CN101657364A - Cell board, the externally reinforced water tank that uses the prefabricated board of this cell board and use this prefabricated board - Google Patents
Cell board, the externally reinforced water tank that uses the prefabricated board of this cell board and use this prefabricated board Download PDFInfo
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- CN101657364A CN101657364A CN200880011354A CN200880011354A CN101657364A CN 101657364 A CN101657364 A CN 101657364A CN 200880011354 A CN200880011354 A CN 200880011354A CN 200880011354 A CN200880011354 A CN 200880011354A CN 101657364 A CN101657364 A CN 101657364A
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- reinforced frame
- prefabricated
- wallboard
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D90/00—Component parts, details or accessories for large containers
- B65D90/02—Wall construction
- B65D90/023—Modular panels
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D88/00—Large containers
- B65D88/02—Large containers rigid
- B65D88/10—Large containers rigid parallelepipedic
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B65—CONVEYING; PACKING; STORING; HANDLING THIN OR FILAMENTARY MATERIAL
- B65D—CONTAINERS FOR STORAGE OR TRANSPORT OF ARTICLES OR MATERIALS, e.g. BAGS, BARRELS, BOTTLES, BOXES, CANS, CARTONS, CRATES, DRUMS, JARS, TANKS, HOPPERS, FORWARDING CONTAINERS; ACCESSORIES, CLOSURES, OR FITTINGS THEREFOR; PACKAGING ELEMENTS; PACKAGES
- B65D90/00—Component parts, details or accessories for large containers
- B65D90/02—Wall construction
- B65D90/08—Interconnections of wall parts; Sealing means therefor
Abstract
The invention discloses the prefabricated water tank of a kind of cell board, a kind of prefabricated board and a kind of externally reinforced structure, when by means of plate framework described cell board being connected to each other and assembling, the supporting power at connecting portion place between described cell board energy reinforcement plate, described prefabricated board is finished by described cell board and described plate framework are assembled each other, when constructing described water tank with described prefabricated board, even without utilizing any internal reinforcement material, described water tank also can provide sufficient consolidation effect and structural stability.
Description
Technical field
The present invention relates to cell board (unit panel), prefabricated board (prefabricated panel) and prefabricated water tank, and relate more specifically to, the cell board of the supporting power of connecting portion between can brace panel when by means of plate framework plate being connected to each other and assembling, by cell board and plate framework being assembled each other the prefabricated board finished and the prefabricated water tank of externally reinforced structure, when constructing this water tank with described prefabricated board, even without using any internal reinforcement material, described water tank also can provide enough consolidation effect and structural stability.
Background technology
The straightforward procedure of structural texture is a method for prefabricating, and method for prefabricating is to come structural texture as follows, be about to be transported to structure scene at the material and parts of plant produced, and by simple mechanical means assembling they.Because this method for prefabricating has the some advantages simple and the shortening cycle of operations of working at the scene, therefore, when structure prefabricated structure example such as prefabricated water tank, attempted above-mentioned method for prefabricating recently in a large number.
Fig. 1 shows traditional water tank prefabricated board and traditional prefabricated water tank.
Shown in Fig. 1 (a), will comprise rectangular flat and to finish traditional water tank prefabricated board around the cell board mode connected to one another of the reinforced frame boards of this rectangular flat.That is, be arranged in such a way a plurality of cell boards: reinforced frame boards abuts one another, and then reinforced frame boards is connected to each other and engages.Yet because prefabricated board has a problem, that is, because cell board only is connected to each other by means of connecting pin, under load concentrated on situation on its connecting portion, cell board can not fully be supported.Therefore, when cell board is connected to each other, must finish prefabricated board by the ruggedized construction of separating.
Figure (1b) and 1 (c) shows the multiple ruggedized construction of the mounting plate that is applied to traditional prefabricated water tank, and wherein Fig. 1 (b) shows the reinforcement means that uses brace panel or reinforced frame, and Fig. 1 (c) shows the reinforcement means that also uses interior connecting frame.
Yet, use the reinforcement means of brace panel that good consolidation effect can not be provided, and when applying heavy load, use the reinforcement means of reinforced frame can not show significant effect, this be since reinforced frame be only by the size that increases brace panel make (owing under the recessed state of the connecting portion of the reinforced frame boards of cell board, reinforced frame is assembled on the cell board, therefore the bearing pressure of reinforced frame is reduced), and therefore, only ruggedized construction can not fully support the prefabricated structure that has been applied in heavy load, for example prefabricated water tank.
The reinforcement means of connecting frame can be finished crash-resistant ruggedized construction in the use shown in Fig. 1 (c), but because in fact interior connecting frame is exposed to the inner space of prefabricated structure, has limited the utilization to the inner space.In addition, under the situation of using this method manufacturing prefabricated water tank,, may cause that therefore water pollutes and the deterioration of interior connecting frame durability because interior connecting frame is immersed in the water.
