CN106285003A - Gypsum Fibrosum metope casting construction method - Google Patents
Gypsum Fibrosum metope casting construction method Download PDFInfo
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- CN106285003A CN106285003A CN201510293135.6A CN201510293135A CN106285003A CN 106285003 A CN106285003 A CN 106285003A CN 201510293135 A CN201510293135 A CN 201510293135A CN 106285003 A CN106285003 A CN 106285003A
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Abstract
The invention discloses a kind of Gypsum Fibrosum metope casting construction method, comprise the following steps: the levelling line in cast ditch, the fixing levelling bar of metope, the levelling line of layer-by-layer casting metope from bottom to top, removing the levelling mould of metope and the levelling bar of metope, the most successively carry out metope cast, cleaning is repaired.Thus provide a kind of construction method directly carrying out calcium plaster cast at metope, constructing operation is simple, the duration is short, do not affected by metope humidity, safety and environmental protection, the interior space is taken little, make Gypsum Fibrosum more flexible at the operational mode of building wall, expand the Gypsum Fibrosum range of application at building wall, have being skillfully constructed, implement conveniently, the feature such as easily.
Description
Technical field
The present invention relates to a kind of Gypsum Fibrosum metope casting construction method, be mainly used in building wall and process.
Background technology
At present, Gypsum Fibrosum and the microcellular structure of goods thereof and thermal dehydration, it is allowed to have excellent sound insulation, heat insulation and fire protecting performance, these superior performances make Gypsum Fibrosum be widely used at building field.Gypsum Fibrosum in the application of building field mainly for the preparation of Thistle board, fibrous plaster, decorated gypsum board, gypsum hollow lath and gypsum block etc..
Existing building wall, especially indoor wall mostly are latex lacquer painting, and working procedure complexity, hollowing, cracking, flatness and the perpendicularity of this metope are difficult to control to, the big people of impact of dust of polishing healthy, material is time-consuming takes a lot of work for expense.Further, affected greatly by the humidity of metope own during construction, need the time placed long after having constructed, also can produce the gases such as formaldehyde, health risk.Therefore, increasing people explore and are used in the process of building wall by Gypsum Fibrosum, it is presently mainly and the plasterboard of molding is directly or indirectly fixed on metope, the most do not only exist the transport of plasterboard, storage problem, cause cost high, long in time limit, and plasterboard thickness is big, tied up the interior space.
Summary of the invention
The technical problem to be solved is to provide a kind of Gypsum Fibrosum metope casting construction method, at metope direct pouring gypsum plate.
Technical scheme is as follows: a kind of Gypsum Fibrosum metope casting construction method, comprises the following steps:
Step one, the levelling line in cast ditch, the levelling bar in ditch of rectangular strip is fixed with ground in the base angle that metope intersects, the levelling mould in ditch of " L " shape strip is placed above the levelling bar in ditch, the end face of the levelling bar in the adjacent ditch of galianconism section of the levelling mould in this ditch, long-armed section of the levelling mould in ditch positioned opposite with metope, pouring gypsum slurry between long-armed section and metope of the levelling mould in described ditch, forms the levelling line in ditch；
Step 2, the fixing levelling bar of metope, the metope above the levelling line in ditch vertically fixes the levelling bar of metope of a group two-by-two, the rectangular column of the levelling bar of described metope；
Step 3, the levelling line of layer-by-layer casting metope from bottom to top, the levelling mould of metope is fixed between two metope levelling bar lower ends in each group, pouring gypsum slurry between the levelling mould of described metope and metope, treat that calcium plaster solidification i.e. completes the cast of ground floor metope levelling line, again at the levelling mould of metope fixed above of ground floor metope levelling line cast, repeat aforesaid operations and carry out the cast of second layer metope levelling line, until the levelling line of vertical metope is formed on the top being poured into metope；
Step 4, removes the levelling mould of metope and the levelling bar of metope；
Step 5, the most successively carry out metope cast, metope casting moulds is fixed between the lower end of adjacent two levelling lines of metope, pouring gypsum slurry between described metope casting moulds and metope, treat that calcium plaster solidification i.e. completes the cast of ground floor metope, again at the metope casting moulds fixed above of ground floor metope cast, repeat aforesaid operations and carry out second layer metope cast, until being poured into metope top；
Step 6, cleaning is repaired, and is removed by the aid of metope, and with calcium plaster by floating to the nail on surface, gap.
