CN102561506A - Prefabricated hollow concrete plate combined building and construction method of combined building - Google Patents
Prefabricated hollow concrete plate combined building and construction method of combined building Download PDFInfo
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- CN102561506A CN102561506A CN2012100104158A CN201210010415A CN102561506A CN 102561506 A CN102561506 A CN 102561506A CN 2012100104158 A CN2012100104158 A CN 2012100104158A CN 201210010415 A CN201210010415 A CN 201210010415A CN 102561506 A CN102561506 A CN 102561506A
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Abstract
The invention relates to a combined building and a construction method of the combined building, in particular to a prefabricated hollow concrete plate combined building and a construction method of the combined building. The combined building comprises a prefabricated hollow concrete plate as a combined panel of a building body, wherein the combined panel comprises a longitudinal panel and a horizontal panel; the horizontal panel and the longitudinal panel are inserted or jointed in an overlapped manner. The construction method comprises the steps of inserting the horizontal panel to an inserting groove of the longitudinal panel; putting lower parts of the horizontal panel and the longitudinal panel below the ground and filling foundation pits to achieve fixed connection. Compared with the prior art, the prefabricated hollow concrete plate in the invention can be manufactured to be a splicing structure according to the anticipated demand; the horizontal panel is directly inserted to the longitudinal panel, or the horizontal panel and the longitudinal panel are jointed in an overlapped manner, so that high efficiency and high speed are achieved; the construction period is short; the field workload is reduced and the construction cost is reduced.
Description
Technical field:
The present invention relates to a kind of sectional construction and job practices thereof, particularly a kind of prefabricated cement hollow plate sectional construction and job practices thereof.
Background technology:
For a long time, enclosure wall, courtyard wall, highly relatively low industrial premises use loam brick as constructional materials in a large number, and country forbids producing, using loam brick, and widelys popularize New Building Materials for protecting farmland.But never having the old technology of old way that a kind of good material and method replace the past aspect enclosure wall, courtyard wall and the industrial factory building.
DESIGN TREND OF MODERN INDUSTRIAL ARCHITECTURE; Enclosure wall for example; Industrial premises etc. adopt building types and materials such as lightweight steel construction, loam brick, concrete mostly; Especially light weight steel structure is more widely applied so that aesthetic in appearance, construction period is short, valency is cheap relatively, but following shortcoming in use exposing: seal is bad, heat-conductivity conducting, do not prevent fires, not anticorrosion, durability is poor.
Summary of the invention:
The object of the present invention is to provide a kind of prefabricated cement hollow plate that utilizes existing mature technology as sectional construction and job practices thereof.
Among the present invention, a kind of prefabricated cement hollow plate sectional construction, adopt following technical scheme:
A kind of prefabricated cement hollow plate sectional construction comprises the assembled panel of prefabricated cement hollow plate as the building body, and this assembled panel comprises vertical panel and transverse panel, and said transverse panel is pegged graft or overlap joint with vertical panel.
Preferred version of the present invention is: in the hollow-core construction of said vertical panel supporting mass is housed.
Said vertical panel is provided with link slot, and said transverse panel embeds in the link slot of vertical panel.
The cross section of said vertical panel is I-shaped structure.
The cross section of said vertical panel is convex structure or rectangular structure, and a face of this rectangular configuration is provided with built-in fitting; The said platform that is vertical panel of convex structure is provided with built-in fitting.
Said vertical panel is the angle steel type structure, and vertical panel of this angle steel type structure is provided with groove; This groove and angle steel be the parastate setting.
The height of said transverse panel is lower than vertical panel, and hollow ornamental slab for paving the floor or iron skill railing is housed on this transverse panel.
Said two vertical panels that are provided with mutually connect through built-in fitting, fill concrete between these two vertical panels and the built-in fitting, and the supporting mass top of this vertical panel is connected with junction plate, and this junction plate is connected with chevron shaped beam.
Adopt prefabricated cement hollow plate compared with prior art as the present invention of the technical scheme of sectional construction; Prefabricated cement hollow plate need be processed according to expection can piece together slotting structure, and transverse panel directly inserts in vertical panel, or transverse panel and vertical panel overlap joint; Has efficient quick; Short construction period has reduced the site work amount, reduces construction costs.