Simultaneously, traditional prefabricated water tank in fact not only all adopts the prefabricated board shown in Fig. 1 (a) to wallboard but also to ceiling floor (ceilingpanel).When the prefabricated board with Fig. 1 (a) is applied to ceiling floor, be different from when being applied to wallboard, this prefabricated board is mounted to feasible:, be assembled into then on the ceiling floor within the water tank towards the inside of water tank by reinforced frame boards institute engaging portion.Reason is, if engaging portion is towards the water tank outside, because in the space that rainwater is limited in being centered on by reinforced frame boards, it can not be discharged into the outside.Yet, keep in repair and reinforcement because this assembling mode only allows to carry out in water tank, so this assembling mode makes repairing and reinforcement become difficult.
Summary of the invention
Technical matters
Therefore, the present invention has made great efforts to solve the above-mentioned problem that occurs in the prior art.
One object of the present invention is to provide a kind of cell board of supporting power of the connecting portion that is used for reinforcement plate when by means of the plate framework that connects usefulness plate being connected to each other and assembling, and a kind of prefabricated board of finishing so that this cell board is assembled to the mode of plate framework.
Another object of the present invention is to provide a kind of prefabricated water tank of externally reinforced structure, this water tank can provide sufficient consolidation effect and discharge rainwater reposefully under without any the situation of internal reinforcement material, even the junction surface of prefabricated board all is positioned at outside this water tank.
Technical scheme
For achieving the above object, the invention provides a kind of cell board, described cell board comprises: the rectangular plate of unit sizes and reinforced frame boards, described rectangular plate are plane formula rectangular plate or the orthogonal projection with rectangle plane; Described reinforced frame boards is configured to rectangular band type, have around four limits on four limits of described rectangular plate, wherein said reinforced frame boards comprises: step jaw, leg and stepped groove, described step jaw form make among relative first and second of level each other at least one
The shape low side outwards and on even keel extend, two low sides of the ∩ shape portion of at least one in perhaps described first and second are outwards and the on even keel extension; Described leg forms at least one that make in vertically relative each other the 3rd and the fourth face and forms
Shape or ∩ shape; Described stepped groove is formed on the part place of at least one edge contact in four edges with described reinforced frame boards, makes described step jaw and described leg be engaged with each other continuously.
On the other hand, the invention provides a kind of prefabricated board, described prefabricated board comprises: a plurality of cell boards and plate framework, described cell board vertically and on even keel be arranged side by side so that the described stepped groove of described reinforced frame boards abuts one another vertically and described reinforced frame boards abuts one another; Described plate framework comprises and forming
The type cross section, first channel (channel) with web and two flanges, the web of described first channel is located inwardly to be stepped appearance in the central and is had curve not and than the curve of the more inside location of described not curve, wherein said plate framework is mounted to feasible: the flange of described first channel is assembled in the described stepped groove of described cell board and the curve of the described web of described first channel contacts with the described reinforced frame boards of described cell board, and the curve of the described web of wherein said first channel side by side engages with the described reinforced frame boards on even keel of two described cell boards, and joins to vertically on the described reinforced frame boards of two described cell boards simultaneously.
In other one side, the invention provides a kind of prefabricated water tank that is used for storing the externally reinforced structure of water within it, described water tank comprises: wallboard and ceiling floor, to construct the wall of described water tank, described wall board structure becomes to make the plate framework of described prefabricated board be positioned at outside the described water tank described wallboard with described prefabricated board structure; Described ceiling floor is constructed to construct the ceiling of described water tank with prefabrication system.
Description of drawings
Fig. 1 illustrates traditional cell board and traditional prefabricated water tank.
Fig. 2 illustrates according to cell board of the present invention.
Fig. 3 illustrates the prefabricated board of finishing by the cell board of assembly drawing 2.
Fig. 4 illustrates the polylith cell board and is arranged side by side in state on the prefabricated board.
Fig. 5 illustrates the plate framework of the prefabricated board that is used for Fig. 3.
Fig. 6 illustrates an embodiment of the prefabricated water tank that the prefabricated board that uses Fig. 3 finishes.
Fig. 7 is the decomposition diagram that is shown specifically the assembled state of ceiling floor in the prefabricated water tank of Fig. 6 and wallboard.
Fig. 8 is shown specifically the assembled state of the plate framework of the plate framework of ceiling floor of Fig. 7 and wallboard.