The invention provides a kind of construction method directly carrying out calcium plaster cast at metope, constructing operation is simple, the duration is short, do not affected by metope humidity, safety and environmental protection, the interior space is taken little, make Gypsum Fibrosum more flexible at the operational mode of building wall, expand the Gypsum Fibrosum range of application at building wall.And, first with the levelling line in the levelling mould in ditch cast ditch, then the metope above the levelling line in ditch utilizes the levelling bar of metope and the metope levelling mould cast levelling line of metope, metope is poured into a mould again between two levelling lines of adjacent metope, the most first pour into a mould levelling line, then pour into a mould metope, considerably improve the flatness of metope；Moreover, the metope cast layer-by-layer casting the most from bottom to top between the levelling line of metope and the levelling line of two metopes, the spillage problem caused greatly due to the amount of pouring when not only avoid large area cast, and be conducive to the control of degree of plainness for wall surface further.The gypsic horizon so directly poured into a mould at metope, not only safety and environmental protection, insulate, prevent fires, waterproof, moistureproof, do not ftracture, non-foaming, and surface is moist, can be directly used as final metope, it is also possible to stamp or wallpaper.When the thickness of gypsic horizon is at more than 10mm, it is also possible to significantly every radiation.
As preferably, the levelling mould of described metope is become "] by steel plate bending " shape, the biside plate of the levelling mould of this metope is close to the levelling bar of metope of correspondence, and the opening end of the levelling mould of metope is towards metope, and the closing plate lateral surface bar levelling with metope of the levelling mould of metope flushes away from the side of metope.The simple in construction of the levelling mould of metope, intensity are high, versatility is big, and service life is long, can recycle.
Between the levelling mould of described metope is by the fixing two levelling bars of metope in each group of positioning strip, described positioning strip lateral arrangement, the two ends of positioning strip are overlapped on the levelling bar of metope and fixed thereto；Fix the levelling mould of metope, not only fixation by positioning strip, and be conducive to the levelling mould of the metope avoiding steel plate bending to deform, it is ensured that flatness.Described metope casting moulds is fixed by the levelling line of nail and metope.Metope casting moulds, not only fixation is fixed by nail, and easy to operate, readily accessible.
Preferred as another kind, the levelling mould of described metope is processed into rectangular plate-like by timber, and the corresponding levelling bar of metope is close at the two ends of the levelling mould of this metope, and away from the side of metope and to pass through nail fixed thereto.Easily, production cost is low for the simple in construction of the levelling mould of metope, production.
Described metope casting moulds is processed into rectangular plate-like by timber, and the corresponding levelling line of metope is close at the two ends of this metope casting moulds, and away from the side of metope and to pass through nail fixed thereto.The simple in construction of metope casting moulds, produce easily, production cost low.
Being provided with stiffener in described step one before pouring gypsum in the levelling mould in ditch, described stiffener is processed into strip by timber, and this stiffener is close to metope and is fixed, and leaves spacing between the inwall of long-armed section of the levelling mould of stiffener and ditch.Stiffener is so set, can nail be squeezed in stiffener when the levelling mould of subsequent fixed metope or metope casting moulds, increase the intensity that nail is fixing, it is to avoid by Gypsum Fibrosum avalanche when stress after Gypsum Fibrosum directly squeezed into by nail.
Before fixing metope casting moulds in described step 5, it is provided with boss between adjacent two levelling lines of metope, this boss is processed into bulk by timber, this boss is close to metope and is fixed, and the thickness of boss is thinner than the thickness of pouring gypsum, when fixing metope casting moulds, outside metope casting moulds, it is inserted with the nail stretching into boss.Boss is so set, when fixing metope casting moulds, nail is squeezed in boss, increase the intensity that nail is fixing, it is to avoid by Gypsum Fibrosum avalanche when stress after Gypsum Fibrosum directly squeezed into by nail.
The levelling bar in described ditch and the levelling bar of metope are processed by batten, and the levelling bar in ditch and the levelling bar of metope are fixed with metope by nail；The levelling mould in described ditch is formed by steel plate bending.
Vertical dimension D1 between long-armed section of the levelling mould in described ditch and metope is 8-18mm, and described metope levelling mould medial surface is equal with D1 to vertical dimension D2 of metope；The free end of long-armed section of the levelling mould in described ditch is 20-50mm to vertical dimension D3 of galianconism section medial surface, the height H1 of the levelling mould of described metope is 200-800mm, the height H2 of described metope casting moulds is 200-800mm, often in group, space D 4 between two levelling bars of metope is 200-800mm, and the space D 5 between every two groups of levelling bars of metope is 500-1000mm.
