CN205502689U - Modular reinforcing rib structure - Google Patents
Modular reinforcing rib structure Download PDFInfo
- Publication number
- CN205502689U CN205502689U CN201620232541.1U CN201620232541U CN205502689U CN 205502689 U CN205502689 U CN 205502689U CN 201620232541 U CN201620232541 U CN 201620232541U CN 205502689 U CN205502689 U CN 205502689U
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- shaped
- frame
- casing
- frame reinforcement
- connecting hole
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Abstract
The utility model relates to a municipal works technical field. Aim at provides the modular reinforcing rib structure that can improve box structural strength greatly and not influence box water storage function. A modular reinforcing rib structure, includes plastics combination formula box, and the box is inside to set up a plurality of netted additional strengthening, and netted additional strengthening vertically and horizontally staggered constitutes the hog frame, and the shape of hog frame and the shape and the size of size and box are identical. The utility model discloses a hog frame handling ease, and can be under the prerequisite that does not influence the conventional function of box, the overall structure intensity of comprehensive support, great promotion box is constituted the box. Be particularly useful for the combination formula box that plastics were made. The utility model discloses can the wide application under construction at street furniture such as underground tank, electric power well, valve well, can be ingenious combine with various installations and facilities, very big its structural strength of optimization under the normal use's that does not influence each facility the circumstances simplifies its mounting process, has extremely strong commonality.
Description
Technical field
This utility model relates to municipal works technical field, is specifically related to the reinforcing rib structure in pond.
Background technology
Economic fast development is along with the rapid consumption of various resources, such as: oil, natural gas, fresh water etc..And resource consumes the fast development that govern economy excessively, so energy-conserving and environment-protective have become as the common theme of the world today.Under the theory of energy-conserving and environment-protective, the integrated application of rainwater is undoubtedly one of key technology therein.In the various facilities utilizing rainwater, water storage apparatus not only acts as collects the effect storing rainwater, also it is the prerequisite of other application modes realization, such as: the filtration needs of rainwater are carried out in water storage apparatus, the deep purifying of rainwater needs to carry out in water storage apparatus.Because the volume that the storage facilities of rainwater needs is relatively big, so typically using the form in pond.But owing to the volume in pond self is relatively big, substantial amounts of land area will be taken if be set directly on ground.Especially in the city of land resource wretched insufficiency, owing to land used is nervous, this contradiction is especially prominent.For solving this problem, for rainwater-collecting store pond generally use underground closed structure.
Prior art mainly occurs in that the underground tank of three kinds of forms: 1, utilize the pond of masonry bond.2, the pond that armored concrete pours is utilized.3, the pond that PP plastics are made is utilized.But all there is certain shortcoming in above several ponds.1st kind of pond, the structure built by laying bricks or stones due to employing, its sealing can not get ensureing, and construction period is longer.2nd kind of pond, however it remains the problem that construction period is longer, and relatively costly.3rd kind of pond, owing to being embedded in underground, so needing the soil the bearing surrounding pressure to whole cell body, so its structural strength can not get ensureing., often there is breakage, thus causes leakage, this most greatly constrains the application in PP shaped plastics pond in the especially side in pond.Simultaneously, the urban operating mechanisms such as electric power well, valve well, under the most buried, also artesian condition it is chronically at, way conventional in prior art is to be improved its structural strength by concrete prefabricated, but the urban operating mechanism of concrete is due to more heavy, and it is installed and transport is the most inconvenient, generally requires and pays higher cost of labor.And use the urban operating mechanism of other materials to have limitation due to its structural strength, tend not to apply in the urban operating mechanisms such as pre-buried relatively deep or that bore is bigger electric power well, valve well.
Summary of the invention
The purpose of this utility model is to provide a kind of combination type reinforcing rib structure that can be greatly improved body structure intensity and not affect casing water storage function.
For achieving the above object, this utility model be the technical scheme is that a kind of combination type reinforcing rib structure, for containing the Combined plastic box house of liquid, described box house arranges multiple mesh reinforcements, described mesh reinforcements crisscross composition hog frame, the shape and size of described hog frame match with the shape and size of casing.
Preferably, in the plurality of mesh reinforcements, a part of being connected by multiple shaped as frame reinforcements is constituted, another part is made as entirety in advance, the described pre-mesh reinforcements being made as entirety is arranged in parallel in box house, described shaped as frame reinforcement and the mesh reinforcements crisscross composition hog frame being made as entirety in advance.
Preferably, described mesh reinforcements is all connected by multiple shaped as frame reinforcements and constitutes.
Preferably, described shaped as frame reinforcement is square, and the turning within shaped as frame reinforcement is circular arc.The position that described mesh reinforcements intersects is positioned at the edge of shaped as frame reinforcement.