The explanation of main Reference numeral in the accompanying drawing
100: cell board
110: rectangular plate 111: edge leg
120: reinforced frame boards 121: stepped groove
120a: first, second
120b: the 3rd, fourth face
121a: step jaw 121b: leg
200: plate framework
200a: first channel (channel) 200b: second channel
210: flange 220: web
221: curve 222: curve
223: serration groove 225: extension
230: gap 250: connecting rod
300: edge posts
WP: wallboard CP: ceiling floor
The specific embodiment
The preferred implementation of the present invention of now touching upon in detail with reference to the accompanying drawings.
Fig. 2 shows according to cell board of the present invention.Cell board according to the present invention comprises: the rectangular plate 110 of unit sizes; With the reinforced frame boards 120 of rectangular band type, four limits of this reinforced frame boards 120 center on four limits of rectangular plate 110 vertically.
Rectangular plate 110 is plane formula rectangular plate (plane institution movement) or the orthogonal projection (three-dimensional member) with rectangle plane.At this moment, orthogonal projection has rectangle plane and means that its surface can have any bending.The shape of determining rectangular plate 110 according to the shape or the application target of prefabricated structure to be finished.
Reinforced frame boards 120 is configured to have the rectangular band type on four limits.In reinforced frame boards 120, each other at least one formation among relative first 120a of level and second 120a have outside and horizontally extending low side (
_)
Shape, perhaps formation has the ∩ shape of outside and horizontally extending two low sides (_ ∩ _), thereby forms step jaw 121a (lower platform).At this moment, in reinforced frame boards 120, at least one among vertically relative each other the 3rd 120b and the fourth face 120b forms
Shape or ∩ shape, thus leg 121b (following leg) formed.In this case, step jaw 121a and leg 121b are engaged with each other continuously, and therefore, reinforced frame boards 120 has stepped groove 121, and this stepped groove 121 is formed on the part that at least one edge joint in four limits with this reinforced frame boards 120 touches.Even because reinforced frame boards 120 has stepped groove 121, step jaw 121a and leg 121b also are engaged with each other continuously, so even load concentrates on the face of this reinforced frame boards 120, reinforced frame boards 120 also can be transferred to vicinal face reposefully with load.
Fig. 2 (a) has illustrated the embodiment of the cell board 100 with the reinforced frame boards 120 that forms stepped groove 121, Fig. 2 (b) has illustrated another embodiment of the cell board 100 with the reinforced frame boards 120 that forms two stepped groove 121, Fig. 2 (c) has illustrated another embodiment of the cell board 100 with the reinforced frame boards 120 that forms four stepped groove 121, and Fig. 2 (d) is the enlarged drawing that is used to illustrate the unit sizes of cell board 100.And, at Fig. 2 (a) to 2 (d), therefore form reinforced frame boards 120 with form from rectangular plate 110 vertical curve, the limit of the rectangular plate 110 that joins with the stepped groove 121 of reinforced frame boards 120 has edge leg 111, this edge leg 111 forms feasible: the limit that joins with the stepped groove 121 of reinforced frame boards 120 joins the step jaw 121a and the leg 121b (in this case, rectangular plate is the three-dimensional member with orthogonal projection of rectangle plane) of reinforced frame boards 120 continuously to.Reason is in order to load from rectangular plate 110 smooth transfer to reinforced frame boards 120 and by guaranteeing that from rectangular plate 110 to reinforced frame boards 120 continuity makes the consolidation effect maximization of reinforced frame boards 120.
When during with rectangular plate 110 and reinforced frame boards 120 unitary, injection-molded, making the cell board 110 that comprises rectangular plate 110 and reinforced frame boards 120 simply with uniform thickness.Particularly, consider in that describe and assembling plate framework 200 after a while, preferably the end of the rectangular plate 110 of cell board (extending to the edge part of reinforced frame boards) form flat, thereby increase bonding area between cell board 100 and the plate framework 200.In addition, be applied at cell board 100 under the situation of prefabricated water tank, preferably the rectangular plate 110 of cell board has protruding spherical surface, thereby bears hydraulic pressure effectively.
Fig. 3 to 5 has illustrated the prefabricated board of finishing by the cell board 100 of assembling a plurality of Fig. 2, and wherein Fig. 3 shows a part of prefabricated board, and Fig. 4 shows the state that a plurality of cell boards 100 are arranged side by side, and Fig. 5 shows the plate framework 200 that is used for prefabricated board.Finish the prefabricated board of Fig. 3 as follows: as illustrated in fig. 4 vertically and on even keel a plurality of cell boards 100 that are arranged side by side, and by means of as shown in Figure 5 plate framework 200 mutual module units plates 100.