As preferably, described D1=D2=10mm, described D3=30mm, described H1=600mm, described H2=600mm, described D4=600mm, described D5=800mm.
Beneficial effect: the present invention is by the first levelling line in cast ditch, pour into a mould the levelling line of metope again, finally carry out metope cast, providing a kind of construction method directly carrying out calcium plaster cast at metope, constructing operation is simple, the duration is short, is not affected by metope humidity, safety and environmental protection, the interior space is taken little, make Gypsum Fibrosum more flexible at the operational mode of building wall, expand the Gypsum Fibrosum range of application at building wall, have being skillfully constructed, implement conveniently, the feature such as easily.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention.
Detailed description of the invention
Embodiments of the invention are described below in detail, and described embodiment example is shown in the drawings, and the most same or similar label represents same or similar element or has the element of same or like function.It is exemplary for describing embodiment below with reference to accompanying drawing, it is intended to explains the present invention, and is not considered as limiting the invention.
In describing the invention, it should be noted that, for the noun of locality, if any term " " center ", " laterally ", " longitudinally ", " length ", " width ", " thickness ", on " ", D score, " front ", " afterwards ", " left ", " right ", " vertically ", " level ", " push up ", " end ", " interior ", " outward ", " clockwise ", indicating positions such as " counterclockwise " and position relationship are based on orientation shown in the drawings or position relationship, it is for only for ease of the narration present invention and simplifies description, rather than indicate or imply that the device of indication or element must have specific orientation, with particular orientation structure and operation, the concrete protection domain that should not be construed as limiting the invention." nail " in present invention description, can be iron nail, can also be wooden peg.
In the present invention, except as otherwise clear stipulaties and restriction, " assemble " if any term, " being connected ", " connection ", the term such as " fixing " should go to understand as broad sense, connect for example, it may be fixing, it is also possible to be to removably connect, or be integrally connected；Can also be to be mechanically connected, it is also possible to be electrical connection；Can be to be joined directly together, it is also possible to be to be connected by intermediary, can be that two element internals are connected.For those of ordinary skills, above-mentioned term concrete meaning in the present invention can be understood as the case may be.
In invention, unless otherwise prescribed and limit, fisrt feature second feature it " on " or D score can include that the first and second features directly contact, it is also possible to include that the first and second features are not directly contact but by the other characterisation contact between them.And, fisrt feature second feature " on ", " under " and " above " include that fisrt feature directly over second feature and oblique upper, or is only the height representing fisrt feature level height higher than second feature.Fisrt feature second feature " on ", " under " and " below " include that fisrt feature immediately below second feature or obliquely downward, or is merely representative of fisrt feature level height less than second feature.
Below in conjunction with the accompanying drawings, by the detailed description of the invention of the present invention is further described, make technical scheme and beneficial effect thereof clearer, clear and definite.
Embodiment 1:
As it is shown in figure 1, the present invention comprises the following steps:
Step one, the levelling line in cast ditch 6, in the base angle that metope intersects, fix the levelling bar in ditch 1 of rectangular strip with ground, the levelling bar in described ditch 1 is processed by batten, and the levelling bar in this ditch 1 is fixed with metope by nail.Placing the levelling mould in ditch 2 of " L " shape strip above the levelling bar in described ditch 1, the levelling mould in described ditch 2 is formed by steel plate bending.The end face of the levelling bar in the adjacent ditch of galianconism section 1 of the levelling mould in this ditch 2, long-armed section of the levelling mould in ditch 2 positioned opposite with metope.Vertical dimension D1 between the levelling mould in described ditch 2 long-armed sections and metope is 8-18mm, and vertical dimension D3 of the free end of the levelling mould in described ditch 2 long-armed sections to galianconism section medial surface is 20-50mm, the preferred described D1=8mm of the present embodiment, described D3=20mm.Being provided with stiffener 10 in the levelling mould in described ditch 2, described stiffener 10 is processed into strip by timber, and this stiffener 10 is close to metope and is fixed, and leaves spacing between the inwall of the levelling mould of stiffener 10 and ditch 2 long-armed sections.Pouring gypsum slurry between long-armed section and metope of the levelling mould in described ditch 2, forms the levelling line in ditch 6；The levelling mould in ditch 2 and the levelling bar in ditch 1 is removed after about 10 minutes.
