CN102535841A - Construction technology of prefabricated wall panel - Google Patents
Construction technology of prefabricated wall panel Download PDFInfo
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- CN102535841A CN102535841A CN2011104117631A CN201110411763A CN102535841A CN 102535841 A CN102535841 A CN 102535841A CN 2011104117631 A CN2011104117631 A CN 2011104117631A CN 201110411763 A CN201110411763 A CN 201110411763A CN 102535841 A CN102535841 A CN 102535841A
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Abstract
The invention discloses a construction technology of a prefabricated wall panel. The construction technology of the prefabricated wall panel comprises the following steps: construction components of a wall panel are prefabricated in a factory and comprise two prefabricated wall panel shells, two opposite sides of the two wall panel shells are provided with vertical splicing eaves, spaces for containing corresponding structural columns are reserved between the splicing eaves and the end surfaces of the two wall panel shells, back spaces for filling thermal insulation materials are formed between the two splicing eaves and the wall panel shells, the inner sides of the two wall panel shells are provided with horizontal ribbed plates and vertical ribbed plates, and one wall panel shell is provided with sprue gates at the positions of the space of corresponding structural columns and the back space for filling the thermal insulation materials; prefabricated construction components of the prefabricated wall panel are transported to a construction field close to structural column reinforcing steel bars; the wall panel shells are located and arranged at two sides of the structural column reinforcing steel bars; the space of the structural columns and the space of a filling wall can be filled with materials through the sprue gates; the sprue gates can be trowelled after the casting is finished; and the steps can be repeated until the wall space construction is finished.
Description
Technical field
The invention belongs to the technical field of building construction, relate in particular to a kind of prefabricated panel construction technology.
Background technology
Traditional framework stuffing wall construction mode is generally: at first set up scaffold, build the brick wall body by laying bricks or stones in the position of building a wall, treat that brick wall body intensity meets the demands after, set up scaffold again and plaster.
Because the construction of traditional masonry panel receives the influence of operator's technical level, construction technology etc., is difficult to satisfy the requirement of people to quality; Because of the complexity of traditional wall construction operation,, exist the engineering time long, the shortcoming that construction costs is high again so cause wall construction palpus labor labour; And it is not firm that metope connects, and when disasters such as generation earthquake, hurricane, collapses easily, jeopardizes the property and the personal safety of resident family.
Have scholar's research to point out, to beginning in 2014, China's economic was to be not less than 8% speed increment, and the labour but is negative growth, and this certainly will bring serious labor shortage.And builing industry is as the industry of labour intensive, and labor shortage will seriously restrict the development of builing industry.
Summary of the invention
The technical problem that the present invention will solve provides a kind of prefabricated panel construction technology, the operation that can save wall construction, thus shorten the engineering time, reduce labour's consumption.
In order to solve the problems of the technologies described above, the present invention provides following technical scheme: a kind of prefabricated panel construction technology comprises following concrete steps:
A is the prefabricated panel construction member in factory; Comprise two prefabricated wallboard shells, the relative both sides of said two wallboard shells are provided with vertical splicing eaves, are reserved with the space that holds the relative configurations post between splicing eaves and its end face; Become the back to fill the space of heat preserving and insulating material with the wallboard hull shape between the two splicing eaves; The inboard of two wallboard shells is provided with horizontal and vertical floor, and wherein, a wallboard shell is provided with the sprue gate in the space of corresponding constructional column and the position in the space of back filling heat preserving and insulating material;
B will customize good prefabricated panel construction member and be transported to the job site near constructional column reinforcing bar place;
C is with the both sides of wallboard shell location and installation at the constructional column reinforcing bar;
D is through sprue gate packing material in the space of the space of constructional column and infilled wall;
After E builds and finishes, that the sprue gate is floating;
F repeats above step, until accomplishing wall construction.
Compared with prior art, the advantage of the utility model is: 1, the wallboard shell constitutes two external surfaces of metope, can be by factory's mass production, reduced the influence that metope receives operator's technical level, construction technology, and guaranteed the quality of metope.2, when construction; Because of having built constructional column and heat preserving and insulating material between two wallboard shells, it is firm that self-heat conserving and the wallboard shell of having realized body of wall is connected with constructional column, when disasters such as generation earthquake, hurricane; Metope is difficult for occurrence of tilting, has reduced the property of resident family and the harm of personal safety.3, do not need template to carry out formwork erection, the demoulding, construction technology is simple.4, metope is the wallboard shell of prefabricated panel construction member, has guaranteed the bright and clean of metope, need not external wall plastering, and that has avoided causing because of plastering wastes time and energy, and has shortened the engineering time, thereby has reduced construction costs.
Further, overflow in order to prevent packing material, place, said sprue gate is connected with an acclivitous baffle plate, said build finish after, again that the baffle plate place is unnecessary packing material is removed, to guarantee the smooth of metope.
Description of drawings
Below in conjunction with accompanying drawing and embodiment technical scheme of the present invention is further specified:
Fig. 1 is the structural representation after prefabricated panel construction technology of the present invention is completed;
Fig. 2 is the structural representation of an a kind of embodiment of wallboard shell in the wallboard construction member of the present invention;
Fig. 3 is the structural representation of a kind of embodiment of wallboard construction member of the present invention.