In order to finish prefabricated board, as shown in Figure 4, under the state that the stepped groove 121 of reinforced frame boards laterally is adjacent to each other, cell board 100 with its each other vertically near mode arrange.Fig. 4 shows six module unit plates 100 by state vertical and that on even keel is arranged.In Fig. 4, in the cell board 100 on the right, bottom and the left side, bottom each all has the stepped groove 121 (Fig. 2 (a)) of a formation edge part at an upper portion thereof, the cell board 100 of lower central has the stepped groove 121 (Fig. 2 (b)) of formation two edge parts at an upper portion thereof, in the cell board 100 of top right and top left each all has the stepped groove 121 (Fig. 2 (d)) of an edge part that is formed on its underpart, and the cell board 100 of center upper portion has the stepped groove 121 (modification of Fig. 2 (b)) of two edge parts that are formed on its underpart.
The plate framework 200 that is used for prefabricated board according to the present invention is substantially
The channel member of tee section.Fig. 5 shows the embodiment of plate framework 200, and it comprises the first identical shaped channel and second channel 200a and the 200b.
First channel and the second channel 200a and 200b are
Tee section member, each in them include web 220 and two flanges 210.Web 220 is inwardly being step-like mode bending in the central, and therefore, web 220 comprises not curve 221 and curve 222.In this case, sweep 222 is more upcountry located than sweep 221 not.When with web 220 toward each other against mode when arranging first channel and the second channel 200a and 200b, under the situation that sweep 221 does not abut one another, between curve 222, form gap 230.In the present invention, adopt first channel and the second channel 200a and 200b as being used for cell board plate framework 200 connected to one another.
First channel of plate framework 200 and the second channel 200a and 200b can be the crimping channels with crimping (lip) 211, form this crimping 211 (Fig. 5 (b)) in the terminal aduncate mode with two flanges 210 of channel.In addition, because curve 222 can be more crooked in the central, the curve 222 of web 220 can comprise oblique 222a of portion and the straight 222b of portion, and in this case, tiltedly the 222a of portion comprises crooked part.Certainly, do not illustrate in the drawings, first channel and the second channel 200a and 200b can comprise that also joint strengthening rib thereon is to reinforce web 220.
Fig. 3 (a) shows after the cell board 100 that is arranged side by side as shown in Figure 4, only uses the embodiment of the first channel 200a stack-mounted prefabricated board of the plate framework of Fig. 5.Finish prefabricated board by following steps.When mode arrangement unit plate 100 that the stepped groove 121 with reinforced frame boards abuts one another vertically, the flange 210 of the first channel 200a is assembled within the stepped groove 121 of cell board, and the web bent portion 222 of first channel is contacted with the reinforced frame boards 120 of cell board.Then, the web bent portion 222 of first channel is joined to simultaneously on the reinforced frame boards 120 of two cell boards of horizontal arrangement, (for example, bolted joint), and join on the reinforced frame boards 120 of two cell boards of vertical layout (for example, bolted joint) simultaneously to.
Fig. 3 (b) shows after the cell board 100 that is arranged side by side as shown in Figure 4, first channel of the plate framework of use Fig. 5 and the embodiment of the second channel 200a and 200b stack-mounted prefabricated board.As shown in Figure 4, when with the mode arrangement unit plate 100 that stepped groove 121 abuts one another vertically and on even keel is adjacent to each other of reinforced frame boards, the flange 210 of first channel and the second channel 200a and 200b is assembled to respectively in the stepped groove 121 of two cell boards 100, and the reinforced frame boards 120 of two cell boards 100 that will abut one another is assembled in the gap 230 that is formed between the curve.Then, with the curve 222 of the web 220 of first channel and second channel simultaneously on even keel join on the reinforced frame boards 120 of two cell boards (for example, bolted joint) to, and join the reinforced frame boards 120 (for example, bolted joint) of two cell boards simultaneously vertically to.
As shown in Figure 3, because reinforced frame boards 120 at assembly unit plate 100 in plate framework 200, therefore cell board 100 can fully mesh with plate framework 200, and, can be plate framework 200 is assembled on the cell board 100 and, this plate framework 200 is closely joined on the cell board not in the mode of central authorities' (with the reinforced frame boards engaging portion of cell board) fluting of this plate framework 200.As above-mentioned result, because guaranteed the continuity of plate framework 200, so can make the maximization of reinforcing supporting power by plate framework 200, and because the reinforced frame boards 120 of the cell board that is engaged with each other and plate framework 200 can bear the load on the rectangular plate 110 that is applied to cell board 100, so can improve the supporting power of the connecting bridge of cell board.
Fig. 6 shows the embodiment by the prefabricated water tank that the prefabricated board of Fig. 3 is finished as wallboard (WP) and ceiling floor (CP).The parts that constitute wallboard (WP) and ceiling floor (CP) can be assembled in the outside of water tank.As above-mentioned result, the present invention can easily correct the defective at junction surface, and inhibition is used for the corrosion of the various engagement members (brace panel, bolt, nut or the like) at junction surface, and prevents that the water in the water tank from polluting.When prefabricated board is used as wallboard (WP) and ceiling floor (CP), consider size and the form of assembling form with determining unit plate 100.That is,, the cell board 200 of subsection size is used for the bottom of water tank and the cell board 200 of big unit sizes is used for the top of water tank, thereby consolidation effect is concentrated on the bottom of water tank because the prefabricated water tank its underpart that needs reinforcement more is far more than in top.Therefore, by the reinforced frame boards 120 of cell board and the assembling between the plate framework 200, water tank can firmly bear its inside water pressure.