Step 2, the fixing levelling bar of metope 3, the metope above the levelling line in ditch 6 vertically fixes the levelling bar of metope 3 of a group two-by-two, the rectangular column of the levelling bar of described metope 3, the levelling bar of this metope 3 is processed by batten, and the levelling bar of metope 3 is fixed with metope by nail.The width of the levelling bar of described metope 3 is 50-200mm, and thickness is equal with D1, the wide 50mm of the preferred metope of the present embodiment levelling bar 3.Often in group, space D 4 between two levelling bars of metope 3 is 200-800mm, and the space D 5 between every two groups of levelling bars of metope 3 is 500-1000mm.The preferred described D4=200mm of the present embodiment, described D5=500mm.
Step 3, the levelling line of layer-by-layer casting metope 7 from bottom to top, the levelling mould of metope 4 is fixed between two metope levelling bar 3 lower ends in each group, the levelling mould of described metope 4 is become "] by steel plate bending " shape, the biside plate of the levelling mould of this metope 4 is close to the levelling bar of metope 3 of correspondence, the opening end of the levelling mould of metope 4 is towards metope, and the closing plate lateral surface bar levelling with metope 3 of the levelling mould of metope 4 flushes away from the side of metope.Between the levelling mould of described metope 4 is by the fixing two levelling bars of metope 3 in each group of positioning strip 5, described positioning strip 5 lateral arrangement, the two ends of positioning strip 5 are overlapped on the levelling bar of metope 3 and fixed thereto.It is equal with D1 to vertical dimension D2 of metope that the levelling mould of described metope 4 closes plate medial surface, and the height H1 of the levelling mould of described metope 4 is 200-800mm, the preferred described H1=200mm of the present embodiment.Pouring gypsum slurry between the levelling mould of described metope 4 and metope, treat that calcium plaster solidification i.e. completes the cast of ground floor metope levelling line, treat after about 10 minutes that calcium plaster solidification i.e. completes the cast of ground floor metope levelling line, again at the levelling mould of metope fixed above 4 of ground floor metope levelling line cast, repeat aforesaid operations and carry out the cast of second layer metope levelling line, until the levelling line of vertical metope 7 is formed on the top being poured into metope.Before carrying out the cast of second layer metope levelling line, the levelling mould of metope 4 that levelling for ground floor metope line is poured into a mould can be dismantled recycling, it is possible to use the levelling mould of new metope 4.
Step 4, removes the levelling mould of metope 4 and the levelling bar of metope 3；
Step 5, the most successively carrying out metope cast, be provided with at least one boss 9 between adjacent two levelling lines of metope 7, described boss 9 is processed into bulk by timber, this boss 9 is close to metope and is fixed, and the thickness of boss 9 is thinner than the thickness of pouring gypsum.Fixing metope casting moulds 8 between the lower end of adjacent two levelling lines of metope 7, described metope casting moulds 8 is processed into rectangular plate-like by timber, and the height H2 of described metope casting moulds 8 is 200-800mm, the preferred described H2=200mm of the present embodiment.The corresponding levelling line of metope 7 is close at the two ends of this metope casting moulds 8, and away from the side of metope and to pass through nail fixed thereto.Further, it is inserted with outside metope casting moulds 8 and stretches into the nail of boss 9.Pouring gypsum slurry between described metope casting moulds 8 and metope, treat after about 10 minutes that calcium plaster solidification i.e. completes the cast of ground floor metope, again at the metope casting moulds 8 fixed above of ground floor metope cast, repeat aforesaid operations and carry out second layer metope cast, until being poured into metope top.Before carrying out second layer metope cast, the metope casting moulds 8 that ground floor metope is poured into a mould can be dismantled recycling, it is possible to use new metope casting moulds 8.
Step 6, cleaning is repaired, and is removed by the aid of metope, and with calcium plaster by floating to the nail on surface, gap.