Among the present invention, a kind of with the job practices of prefabricated cement hollow plate as sectional construction, adopt following technical scheme:
A kind of job practices of prefabricated cement hollow plate sectional construction; With the assembled panel of prefabricated cement hollow plate as the building body; This assembled panel comprises vertical panel and transverse panel; This vertical panel is provided with inserting groove, and its concrete steps are: transverse panel is inserted in the inserting groove of vertical panel, the bottom of transverse panel and vertical panel places below ground respectively and realizes affixed through filling the ground foundation ditch.
With prefabricated cement hollow plate compared with prior art, have the overlap joint or the advantage easily of pegging graft as the technical scheme of the job practices of sectional construction.
Description of drawings:
Fig. 1 is the structural representation of embodiment 1.
Fig. 2 is the vertical view of Fig. 1.
The structural representation of Fig. 3 embodiment 1 corner.
Fig. 4 is the structural representation of embodiment 2.
Fig. 5 is the vertical view of Fig. 4.
Fig. 6 is the structural representation of embodiment 3.
Fig. 7 is the vertical view of Fig. 6.
Fig. 8 is the structural representation of embodiment 4.
Fig. 9 is the vertical view of Fig. 8.
Figure 10 is the structural representation of embodiment 5.
Figure 11 is the A-A sectional view of Figure 10.
Figure 12 is that B among Figure 10 is to enlarged drawing.
Below in conjunction with embodiment the present invention is detailed:
Embodiment 1:
Present embodiment is referring to accompanying drawing 1, accompanying drawing 2 and accompanying drawing 3, among the figure: vertical panel 1, transverse panel 2, hollow ornamental slab for paving the floor 3, ground 4, link slot 5, vertical panel 6 of angle steel shape structure, groove 7.
The compound mode of present embodiment is applicable to the assembled panel of prefabricated cement hollow plate as large-scale place enclosure wall; Assembled panel is made up of vertical panel 1 and vertical panel 6 of transverse panel 2 and angle steel shape structure, and transverse panel 2 adopts the mode of pegging graft to link together with vertical panel 1.
Vertically panel 1 is provided with link slot 5, and transverse panel 2 embeds in the link slot 5 of vertical panel 1, and the height of transverse panel 2 is lower than the height of vertical panel 1; Be connected with hollow ornamental slab for paving the floor 3 on the transverse panel 2, on transverse panel 2, can spray various artistic pictures, or art picture is placed on the transverse panel 2 through the mode of pasting or tie up, reach beautify, the purpose of brightening city streetscape.
Wherein the corner of enclosure wall places transverse panel 2 in it through the groove 7 on vertical panel 6 of angle steel shape structure, reaches the purpose that constitutes complete closed formula enclosure wall.
In the work progress, earlier foundation ditch is dug, transverse panel 2 is inserted in the inserting groove of vertical panel 1, the bottom of transverse panel 2 and vertical panel 1 places below ground respectively and realizes affixed through filling ground 4 foundation ditches; In the present embodiment, place the transverse panel 2 of below ground and the lower part of vertical panel 1 to account for 1/4th of transverse panel 2 height.
Adopt the prefabricated and hollow characteristic of prefabricated cement hollow plate, as pier, transverse panel 2 is as body of wall with vertical panel 1; On transverse panel 2, install various building materials additional, for example iron is planted, cement tile; Various artistic fences, billboards etc. have promptly satisfied people to the esthetic requirement on the enclosure wall profile; Meet enclosure wall again and want robust functional requirement,, further expanded the function of use of enclosure wall simultaneously with the perfect adaptation of stating various building materials.
Embodiment 2:
Present embodiment is referring to accompanying drawing 4 and accompanying drawing 5, among the figure: vertical panel 1, transverse panel 2, iron skill railing 3, ground 4, built-in fitting 5, supporting mass 6.
The compound mode of present embodiment is applicable to the assembled panel of prefabricated cement hollow plate as large-scale place enclosure wall; Assembled panel is made up of with transverse panel 2 vertical panel 1, and transverse panel 2 adopts the mode of overlap joint to link together with vertical panel 1; The height of transverse panel 2 is lower than the height of vertical panel 1; Supporting mass 6 is housed in the hollow-core construction of transverse panel 2, and vertically the cross section of panel 1 is the convex structure, and the platform that is vertical panel 1 of convex structure is provided with built-in fitting 5, and built-in fitting 5 is made as a plurality of.Transverse panel 2 tops are provided with iron skill railing 3, and iron skill railing 3 welds together with built-in fitting 5.Supporting mass 6 is connected with the mode of built-in fitting 5 through welding.