Particularly, in Fig. 6, prefabricated water tank is configured to box, in water tank
Shape angie type edge posts 300 is installed in four edges of water tank vertically.Wallboard (WP) is mounted to and makes the reinforced frame boards 120 of cell board join the plate face of edge posts 300 to, the wherein Far Left and the rightmost of the wallboard of reinforced frame boards 120 between edge posts 300 of cell board, and simultaneously, ceiling floor (CP) is mounted to and makes the reinforced frame boards 120 of cell board of the outside area (outer block) that is positioned at ceiling floor (CP) join the rectangular plate 110 of the cell board of the topmost that is positioned at wallboard (WP) to.Rely on edge posts 300, can reinforce the edge part of prefabricated water tank naturally.
In addition, in Fig. 6 prefabricated water tank, the cell board that does not have the stepped groove on any top that is formed on reinforced frame boards 120 and have a drain gutter 113 of the upper limb that is formed on rectangular plate 100 is used as the uppermost cell board of wallboard (WP), and the cell board of stepped groove 121 with four edge parts of reinforced frame boards of being formed on 120 is used as the cell board of ceiling floor (CP).Reason is the interference for the stepped groove 120 between the cell board 100 of eliminating wallboard (WP) cell board 100 and ceiling floor (CP), and by guaranteeing that the discharge-channel that drops to the rainwater on the ceiling floor (CP) passes through drain gutter 113 discharging rainwater.In other words, if the rectangular plate 110 of the reinforced frame boards 120 of the cell board 100 of formation ceiling floor (CP) and the cell board 100 of formation wallboard (WP) abuts one another, then the stepped groove 121 of the cell board 100 of ceiling floor (CP) may be run into by the stepped groove 121 of the cell board of wallboard (WP).Yet, because prefabricated water tank according to the present invention eliminated this collision, thus the rectangular plate 110 of the cell board of the reinforced frame boards 120 of the cell board of ceiling floor (CP) and wallboard (WP) to abut one another be possible.Certainly, because heavy load is not applied to the top of water tank,, can there be structure problem even therefore the rectangular plate 110 of the cell board of the reinforced frame boards 120 of the cell board of ceiling floor (CP) and wallboard (WP) is engaged with each other yet.
Though not shown in figures, but naturally, can adopt a kind of in the various forms by the shape of suitably adjusting wallboard (WP) and ceiling floor (CP) according to prefabricated water tank of the present invention, for example cartridge type, polygon box.And, owing to be applied on the ceiling floor (CP) compared to the relative more weak load of wallboard (WP), therefore should be appreciated that and not use plate framework by module units plate only, or use normally used prefabricated board (according to the prefabricated board of prior art shown in Figure 1) to finish ceiling floor (CP).In addition, also can the internal reinforcement member additionally be installed in water tank inside.
Fig. 7 is ceiling floor (CP) that the prefabricated water tank of Fig. 6 is shown and wallboard (WP) by the detail drawing of stack-mounted state each other.In Fig. 7, adopt ceiling floor (CP) and the wallboard (WP) of same structure, wherein plate framework 200 is engaged with each other also that cell board 100 is engaged with each other.Fig. 8 is that the plate framework of the plate framework of ceiling floor (CP) that Fig. 7 is shown and wallboard (WP) is by the detail drawing of stack-mounted state each other.
As mentioned above, the cell board 100 of wallboard (WP) and ceiling floor (CP) is connected to each other and engages, and makes the rectangular plate 110 of cell board of the reinforced frame boards 120 of cell board of ceiling floor (CP) and wallboard (WP) abut one another and this bearing part be engaged with each other (passing through bolt).
In addition, shown in Fig. 7 and 8, the plate framework 200 of wallboard (WP) is configured such that the web bent portion of extension 225 is darker than the web bent portion under the extension 225, and the plate framework 200 of ceiling floor (CP) is configured such that the not curve 221 of web has another extension 225, wherein this another extension 225 more is projected into the both sides of the external unit plate 100 of ceiling floor (CP), and therefore, can be easily the plate framework 200 of wallboard (WP) and ceiling floor (CP) is connected to each other and engages.Promptly, owing to the extension 225 (the not curve of web) of the plate framework of ceiling floor (CP) can be assembled in the gap 230 of extension 225 (web bent portion) of the plate framework that is formed on wallboard (WP), so the extension 225 of the plate framework of the extension 225 of the plate framework of wallboard (WP) and ceiling floor (CP) can only easily be connected to each other by engaging them simultaneously.