Embodiment 2:
As it is shown in figure 1, the present invention comprises the following steps:
Step one, the levelling line in cast ditch 6, in the base angle that metope intersects, fix the levelling bar in ditch 1 of rectangular strip with ground, the levelling bar in described ditch 1 is processed by batten, and the levelling bar in this ditch 1 is fixed with metope by nail.Placing the levelling mould in ditch 2 of " L " shape strip above the levelling bar in described ditch 1, the levelling mould in described ditch 2 is formed by steel plate bending.The end face of the levelling bar in the adjacent ditch of galianconism section 1 of the levelling mould in this ditch 2, long-armed section of the levelling mould in ditch 2 positioned opposite with metope.Vertical dimension D1 between the levelling mould in described ditch 2 long-armed sections and metope is 8-18mm, and vertical dimension D3 of the free end of the levelling mould in described ditch 2 long-armed sections to galianconism section medial surface is 20-50mm, the preferred described D1=18mm of the present embodiment, described D3=50mm.Being provided with stiffener 10 in the levelling mould in described ditch 2, described stiffener 10 is processed into strip by timber, and this stiffener 10 is close to metope and is fixed, and leaves spacing between the inwall of the levelling mould of stiffener 10 and ditch 2 long-armed sections.Pouring gypsum slurry between long-armed section and metope of the levelling mould in described ditch 2, forms the levelling line in ditch 6；The levelling mould in ditch 2 and the levelling bar in ditch 1 is removed after about 10 minutes.
Step 2, the fixing levelling bar of metope 3, the metope above the levelling line in ditch 6 vertically fixes the levelling bar of metope 3 of a group two-by-two, the rectangular column of the levelling bar of described metope 3, the levelling bar of this metope 3 is processed by batten, and the levelling bar of metope 3 is fixed with metope by nail.The width of the levelling bar of described metope 3 is 50-200mm, and thickness is equal with D1, the wide 200mm of the preferred metope of the present embodiment levelling bar 3.Often in group, space D 4 between two levelling bars of metope 3 is 200-800mm, and the space D 5 between every two groups of levelling bars of metope 3 is 500-1000mm.The preferred described D4=800mm of the present embodiment, described D5=1000mm.
Step 3, the levelling line of layer-by-layer casting metope 7 from bottom to top, the levelling mould of metope 4 is fixed between two metope levelling bar 3 lower ends in each group, the levelling mould of described metope 4 is processed into rectangular plate-like by timber, and the corresponding levelling bar of metope 3 is close at the two ends of the levelling mould of this metope 4, and away from the side of metope and to pass through nail fixed thereto.Described metope levelling mould 4 medial surface is equal with D1 to vertical dimension D2 of metope, and the height H1 of the levelling mould of described metope 4 is 200-800mm, the preferred described H1=800mm of the present embodiment.Pouring gypsum slurry between the levelling mould of described metope 4 and metope, treat that calcium plaster solidification i.e. completes the cast of ground floor metope levelling line, treat after about 10 minutes that calcium plaster solidification i.e. completes the cast of ground floor metope levelling line, again at the levelling mould of metope fixed above 4 of ground floor metope levelling line cast, repeat aforesaid operations and carry out the cast of second layer metope levelling line, until the levelling line of vertical metope 7 is formed on the top being poured into metope.Before carrying out the cast of second layer metope levelling line, the levelling mould of metope 4 that levelling for ground floor metope line is poured into a mould can be dismantled recycling, it is possible to use the levelling mould of new metope 4.
Step 4, removes the levelling mould of metope 4 and the levelling bar of metope 3；
Step 5, the most successively carrying out metope cast, be provided with at least one boss 9 between adjacent two levelling lines of metope 7, described boss 9 is processed into bulk by timber, this boss 9 is close to metope and is fixed, and the thickness of boss 9 is thinner than the thickness of pouring gypsum.Fixing metope casting moulds 8 between the lower end of adjacent two levelling lines of metope 7, described metope casting moulds 8 is processed into rectangular plate-like by timber, and the height H2 of described metope casting moulds 8 is 200-800mm, the preferred described H2=800mm of the present embodiment.The corresponding levelling line of metope 7 is close at the two ends of this metope casting moulds 8, and away from the side of metope and to pass through nail fixed thereto.Further, it is inserted with outside metope casting moulds 8 and stretches into the nail of boss 9.Pouring gypsum slurry between described metope casting moulds 8 and metope, treat after about 10 minutes that calcium plaster solidification i.e. completes the cast of ground floor metope, again at the metope casting moulds 8 fixed above of ground floor metope cast, repeat aforesaid operations and carry out second layer metope cast, until being poured into metope top.Before carrying out second layer metope cast, the metope casting moulds 8 that ground floor metope is poured into a mould can be dismantled recycling, it is possible to use new metope casting moulds 8.
Step 6, cleaning is repaired, and is removed by the aid of metope, and with calcium plaster by floating to the nail on surface, gap.