In the work progress, earlier foundation ditch is dug, transverse panel 2 and vertical panel 1 are overlapped, be connected with built-in fitting 5 through supporting mass 6 and fix, built-in fitting 5 is weldingly fixed on iron skill railing 3.The bottom of transverse panel 2 and vertical panel 1 places below ground respectively and realizes affixed through filling ground 4 foundation ditches; In the present embodiment, place the transverse panel 2 of below ground and the lower part of vertical panel 1 to account for 1/3rd of transverse panel 2 height.
Embodiment 3:
Present embodiment is referring to accompanying drawing 6 and Fig. 7, among the figure: vertical panel 1, transverse panel 2, supporting mass 3, ground 4, link slot 5.
This enforcement compound mode is applicable to prefabricated cement hollow plate as factory building or the tabernacular assembled panel of plain type; In the present embodiment, assembled panel is made up of with transverse panel 2 vertical panel 1.
In the work progress, earlier foundation ditch is dug, transverse panel 2 and vertical panel 1 are overlapped, be connected with steelframe through supporting mass 3 and fix, the bottom of transverse panel 2 and vertical panel 1 places below ground also to realize affixed through filling ground foundation ditch respectively; In the present embodiment, place the transverse panel 2 of below ground and the lower part of vertical panel 1 to account for 1/3rd of transverse panel 2 height.
Embodiment 4:
Present embodiment is referring to accompanying drawing 8 and accompanying drawing 9, and among the figure, vertically panel 1 connects iron 2, bolt 3.
The difference of present embodiment and embodiment 2 is: the rectangular structure of cross section of vertical panel 1, rectangular configuration are set with outward and connect iron 2, connect on the iron bolt 3 is housed.Vertical panel 1 is placed in the foundation ditch of ground, in practical process, weld together through the bolt 3 on the connection iron 2 and iron skill railing etc., the lower end of iron skill railing also can place in the ground, and needn't be connected with the ground foundation ditch through the panel of horizontally set again.
Embodiment 5:
Present embodiment is referring to accompanying drawing 10, accompanying drawing 11 and accompanying drawing 12, among the figure: first vertical panel 1, the second vertical panel 2, chevron shaped beam 3, built-in fitting 4, transverse panel 5, junction plate 6, connector 7, supporting mass 8.
In the present embodiment; Two vertical panels that are provided with mutually connect through built-in fitting 4; Two adjacent vertical panels are respectively to be equipped with respectively between built-in fitting 4, the first vertical panels 1 and the second vertical panel 2 on first vertical panel 1 and second vertical panel 2, the first vertical panels 1 and the second vertical panel 2 to weld together through built-in fitting 4; Welding finishes; Fill concrete carries out secondary and builds between first vertical panel 1 and second vertical panel 2 and built-in fitting 4, till the height flush of concrete that secondary is filled and first vertical panel 1 and second vertical panel 2, stops building again, and the cross section that first vertical panel 1 and second is indulged panel 2 is structure shown in figure 11; Grafting transverse panel 5 in the groove that both form; Be respectively equipped with supporting mass 8 in first vertical panel 1 and the second vertical panel 2, the top of supporting mass 8 is connected with junction plate 6, and junction plate 6 is connected with an end of chevron shaped beam 3; In chevron shaped beam 3, reinforcing rib is housed, chevron shaped beam 3 is done further fixing, prevent its distortion, take color steel watt in the structure side of chevron shaped beam 3, constitute the closed roof of factory building, color steel watt also can be set as the structure of band insulation layer.
Embodiments of the invention are not limited to above-mentioned cited; Also can the angle steel welding be fixed into framework; Gauze wire cloth on the framework inner cover; In gauze wire cloth, fill cobble etc., the welding of the supporting mass in horizontal or vertical panel also can constitute enclosure wall with another again after supporting mass in the transverse panel passed gauze wire cloth through being inserted in, and played the purpose of having beautified environment.
Claims (10)
1. a prefabricated cement hollow plate sectional construction comprises the assembled panel of prefabricated cement hollow plate as the building body, and this assembled panel comprises vertical panel and transverse panel, it is characterized in that: said transverse panel is pegged graft or overlap joint with vertical panel.
2. prefabricated cement hollow plate sectional construction according to claim 1 is characterized in that: in the hollow-core construction of said vertical panel supporting mass is housed.
3. prefabricated cement hollow plate sectional construction according to claim 1, it is characterized in that: said vertical panel is provided with link slot, and said transverse panel embeds in the link slot of vertical panel.