Because the plate framework 200 of ceiling floor (CP) only is connected to the plate framework 200 of the wallboard relative with it (WP) in a direction, therefore preferably, the plate framework 200 at the relative wallboard (WP) of the plate framework 200 of other direction and ceiling floor (CP) has company's connecting rod 250 thereon.In other words, as shown in Figure 6, installing connecting rods 250 is connected to each other with the extension 225 (web bent portion) with the plate framework of wallboard (WP).Therefore, when two wallboards respect to one another (WP) in the hexahedron prefabricated water tank were connected by the plate framework 200 of ceiling floor (CP) and retrain, other two wallboards respect to one another (WP) were connected by connecting rod 250 and retrain.The above-mentioned prefabricated water tank of finishing is synthesized one and can guarantees structural stability that predeterminated level is above and without any additional internal reinforcement member.Certainly, the prefabricated water tank according to externally reinforced structure of the present invention also can comprise the internal connection framework in addition, and this internal connection framework is suitable for connecting and supports water tank such as the relative wallboard (WP) of traditional water tank in-to-in, thereby more firm ruggedized construction is provided.
Though described the present invention with reference to the embodiment that specifies, it is not subject to embodiment and only is subject to the claim of enclosing.Be to be understood that those skilled in the art can change or revise embodiment under situation about not departing from the scope of the present invention with spirit.
Industrial applicability
As mentioned above, the present invention has following effect.
The first, because when by means of plate framework cell board being connected to each other and engaging, the cell board group Dress up when around plate framework the time and fully mesh with plate framework, so the present invention can strengthen at list The supporting force at the connecting portion place between unit's plate. As a result, can be only by using according to prefabricated board of the present invention Plate framework module units plate provides enough consolidation effects.
The second, the present invention can allow to make prefabricated water tank simply and do not use any additional in Section's reinforcement material provides structural stability, and therefore, reduces needed material quantity.
The 3rd, because the junction is outside water tank when water tank is assembled, so the present invention can prevent The deterioration of the water pollution of sealing case and the durability of connecting portion. In addition, even because between the cell board Connecting portion any defective is arranged, the workman also can outside water tank, carry out the maintenance and reinforcement, so this Invention can allow the workman easily to carry out maintenance and reinforcement, even and can allow people in dimension Repair with reinforcement during also can continue to use water tank.
Claims (12)
1, a kind of cell board, described cell board comprises: rectangular plate of unit sizes (110) and reinforced frame boards (120), described rectangular plate (100) they are plane formula rectangular plate or the orthogonal projection with rectangle plane; Described reinforced frame boards (120) constitutes rectangular band type, has around four limits on four limits of described rectangular plate (110),
Wherein said reinforced frame boards (120) comprising:
Step jaw (121a), described step jaw (121a) forms feasible: at least one face among relative first and second of level each other
The outside on even keel of shape low side extends, and the outside on even keel of ∩ shape portion of at least one face in perhaps described first and described second extends;
Leg (121b), described leg (121b) forms feasible: at least one face in vertically relative each other the 3rd and the fourth face forms
Shape or ∩ shape; And
Stepped groove (121), described stepped groove (121) are formed on the part place of at least one edge contact in four edges with described reinforced frame boards (120), so that described step jaw (121a) and described leg (121b) engage each other continuously.
2, cell board according to claim 1, wherein, described rectangular plate (110) comprises edge leg (111), and described edge leg (111) forms feasible: the described step jaw (121a) and the described leg (121b) that join to the continuous edge that contacts with the described stepped groove (121) of described reinforced frame boards (120) described reinforced frame boards (120) to.
3, cell board according to claim 1 and 2, wherein, described rectangular plate (110) and described reinforced frame boards (120) be unitary, injection-molded with uniform thickness.
4, a kind of prefabricated board, described prefabricated board comprises:
A plurality of cell board according to claim 1 and 2 (100), described cell board (100) vertically and on even keel be arranged side by side so that the described stepped groove (121) of described reinforced frame boards each other vertically near and described reinforced frame boards (120) abut one another; With
Plate framework (200), described plate framework (200) comprise and forming
The type cross section, has first channel (200a) of web (220) and two flanges (210), the web (220) of described first channel (200a) is located inwardly to be stepped appearance in the central and is had curve (221) not and than the more inside curve (222) of location of described not curve (221)
Wherein said plate framework (200) is mounted to feasible: the flange of described first channel (210) is assembled in the described stepped groove (121) of described cell board, and the curve of the described web of described first channel (222) contacts with the described reinforced frame boards (120) of described cell board, and
Wherein the curve (222) of the described web of described first channel is engaged with the described reinforced frame boards (120) of two described cell boards of horizontal arrangement simultaneously, and join to simultaneously on the described reinforced frame boards (120) of two described cell boards of vertical layout.
