete, gypsum lath fixedly card can't be fixed, and the body of wall entire firmness seriously descends.In addition, because land plaster has corrosion to metal clamps, cause metal clamps to lose efficacy.
6, because the length of gypsum lath is fixed, in the construction of high size amalgamation wall, the mode that the technician requires to implement upper connecting plate is finished body of wall.The enforcement of this method of operating, top fishplate bar causes splicing seams width inconsistent because constructing operation personnel sawing size can not reach strict control, causes next procedure to smear the difficulty of seam, grouting.It also is the major reason of metope crackle.Upper connecting plate is to carry out implementation and operation on the top of lath, and overhead high, fixedly difficulty is big, does not have big fixation device, and is insecure only according to the metal clamps connection, also can cause the metope crackle.It is significantly uneven that metope is presented.Scrape Da Bai for the back operation and caused constructional difficulties, the significant wastage of material, human and material resources.Scrape the levelling operation of Da Bai,, often use different material (for example land plaster body of wall cement levelling) with body of wall because the constructor who has does not understand for the characteristic of land plaster, because material difference, its convergent force is inconsistent, causes the leveling layer crack to come off to cause and does over again, the waste labor and materials.
7, in the work progress, construction technical staff is finished the firm connection between the gypsum lath by the amalgamation lath being smeared seam, grouting.But because the constructor who has can not understand and grasp the characteristic of land plaster, constructing operation is blindly often smeared the land plaster mortar that lost efficacy on the gypsum lath splicing seams.Because slit width is inhomogeneous between the gypsum lath, the narrow land plaster mortar that makes squeezes less than meeting the inside, and paste does not have the firm effect that connects on the lath surface; Wide then mortar is pressed against in the grouting duct, the inside, seam road in a large number, and the mortar some places of tow sides wall bump mutually and connect, and result in blockage to grouting, and whole grout hole can't be filled, and do not have the effect that connects firm lath.Making whole body of wall present perpendicular significantly splitting confusingly, influence wall body structure, is unallowed disadvantage on the builing industry.
During grouting,, the land plaster slurries are slowly poured into from the lath slit open top of the slurry of plastering, owing to be in the milk the duct inside the plate face, operating personnel can't see the actual conditions of determining grouting, can't ensure the quality of grouting.And the unreasonable meeting of water/binder ratio of the land plaster mortar of grouting usefulness causes mortar to lose efficacy.In addition, during preparation land plaster mortar, the long stirring of artificial mistake also can destroy the hard speed admittedly of land plaster mortar, thereby mortar was lost efficacy.After the land plaster mortar dehydration of losing efficacy, have not a particle of bonding dynamics, thereby cause lath seam place to crack.In addition, gypsum lath has all very fast characteristic of suction, dehydration, causes the expansion of lath, degree of shrinkage to strengthen at short notice, also can cause lath seam place to crack.
8, the contact position of beam and wall easily produces cross-section line and can't stop, and metope is permanent transverse crack.
9, soundproof effect is poor, and adjacent interferes with each other.
10, this kind body of wall brings difficulty for electric installation, must implement brokenly the attached pipe of wall during construction, and because the shaking force of broken wall causes the structural capacity of whole body of wall to descend, influences the life-span of body of wall.
The utility model content
In order to overcome the shortcoming that above-mentioned prior art exists, the purpose of this utility model is to provide a kind of land plaster integral wall, it is seamless, firm, the life-span is long and cost is low, and construction is simple.
For addressing the above problem, the utility model is by the following technical solutions: this gypsum powder poured integral wall, the main wall body comprises gypsic horizon and is embedded in the interior steel mesh reinforcement of gypsic horizon, evenly is connected with several vacuum tubes on the steel mesh reinforcement, reaches the spool for laying wire, telephone wire, netting twine; Described vacuum tube, spool all are positioned at gypsic horizon; Build the concrete guide wall layer that exceeds finished product ground between the bottom surface of described main wall body and cast-in-place.
In this gypsum powder poured integral wall, described concrete guide wall floor height is in finished product ground, and the thickness that exceeds is not less than 3cm.
In this gypsum powder poured integral wall, be provided with the gap between the reinforcing bar of vacuum tube and steel mesh reinforcement.