4. according to claim 1 or 3 described prefabricated cement hollow plate sectional constructions, it is characterized in that: the cross section of said vertical panel is I-shaped structure.
5. prefabricated cement hollow plate sectional construction according to claim 2, it is characterized in that: the cross section of said vertical panel is convex structure or rectangular structure, and a face of this rectangular configuration is provided with built-in fitting; The said platform that is vertical panel of convex structure is provided with built-in fitting.
6. prefabricated cement hollow plate sectional construction according to claim 1, it is characterized in that: said vertical panel is the angle steel type structure, and vertical panel of this angle steel type structure is provided with groove; This groove and angle steel be the parastate setting.
7. prefabricated cement hollow plate sectional construction according to claim 1, it is characterized in that: the height of said transverse panel is lower than vertical panel, and hollow ornamental slab for paving the floor or iron skill railing is housed on this transverse panel.
8. prefabricated cement hollow plate sectional construction according to claim 1 is characterized in that: the rectangular structure of the cross section of said vertical panel, this rectangular configuration is set with connection iron outward, on this connection iron bolt is housed.
9. according to claim 2 or 5 described prefabricated cement hollow plate sectional constructions; It is characterized in that: said two vertical panels that are provided with mutually connect through built-in fitting; Fill concrete between these two vertical panels and the built-in fitting; The supporting mass top of this vertical panel is connected with junction plate, and this junction plate is connected with chevron shaped beam.
10. the job practices of a prefabricated cement hollow plate sectional construction; With the assembled panel of prefabricated cement hollow plate as the building body; This assembled panel comprises vertical panel and transverse panel; This vertical panel is provided with inserting groove, and its concrete steps are: transverse panel is inserted in the inserting groove of vertical panel, the bottom of transverse panel and vertical panel places below ground respectively and realizes affixed through filling the ground foundation ditch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012100104158A CN102561506A (en) | 2012-01-13 | 2012-01-13 | Prefabricated hollow concrete plate combined building and construction method of combined building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2012100104158A CN102561506A (en) | 2012-01-13 | 2012-01-13 | Prefabricated hollow concrete plate combined building and construction method of combined building |
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| CN102561506A true CN102561506A (en) | 2012-07-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2012100104158A Pending CN102561506A (en) | 2012-01-13 | 2012-01-13 | Prefabricated hollow concrete plate combined building and construction method of combined building |
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Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1992021834A1 (en) * | 1991-05-28 | 1992-12-10 | Paul Mayrand | Precast insulated concrete panel for prefabricated building structure |
| AU5052593A (en) * | 1992-11-10 | 1994-05-26 | Christopher Herbert Cecil Wilson | Modular construction components |
| CN1601020A (en) * | 2003-09-26 | 2005-03-30 | 邱则有 | Cavty shuttering component |
| CN100365229C (en) * | 2003-07-02 | 2008-01-30 | 马拉研究所D.O.O. | Constructing the large-span self-braced buildings of composite load-bearing wall-panels and floors |
| CN201187179Y (en) * | 2008-05-06 | 2009-01-28 | 李贵清 | Combined movable wall |
| CN101484647A (en) * | 2006-07-07 | 2009-07-15 | 欧式德墙板有限公司 | Vertical construction joints |
| CN202627187U (en) * | 2012-01-13 | 2012-12-26 | 高志星 | Combined building made of prefabricated concrete hollow slab |
-
2012
- 2012-01-13 CN CN2012100104158A patent/CN102561506A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO1992021834A1 (en) * | 1991-05-28 | 1992-12-10 | Paul Mayrand | Precast insulated concrete panel for prefabricated building structure |
| AU5052593A (en) * | 1992-11-10 | 1994-05-26 | Christopher Herbert Cecil Wilson | Modular construction components |
| CN100365229C (en) * | 2003-07-02 | 2008-01-30 | 马拉研究所D.O.O. | Constructing the large-span self-braced buildings of composite load-bearing wall-panels and floors |
| CN1601020A (en) * | 2003-09-26 | 2005-03-30 | 邱则有 | Cavty shuttering component |
| CN101484647A (en) * | 2006-07-07 | 2009-07-15 | 欧式德墙板有限公司 | Vertical construction joints |
| CN201187179Y (en) * | 2008-05-06 | 2009-01-28 | 李贵清 | Combined movable wall |
| CN202627187U (en) * | 2012-01-13 | 2012-12-26 | 高志星 | Combined building made of prefabricated concrete hollow slab |
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Application publication date: 20120711 |