Embodiment 3:
As it is shown in figure 1, the present invention comprises the following steps:
Step one, the levelling line in cast ditch 6, in the base angle that metope intersects, fix the levelling bar in ditch 1 of rectangular strip with ground, the levelling bar in described ditch 1 is processed by batten, and the levelling bar in this ditch 1 is fixed with metope by nail.Placing the levelling mould in ditch 2 of " L " shape strip above the levelling bar in described ditch 1, the levelling mould in described ditch 2 is formed by steel plate bending.The end face of the levelling bar in the adjacent ditch of galianconism section 1 of the levelling mould in this ditch 2, long-armed section of the levelling mould in ditch 2 positioned opposite with metope.Vertical dimension D1 between the levelling mould in described ditch 2 long-armed sections and metope is 8-18mm, and vertical dimension D3 of the free end of the levelling mould in described ditch 2 long-armed sections to galianconism section medial surface is 20-50mm, the preferred described D1=10mm of the present embodiment, described D3=300mm.Being provided with stiffener 10 in the levelling mould in described ditch 2, described stiffener 10 is processed into strip by timber, and this stiffener 10 is close to metope and is fixed, and leaves spacing between the inwall of the levelling mould of stiffener 10 and ditch 2 long-armed sections.Pouring gypsum slurry between long-armed section and metope of the levelling mould in described ditch 2, forms the levelling line in ditch 6；The levelling mould in ditch 2 and the levelling bar in ditch 1 is removed after about 10 minutes.
Step 2, the fixing levelling bar of metope 3, the metope above the levelling line in ditch 6 vertically fixes the levelling bar of metope 3 of a group two-by-two, the rectangular column of the levelling bar of described metope 3, the levelling bar of this metope 3 is processed by batten, and the levelling bar of metope 3 is fixed with metope by nail.The width of the levelling bar of described metope 3 is 50-200mm, and thickness is equal with D1, the wide 100mm of the preferred metope of the present embodiment levelling bar 3.Often in group, space D 4 between two levelling bars of metope 3 is 200-800mm, and the space D 5 between every two groups of levelling bars of metope 3 is 500-1000mm.The preferred described D4=600mm of the present embodiment, described D5=800mm.
Step 3, the levelling line of layer-by-layer casting metope 7 from bottom to top, the levelling mould of metope 4 is fixed between two metope levelling bar 3 lower ends in each group, the levelling mould of described metope 4 is become "] by steel plate bending " shape, the biside plate of the levelling mould of this metope 4 is close to the levelling bar of metope 3 of correspondence, the opening end of the levelling mould of metope 4 is towards metope, and the closing plate lateral surface bar levelling with metope 3 of the levelling mould of metope 4 flushes away from the side of metope.Between the levelling mould of described metope 4 is by the fixing two levelling bars of metope 3 in each group of positioning strip 5, described positioning strip 5 lateral arrangement, the two ends of positioning strip 5 are overlapped on the levelling bar of metope 3 and fixed thereto.It is equal with D1 to vertical dimension D2 of metope that the levelling mould of described metope 4 closes plate medial surface, and the height H1 of the levelling mould of described metope 4 is 200-800mm, the preferred described H1=600mm of the present embodiment.Pouring gypsum slurry between the levelling mould of described metope 4 and metope, treat that calcium plaster solidification i.e. completes the cast of ground floor metope levelling line, treat after about 10 minutes that calcium plaster solidification i.e. completes the cast of ground floor metope levelling line, again at the levelling mould of metope fixed above 4 of ground floor metope levelling line cast, repeat aforesaid operations and carry out the cast of second layer metope levelling line, until the levelling line of vertical metope 7 is formed on the top being poured into metope.Before carrying out the cast of second layer metope levelling line, the levelling mould of metope 4 that levelling for ground floor metope line is poured into a mould can be dismantled recycling, it is possible to use the levelling mould of new metope 4.