5, prefabricated board according to claim 4, wherein, a plurality of described cell boards are arranged such that: the described stepped groove (121) of described reinforced frame boards also on even keel is adjacent to each other,
Wherein said plate framework also comprises and identic second channel of described first channel (200a) (200b), described first channel (200a) and described second channel (200b) are arranged such that: described web (220) toward each other against, so that between described curve (222), form gap (230) when abutting one another when described not curve (221)
The described flange (210) of wherein said first channel and described second channel is assembled to respectively in the described stepped groove (121) of two described cell boards that are adjacent to each other, and the described reinforced frame boards (120) of two described cell boards that abut one another is assembled in the described gap (230) between the curve (222) of described web of described first channel and described second channel, and
The curve (222) of the described web of wherein said first channel and described second channel engages with the described reinforced frame boards (120) of two described cell boards of horizontal arrangement simultaneously, and side by side joins on the described reinforced frame boards (120) of two described cell boards of vertical layout.
6, prefabricated board according to claim 5, wherein, described first channel of described plate framework (200) and described second channel are the crimping channels with crimping (211), and described crimping (211) forms and makes the end of two described flanges (210) all curve inwardly.
7, a kind of prefabricated water tank of the externally reinforced structure of storage of water therein that is used for, described water tank comprises:
Wallboard (WP), described wallboard (WP) constitutes to construct the wall of described water tank with the described prefabricated board of claim 5, and described wallboard (WP) is configured such that the plate framework (200) of described prefabricated board is positioned at outside the described water tank; With
Ceiling floor (CP), described ceiling floor (CP) is constructed to construct the ceiling of described water tank with prefabrication system.
8, prefabricated water tank according to claim 7, it also comprises
Shape angie type edge posts (300), described edge posts (300) vertically are installed in four edges of box described water tank,
Wherein said wallboard (WP) is configured such that: described prefabricated board is positioned between the described edge posts (300) and is joined to the plate face of described edge posts (300) prefabricatedly, described prefabricated board is constructed by the described cell board of mutual assembling topmost, in the described cell board each does not all have the described stepped groove on the top that is formed on described reinforced frame boards (120) but the drain gutter (112) with the upper edge that is formed on described rectangular plate (110)
Wherein said ceiling floor (CP) is constructed by described prefabricated board, so that described reinforced frame boards (120) is towards the outside of described water tank, described prefabricated board is configured such that: under the state that described reinforced frame boards (120) abuts one another, that have a same structure with the described cell board (100) of described wallboard (WP) and comprise that a plurality of described cell board (100) of the described stepped groove (121) that is formed on its four edge parts assembles each other and engage, and
Wherein under the state that the described reinforced frame boards (120) of the described rectangular plate (110) of the uppermost described cell board of described wallboard (WP) and the exterior described cell board of described ceiling floor (CP) contacts with each other, the described rectangular plate (110) of the uppermost described cell board of described wallboard (WP) engages with the described reinforced frame boards (120) of the exterior described cell board of described ceiling floor (CP).
9, prefabricated water tank according to claim 8, wherein said ceiling floor (CP) is constructed by described prefabricated board, construct described prefabricated board by using the mode identical that described cell board (100) is assembled with described plate framework (200) with described wallboard (WP), and
The described plate framework of the described plate framework of wherein said wallboard (WP) and described ceiling floor (CP) is connected to each other and engages.
10, prefabricated water tank according to claim 9, wherein utilize described plate framework to construct described wallboard (WP) by described prefabricated board, in the described plate framework each includes: extension (225), described extension (225) form and make that the curve (222) of described web is outstanding on the uppermost described cell board of described wallboard (WP); With, serration groove (223), described serration groove (223) forms and makes that the curve (222) of the described web under the described extension (225) is recessed, described prefabricated board is configured such that: the top of the described reinforced frame boards (120) of each uppermost cell board of described wallboard (WP) is assembled within the described serration groove (223) of its described plate framework, and
The described not curve (221) of the described web of the described extension (225) (curve of web) of the described plate framework of wherein said wallboard (WP) and the described plate framework of described ceiling floor (CP) is connected to each other and engages.
11, prefabricated water tank according to claim 10, the curve of the described web of the described extension (225) of the described plate framework (200) of wherein said wallboard (WP) is darker than the curve of the described web under the described extension (225), the described plate framework (200) of wherein said ceiling floor (CP) also comprises with described not curve (221) and reaches the mode of both sides of exterior described cell board (100) of described ceiling floor (CP) and the extension (225) that forms, and wherein said wallboard (WP) and described ceiling floor (CP) are connected to each other by following steps and engage: the described extension (225) (the not curve of described web) of the described plate framework of described ceiling floor (CP) is assembled in the described space (230) between the described extension (225) (curve of web) of the described plate framework that is formed on described wallboard (WP), and simultaneously the extension (225) of the described plate framework of the described extension (225) of the described plate framework of described wallboard (WP) and described ceiling floor (CP) is engaged with each other.