The specific embodiment
As shown in Figure 1, a kind of prefabricated panel construction technology comprises following concrete steps:
A is prefabricated panel construction member (as shown in Figures 2 and 3) in factory; Comprise two prefabricated wallboard shells 1; The relative both sides of said two wallboard shells 1 are provided with vertical splicing eaves 2; Be reserved with the space that holds relative configurations post 3 between splicing eaves 2 and its end face, form the space that heat preserving and insulating material is filled in the back with wallboard shell 1 between the two splicing eaves 2, the inboard of two wallboard shells 1 is provided with horizontal and vertical floor 5; Wherein, a wallboard shell 1 is provided with sprue gate 4 in the space of corresponding constructional column 3 and the position in the space of back filling heat preserving and insulating material.The rigidity of Reinfored wallboard shell 1, the inboard of two wallboard shells 1 is provided with horizontal and vertical floor 5, for material and the building that makes metope keeps consistency; Said wallboard shell 1 is the concrete composite bed, and pipeline passes in wall for ease, has through wires hole 6 on the said floor 5; Through wires hole 6 has alleviated the weight of prefabricated panel construction member simultaneously, makes it more be prone to transportation, in order to make the flowability of packing material in the space of infilled wall better; 5 pairs of wrong settings of floor on the said two wallboard shells 1; Because of the reason of gravity, 4 materials of building can flow to lower from eminence from the sprue gate, so the position at said sprue gate 4 is near the top of wallboard shell 1; In order to prevent that packing material from overflowing, 4 places, said sprue gate are connected with an acclivitous baffle plate 7.
B will customize good prefabricated panel construction member and be transported to the job site near constructional column 3 reinforcing bar places.
C in the both sides of constructional column 3 reinforcing bars, when construction, can adopt gusseted or buckle to position wallboard shell 1 location and installation.
D is through sprue gate 4 fill insulant material in the space of the space of constructional column 3 and infilled wall;
After E built and finishes, the packing material that baffle plate 7 places are unnecessary is removed, and was again that sprue gate 4 is floating;
F repeats above step, until accomplishing wall construction.
The invention has the advantages that: 1, wallboard shell 1 constitutes two external surfaces of metope, can be by factory's mass production, reduced the influence that metope receives operator's technical level, construction technology, and guaranteed the quality of metope.2, when construction, built constructional column 3 because of 1 on two wallboard shells, it is firm that wallboard shell 1 is connected with constructional column 3, and when disasters such as generation earthquake, hurricane, metope is difficult for occurrence of tilting, has reduced the property of resident family and the harm of personal safety.3, do not need template to carry out formwork erection, the demoulding, construction technology is simple.4, metope is the wallboard shell 1 of prefabricated panel construction member, has guaranteed the bright and clean of metope, need not external wall plastering, and that has avoided causing because of plastering wastes time and energy, and has shortened the engineering time, thereby has reduced construction costs.
For a person skilled in the art, under the prerequisite that does not break away from structure of the present invention, can also make some distortion and improvement, these also should be regarded as protection scope of the present invention, and these can not influence effect and practical applicability that the present invention implements.
Claims (2)
1. prefabricated panel construction technology is characterized in that comprising following concrete steps:
A is the prefabricated panel construction member in factory; Comprise two prefabricated wallboard shells, the relative both sides of said two wallboard shells are provided with vertical splicing eaves, are reserved with the space that holds the relative configurations post between splicing eaves and its end face; Become the back to fill the space of heat preserving and insulating material with the wallboard hull shape between the two splicing eaves; The inboard of two wallboard shells is provided with horizontal and vertical floor, and wherein, a wallboard shell is provided with the sprue gate in the space of corresponding constructional column and the position in the space of back filling heat preserving and insulating material;
B will customize good prefabricated panel construction member and be transported to the job site near constructional column reinforcing bar place;
C is with the both sides of wallboard shell location and installation at the constructional column reinforcing bar;
D is through sprue gate packing material in the space of the space of constructional column and infilled wall;
After E builds and finishes, that the sprue gate is floating;
F repeats above step, until accomplishing wall construction.