Step 4, removes the levelling mould of metope 4 and the levelling bar of metope 3；
Step 5, the most successively carrying out metope cast, be provided with at least one boss 9 between adjacent two levelling lines of metope 7, described boss 9 is processed into bulk by timber, this boss 9 is close to metope and is fixed, and the thickness of boss 9 is thinner than the thickness of pouring gypsum.Fixing metope casting moulds 8 between the lower end of adjacent two levelling lines of metope 7, described metope casting moulds 8 is processed into rectangular plate-like by timber, and the height H2 of described metope casting moulds 8 is 200-800mm, the preferred described H2=600mm of the present embodiment.The corresponding levelling line of metope 7 is close at the two ends of this metope casting moulds 8, and away from the side of metope and to pass through nail fixed thereto.Further, it is inserted with outside metope casting moulds 8 and stretches into the nail of boss 9.Pouring gypsum slurry between described metope casting moulds 8 and metope, treat after about 10 minutes that calcium plaster solidification i.e. completes the cast of ground floor metope, again at the metope casting moulds 8 fixed above of ground floor metope cast, repeat aforesaid operations and carry out second layer metope cast, until being poured into metope top.Before carrying out second layer metope cast, the metope casting moulds 8 that ground floor metope is poured into a mould can be dismantled recycling, it is possible to use new metope casting moulds 8.
Step 6, cleaning is repaired, and is removed by the aid of metope, and with calcium plaster by floating to the nail on surface, gap.
Claims (10)
1. a Gypsum Fibrosum metope casting construction method, it is characterised in that: comprise the following steps:
Step one, the cast levelling line in ditch (6), the levelling bar in the ditch (1) of rectangular strip is fixed with ground in the base angle that metope intersects, in ditch, the levelling mould in the ditch (2) of " L " shape strip is placed in levelling bar (1) top, the end face in the levelling bar in the adjacent ditch of galianconism section (1) in the levelling mould in this ditch (2), long-armed section of the levelling mould in ditch (2) positioned opposite with metope, pouring gypsum slurry between long-armed section and the metope in the levelling mould in described ditch (2), forms the levelling line in ditch (6)；
Step 2, the fixing levelling bar of metope (3), in ditch, the metope of levelling line (6) top vertically fixes the levelling bar of the metope (3) of a group two-by-two, described metope levelling bar (3) rectangular column；
Step 3, the levelling line of layer-by-layer casting metope (7) from bottom to top, the levelling mould of metope (4) is fixed between two metope levelling bar (3) lower ends in each group, pouring gypsum slurry between the levelling mould of described metope (4) and metope, treat that calcium plaster solidification i.e. completes the cast of ground floor metope levelling line, again at the levelling mould of the metope fixed above (4) of ground floor metope levelling line cast, repeat aforesaid operations and carry out the cast of second layer metope levelling line, until the levelling line of vertical metope (7) is formed on the top being poured into metope；
Step 4, removes the levelling mould of metope (4) and the levelling bar of metope (3)；
Step 5, the most successively carry out metope cast, metope casting moulds (8) is fixed between the lower end of adjacent two the levelling line of metopes (7), pouring gypsum slurry between described metope casting moulds (8) and metope, treat that calcium plaster solidification i.e. completes the cast of ground floor metope, again the metope casting moulds (8) fixed above of ground floor metope cast, repeat aforesaid operations and carry out second layer metope cast, until being poured into metope top；
Step 6, cleaning is repaired, and is removed by the aid of metope, and with calcium plaster by floating to the nail on surface, gap.
2. according to the Gypsum Fibrosum metope casting construction method shown in claim 1, it is characterized in that: the levelling mould of described metope (4) is become "] by steel plate bending " shape, the biside plate of the levelling mould of this metope (4) is close to the levelling bar of the metope (3) of correspondence, the opening end of the levelling mould of metope (4) is towards metope, and closing plate lateral surface bar levelling with metope (3) of the levelling mould of metope (4) flushes away from the side of metope.
3. according to the Gypsum Fibrosum metope casting construction method shown in claim 2, it is characterized in that: between the levelling mould of described metope (4) is by the fixing two levelling bar of the metopes (3) in each group of positioning strip (5), described positioning strip (5) lateral arrangement, it is upper and fixed thereto that the two ends of positioning strip (5) are overlapped on the levelling bar of metope (3)；Described metope casting moulds (8) is fixed with the levelling line of metope (7) by nail.
4. according to the Gypsum Fibrosum metope casting construction method shown in claim 1, it is characterized in that: the levelling mould of described metope (4) is processed into rectangular plate-like by timber, the corresponding levelling bar of metope (3) is close at the two ends of the levelling mould of this metope (4), and away from the side of metope and to pass through nail fixed thereto.
5. according to the Gypsum Fibrosum metope casting construction method shown in claim 1, it is characterized in that: described metope casting moulds (8) is processed into rectangular plate-like by timber, the corresponding levelling line of metope (7) is close at the two ends of this metope casting moulds (8), and away from the side of metope and to pass through nail fixed thereto.