12,, wherein do not engage and relatively also comprise the connecting rod (250) that is used to be connected its described extension (225) (curve of web) against described plate framework (200) described ceiling floor (CP), described wallboard (WP) with the described plate framework (200) of described ceiling floor (CP) according to claim 10 or 11 described prefabricated water tanks.
Applications Claiming Priority (7)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020070033381A KR100821972B1 (en) | 2007-04-04 | 2007-04-04 | Prefabricated water tank reinforced the outside |
| KR1020070033380A KR100821971B1 (en) | 2007-04-04 | 2007-04-04 | Unit-panel and prefabricated panel using the same |
| KR1020070033381 | 2007-04-04 | ||
| KR10-2007-0033380 | 2007-04-04 | ||
| KR1020070033380 | 2007-04-04 | ||
| KR10-2007-0033381 | 2007-04-04 | ||
| PCT/KR2008/001919 WO2008123705A1 (en) | 2007-04-04 | 2008-04-04 | Unit-panel & prefabricated panel using the unit-panel, and externally reinforced water tank using the prefabricated panel |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN101657364A true CN101657364A (en) | 2010-02-24 |
| CN101657364B CN101657364B (en) | 2011-04-27 |
Family
ID=39534760
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2008800113549A Expired - Fee Related CN101657364B (en) | 2007-04-04 | 2008-04-04 | Unit-panel & prefabricated panel using the unit-panel, and externally reinforced water tank using the prefabricated panel |
Country Status (2)
| Country | Link |
|---|---|
| KR (1) | KR100821971B1 (en) |
| CN (1) | CN101657364B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104310510A (en) * | 2014-11-07 | 2015-01-28 | 江苏金梓环境科技有限公司 | Outer wall units for assembled wastewater treatment equipment |
| CN105672734A (en) * | 2016-03-24 | 2016-06-15 | 昆明普尔顿环保科技股份有限公司 | Combined reinforcing rib structure |
| CN109282997A (en) * | 2018-09-03 | 2019-01-29 | 中车长春轨道客车股份有限公司 | The dedicated anti-rotation positioning device of articulated structure part |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101486709B1 (en) * | 2014-04-21 | 2015-01-28 | 주식회사 디케이 | Panel for Sectional water tank |
| BE1028713B1 (en) * | 2020-10-19 | 2022-05-18 | S C E Nv | An overload protection for silos with a quadrangular cross section |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6193091A (en) | 1984-10-12 | 1986-05-12 | 株式会社ブリヂストン | Reinforcing structure of built-up type panel water tank |
| CN2214392Y (en) * | 1995-02-23 | 1995-12-06 | 许运行 | Mounting water feeding cistern |
| CN2265955Y (en) * | 1996-08-01 | 1997-10-29 | 夏鸿声 | Combined water storage container |
| CN2310037Y (en) * | 1997-02-28 | 1999-03-10 | 国家建筑材料工业局玻璃钢研究设计院 | Moulding formation combining type composite material water tank |
| KR200399026Y1 (en) | 2005-08-09 | 2005-10-18 | 영성산업 주식회사 | Reinforcement Structure of Fabricated Water Tank |
-
2007
- 2007-04-04 KR KR1020070033380A patent/KR100821971B1/en active IP Right Grant
-
2008
- 2008-04-04 CN CN2008800113549A patent/CN101657364B/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104310510A (en) * | 2014-11-07 | 2015-01-28 | 江苏金梓环境科技有限公司 | Outer wall units for assembled wastewater treatment equipment |
| CN105672734A (en) * | 2016-03-24 | 2016-06-15 | 昆明普尔顿环保科技股份有限公司 | Combined reinforcing rib structure |
| CN105672734B (en) * | 2016-03-24 | 2018-08-14 | 昆明普尔顿环保科技股份有限公司 | A kind of combined type reinforcing rib structure |
| CN109282997A (en) * | 2018-09-03 | 2019-01-29 | 中车长春轨道客车股份有限公司 | The dedicated anti-rotation positioning device of articulated structure part |
| CN109282997B (en) * | 2018-09-03 | 2020-05-22 | 中车长春轨道客车股份有限公司 | Special anti-rotation positioning device for hinged structural part |
Also Published As
| Publication number | Publication date |
|---|---|
| KR100821971B1 (en) | 2008-04-15 |
| CN101657364B (en) | 2011-04-27 |
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