The beneficial effects of the utility model are: gypsum powder poured integral wall is constructed at building-site, a pour-shaping, remove the investment in large-scale making sheet equipment, factory building, workshop from, solved the problem that causes body of wall to produce a lot of disadvantages such as crack because of causing the land plaster wallboard to damage in system land plaster wallboard, accumulating, loading and unloading, lifting, the artificial assembling process.In work progress, various pipelines, line box are fixed on the steel mesh reinforcement drawback of the broken attached pipe of wall when avoiding electricity to install.Vacuum tube is set has solved sound insulation, thermal insulation problem; Main wall body and soffit are solid and reliable, have solved the problem that main wall body and beam break away from the permanent crackle that causes; Lead the wall layer in the setting of the bottom of main wall body, waterproof and dampproof, protection main wall body.But this gypsum powder poured integral wall and preparation method thereof is also extensive use in old building reconstruction.This kind gypsum powder poured integral wall is compared with common brick wall or reinforced concrete wall, and overall weight is light, and the weight saving of body of wall can improve the safety of building body, alleviates the destructive power to the earth's crust, is specially adapted to highrise building.
Description of drawings
Below in conjunction with drawings and Examples the utility model is described further:
Fig. 1 is the structural representation of the utility model gypsum powder poured integral wall,
Fig. 2 is the A-A view of Fig. 1,
Among the figure: 1 gypsic horizon, 2 steel mesh reinforcements, 3 vacuum tubes, 4 spools, 5 line boxes, 6 lead the wall layer, 7 main wall bodies, 8 beams, 9 cast-in-place.
The specific embodiment
As shown in Figure 1 and Figure 2, this gypsum powder poured integral wall, main wall body 7 comprise gypsic horizon 1 and are embedded in the interior steel mesh reinforcement 2 of gypsic horizon.Evenly be connected with several vacuum tubes 3 on the steel mesh reinforcement 2, reach spool 4 for laying wire, telephone wire, netting twine.Be provided with the gap between the reinforcing bar of vacuum tube 3 and steel mesh reinforcement 2, when building body of wall like this, land plaster can all wrap up rebar surface, avoids reinforcing bar to contact with air oxidation takes place.Vacuum tube 3, spool 4 all are positioned at gypsic horizon 1.Build the concrete guide wall layer 6 that exceeds finished product ground between the bottom surface of main wall body 7 and cast-in-place 9.The thickness that concrete guide wall layer 6 is higher than finished product ground is not less than 3cm.
Claims (3)
1, a kind of gypsum powder poured integral wall is characterized in that: the main wall body comprises gypsic horizon and is embedded in the interior steel mesh reinforcement of gypsic horizon, evenly is connected with several vacuum tubes on the steel mesh reinforcement, reaches the spool for laying wire, telephone wire, netting twine; Described vacuum tube, spool all are positioned at gypsic horizon; Build the concrete guide wall layer that exceeds finished product ground between the bottom surface of described main wall body and cast-in-place.
2, a kind of gypsum powder poured integral wall according to claim 1 is characterized in that: described concrete guide wall floor height is in finished product ground, and the thickness that exceeds is not less than 3cm.
3, a kind of gypsum powder poured integral wall according to claim 1 and 2 is characterized in that: be provided with the gap between the reinforcing bar of vacuum tube and steel mesh reinforcement.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200212851U CN201424724Y (en) | 2009-04-21 | 2009-04-21 | Gypsum powder poured integrated wall body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009200212851U CN201424724Y (en) | 2009-04-21 | 2009-04-21 | Gypsum powder poured integrated wall body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201424724Y true CN201424724Y (en) | 2010-03-17 |
Family
ID=42024167
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009200212851U Expired - Fee Related CN201424724Y (en) | 2009-04-21 | 2009-04-21 | Gypsum powder poured integrated wall body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201424724Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105016689A (en) * | 2015-08-07 | 2015-11-04 | 武汉理工大学 | Cast-in-situ wall material |
-
2009
- 2009-04-21 CN CN2009200212851U patent/CN201424724Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105016689A (en) * | 2015-08-07 | 2015-11-04 | 武汉理工大学 | Cast-in-situ wall material |
| CN105016689B (en) * | 2015-08-07 | 2017-09-29 | 武汉理工大学 | A kind of cast-in-situ wall material |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100317 Termination date: 20140421 |