6. according to the Gypsum Fibrosum metope casting construction method shown in claim 1, it is characterized in that: in described step one, in the levelling mould in ditch (2), before pouring gypsum, be provided with stiffener (10), described stiffener (10) is processed into strip by timber, this stiffener (10) is close to metope and is fixed, and leaves spacing between the inwall of long-armed section of stiffener (10) and ditch levelling mould (2).
7. according to the Gypsum Fibrosum metope casting construction method shown in claim 1, it is characterized in that: before fixing metope casting moulds (8) in described step 5, it is provided with boss (9) between adjacent two the levelling line of metopes (7), this boss (9) is processed into bulk by timber, this boss (9) is close to metope and is fixed, and the thickness of boss (9) is thinner than the thickness of pouring gypsum, when fixing metope casting moulds (8), outside metope casting moulds (8), it is inserted with the nail stretching into boss (9).
8. according to the Gypsum Fibrosum metope casting construction method shown in claim 1, it is characterised in that: the levelling bar in described ditch (1) and the levelling bar of metope (3) are processed by batten, and the levelling bar in ditch (1) and the levelling bar of metope (3) are fixed with metope by nail；The levelling mould in described ditch (2) is formed by steel plate bending.
9. according to the Gypsum Fibrosum metope casting construction method described in claim 1 or 2 or 3 or 4 or 5 or 6 or 7 or 8, it is characterized in that: vertical dimension D1 between long-armed section of the levelling mould in described ditch (2) and metope is 8-18mm, described metope levelling mould (4) medial surface is equal with D1 to vertical dimension D2 of metope；The free end in long-armed section of the levelling mould in described ditch (2) is 20-50mm to vertical dimension D3 of galianconism section medial surface, the height H1 of the levelling mould of described metope (4) is 200-800mm, the height H2 of described metope casting moulds (8) is 200-800mm, often in group, space D 4 between the two levelling bar of metopes (3) is 200-800mm, and the space D 5 between the every two groups of levelling bar of metopes (3) is 500-1000mm.
Gypsum Fibrosum metope casting construction method the most according to claim 9, it is characterised in that: described D1=D2=10mm, described D3=30mm, described H1=600mm, described H2=600mm, described D4=600mm, described D5=800mm.
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| CN201510293135.6A CN106285003A (en) | 2015-06-02 | 2015-06-02 | Gypsum Fibrosum metope casting construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510293135.6A CN106285003A (en) | 2015-06-02 | 2015-06-02 | Gypsum Fibrosum metope casting construction method |
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| CN106285003A true CN106285003A (en) | 2017-01-04 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110512823A (en) * | 2019-08-17 | 2019-11-29 | 中科住创成都科技有限公司 | Levelling dose of a kind of ground quick-drying and based on levelling dose of the floor leveling construction technology |
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| CN1112183A (en) * | 1995-04-07 | 1995-11-22 | 余鹏程 | Plaster building block and its mfg. method |
| CN2425152Y (en) * | 2000-05-16 | 2001-03-28 | 王禄德 | Gypsum walling block |
| CN101538904A (en) * | 2009-04-21 | 2009-09-23 | 刘书旺 | Gypsum powder poured integral wall and manufacturing method thereof |
| CN201531072U (en) * | 2009-09-18 | 2010-07-21 | 张玉华 | Cast-in-situ non-bearing internal partition free from plastering |
| US20120073226A1 (en) * | 2009-06-01 | 2012-03-29 | Basf Se | Wall form units and systems |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN1112183A (en) * | 1995-04-07 | 1995-11-22 | 余鹏程 | Plaster building block and its mfg. method |
| CN2425152Y (en) * | 2000-05-16 | 2001-03-28 | 王禄德 | Gypsum walling block |
| CN101538904A (en) * | 2009-04-21 | 2009-09-23 | 刘书旺 | Gypsum powder poured integral wall and manufacturing method thereof |
| US20120073226A1 (en) * | 2009-06-01 | 2012-03-29 | Basf Se | Wall form units and systems |
| CN201531072U (en) * | 2009-09-18 | 2010-07-21 | 张玉华 | Cast-in-situ non-bearing internal partition free from plastering |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110512823A (en) * | 2019-08-17 | 2019-11-29 | 中科住创成都科技有限公司 | Levelling dose of a kind of ground quick-drying and based on levelling dose of the floor leveling construction technology |
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