2. prefabricated panel construction technology as claimed in claim 1 is characterized in that: place, said sprue gate is connected with an acclivitous baffle plate, said build finish after, again that the baffle plate place is unnecessary packing material is removed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011104117631A CN102535841A (en) | 2011-12-12 | 2011-12-12 | Construction technology of prefabricated wall panel |
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| Application Number | Priority Date | Filing Date | Title |
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| CN2011104117631A CN102535841A (en) | 2011-12-12 | 2011-12-12 | Construction technology of prefabricated wall panel |
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| CN102535841A true CN102535841A (en) | 2012-07-04 |
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| CN2011104117631A Pending CN102535841A (en) | 2011-12-12 | 2011-12-12 | Construction technology of prefabricated wall panel |
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Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767261A (en) * | 2012-08-09 | 2012-11-07 | 贵州皆盈科技开发有限公司 | Hollow combined filling wall and construction method thereof |
| CN104989422A (en) * | 2015-05-15 | 2015-10-21 | 山东大学 | Tunnel half-prefabricated speeded-up middle-wall construction process |
| CN105908862A (en) * | 2014-08-29 | 2016-08-31 | 中国建筑第八工程局有限公司 | Manufacturing method for masonry shells in 3D printing reinforced masonry shear wall |
| CN105908869A (en) * | 2014-11-14 | 2016-08-31 | 中国建筑第八工程局有限公司 | Structural column structure formed based on 3D printed filling wall |
| CN106013530A (en) * | 2014-08-29 | 2016-10-12 | 中国建筑第八工程局有限公司 | Reinforcement structure of concrete shear wall based on 3D printing |
| CN113417404A (en) * | 2021-08-05 | 2021-09-21 | 三一筑工科技股份有限公司 | Prefabricated coincide component and rough surface forming device |
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| CN101418602A (en) * | 2008-11-10 | 2009-04-29 | 贵州大学 | In-situ casting construction method of reinforced concrete structural system using phosphogypsum as wall material |
| CN201292606Y (en) * | 2008-11-14 | 2009-08-19 | 南京华韵建筑科技发展有限公司 | Concrete prefabricated element |
| CN101910530A (en) * | 2008-01-08 | 2010-12-08 | 阿内·莱奥 | Prefabricated building components and assembly equipments |
| CN101985856A (en) * | 2010-11-19 | 2011-03-16 | 清华大学建筑设计研究院 | Removal-free prefabricated reinforced concrete template with cross holes inside and manufacturing method thereof |
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| CN1483102A (en) * | 2000-12-22 | 2004-03-17 | Moveable and demountable wall panel system | |
| CN2526382Y (en) * | 2002-04-30 | 2002-12-18 | 邱则有 | Shear wall module |
| CN101012672A (en) * | 2007-01-25 | 2007-08-08 | 赵建华 | Energy-saving heat preservation thermally insulated wall and method of construction |
| CN101910530A (en) * | 2008-01-08 | 2010-12-08 | 阿内·莱奥 | Prefabricated building components and assembly equipments |
| CN101418602A (en) * | 2008-11-10 | 2009-04-29 | 贵州大学 | In-situ casting construction method of reinforced concrete structural system using phosphogypsum as wall material |
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Cited By (16)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102767261B (en) * | 2012-08-09 | 2014-11-26 | 贵州皆盈科技开发有限公司 | Hollow combined filling wall and construction method thereof |
| CN102767261A (en) * | 2012-08-09 | 2012-11-07 | 贵州皆盈科技开发有限公司 | Hollow combined filling wall and construction method thereof |
| CN106013530A (en) * | 2014-08-29 | 2016-10-12 | 中国建筑第八工程局有限公司 | Reinforcement structure of concrete shear wall based on 3D printing |
| CN106013530B (en) * | 2014-08-29 | 2019-01-04 | 中国建筑第八工程局有限公司 | The reinforcement structure of concrete shear force wall based on 3D printing |
| CN105908862A (en) * | 2014-08-29 | 2016-08-31 | 中国建筑第八工程局有限公司 | Manufacturing method for masonry shells in 3D printing reinforced masonry shear wall |
| CN106088396A (en) * | 2014-11-14 | 2016-11-09 | 中国建筑第八工程局有限公司 | 3D prints the manufacture method of filled wall |
| CN106013800A (en) * | 2014-11-14 | 2016-10-12 | 中国建筑第八工程局有限公司 | Constructional column construction method based on 3D printing filling wall |
| CN105908869A (en) * | 2014-11-14 | 2016-08-31 | 中国建筑第八工程局有限公司 | Structural column structure formed based on 3D printed filling wall |
| CN106121090A (en) * | 2014-11-14 | 2016-11-16 | 中国建筑第八工程局有限公司 | 3D prints the method for anchor connection reinforcing bar in filled wall |
| CN106088396B (en) * | 2014-11-14 | 2018-03-27 | 中国建筑第八工程局有限公司 | The preparation method of 3D printing filled wall |
| CN105908869B (en) * | 2014-11-14 | 2018-03-30 | 中国建筑第八工程局有限公司 | The pillar structure formed based on 3D printing filled wall |
| CN106121090B (en) * | 2014-11-14 | 2018-06-19 | 中国建筑第八工程局有限公司 | The method of anchor connection reinforcing bar in 3D printing filled wall |
| CN106013800B (en) * | 2014-11-14 | 2018-08-31 | 中国建筑第八工程局有限公司 | Constructional Col-umn Construction method based on 3D printing filled wall |
| CN104989422B (en) * | 2015-05-15 | 2016-06-01 | 山东大学 | A kind of tunnel is by half prefabricated short-term training construction of central division wall technique |
| CN104989422A (en) * | 2015-05-15 | 2015-10-21 | 山东大学 | Tunnel half-prefabricated speeded-up middle-wall construction process |
| CN113417404A (en) * | 2021-08-05 | 2021-09-21 | 三一筑工科技股份有限公司 | Prefabricated coincide component and rough surface forming device |
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Application publication date: 20120704 |