Preferably, the shaped as frame reinforcement in each mesh reinforcements described is in addition to the side connected with cabinet wall, and remaining side all connects with other mesh reinforcements.All by being connected assembly connection between described shaped as frame reinforcement, between shaped as frame reinforcement and cabinet wall.
Preferably, described connection assembly includes L-type connector, and the length of described L-type connector is consistent with the length of side of shaped as frame reinforcement.The corner that described L-type connector is arranged in two crossing shaped as frame reinforcement corners in consistent manner and cabinet wall is connected with shaped as frame reinforcement.It is uniformly arranged multiple second connecting hole on two limits of described L-type connector.First connecting hole relative with the second connecting hole is set on described shaped as frame reinforcement edge and cabinet wall.Shaped as frame reinforcement is fixed with cabinet wall after the first connecting hole and the second connecting hole by bolt with shaped as frame reinforcement, shaped as frame reinforcement.
Preferably, described connection assembly includes L-type connector, shaped as frame reinforcement corner and the corner that is connected with shaped as frame reinforcement of cabinet wall that said two intersects are respectively provided with multiple L type connector matched, it is respectively provided with one group of second connecting hole on two limits of each L-type connector described, described shaped as frame reinforcement edge and cabinet wall arrange the first connecting hole that many groups are relative with the second connecting hole.Each group of described the first connecting hole and the second connecting hole are two, two bolts respectively from contrary pass back through the first connecting hole and the second connecting hole after shaped as frame reinforcement is fixed with cabinet wall with shaped as frame reinforcement, shaped as frame reinforcement.
Preferably, described connection assembly includes installing rack, and described installing rack is arranged along the edge that shaped as frame reinforcement connects, and installing rack is made up of many mounting posts.In described mounting post, jog is set, it is connected with each other by the way of jog is mutually embedding between mounting post, the position relative with shaped as frame reinforcement, mounting post side arranges groove, the cell wall of described groove both sides extends the connection sheet parallel with shaped as frame reinforcement, and described connection sheet arranges the 3rd connecting hole coordinated with the first connecting hole.The edge of described shaped as frame reinforcement is positioned at groove, and shaped as frame reinforcement is fixed with mounting post by bolt through the 3rd connecting hole and the first connecting hole.
Preferably, described connection sheet is hinged with mounting post along groove length direction.
The beneficial effects of the utility model embody a concentrated reflection of, it is possible to the overall construction intensity of significant increase casing.Being embodied in, the shape and size of hog frame of the present utility model match with the shape and size of casing, and so, hog frame just can all constitute comprehensively support to the various piece of casing, and this greatly improves the overall construction intensity of casing undoubtedly.And owing to hog frame is constituted by independent mesh reinforcements is crisscross, the space that mesh reinforcements itself takies is little, do not interfere with liquid capacity and the liquid flowing of box house, simultaneously because all parts can be separately machined, this most significantly reduces the difficulty of processing of whole reinforcing rib structure.This utility model can be widely used in the construction of the urban operating mechanisms such as underground tank, electric power well, valve well, can combine with various installations and facilities cleverly, its structural strength is optimized greatly in the case of the normal use not affecting each facility, simplify its mounting process, there is extremely strong versatility.It is preferably provided with mesh reinforcements to be made up of shaped as frame reinforcement, further reduces the difficulty of processing, transport etc..Especially apply in large-scale casing.Easy accessibility, the suitability is the widest, it is possible to greatly shorten the construction period of casing.This utility model, on the premise of having ensured the advantages such as Combined plastic tank material recoverable, short construction period, completely solves the problem that its structural strength is not enough, has greatly widened its application prospect, opened new outlet for energy-conserving and environment-protective cause.
Accompanying drawing explanation
Fig. 1 is partial structurtes schematic diagram of the present utility model；
Fig. 2 is the structural representation of shaped as frame reinforcement；
Fig. 3 is the structural representation of a kind of preferred shaped as frame reinforcement；
Fig. 4 is the structural representation of mesh reinforcements；
Fig. 5 is structure schematic diagram in one embodiment shown in Fig. 3；
Fig. 6 is structure schematic diagram in another embodiment shown in Fig. 3；
Fig. 7 is the structural representation of L-type connector；
Fig. 8 is the structural representation of a kind of preferred L-type connector；
Fig. 9 is the scheme of installation of L-type connector；
Figure 10 is A portion enlarged drawing in Fig. 9；
Figure 11 is the structural representation of mounting post；
Figure 12 is the B direction view of structure shown in Figure 11；
Figure 13 is the partial schematic diagram of installing rack；
Figure 14 is the structural representation of panel；
Figure 15 is the scheme of installation of I shape sealing member；
Figure 16 is the scheme of installation of cross sealing member.
Detailed description of the invention
In conjunction with a kind of combination type reinforcing rib structure shown in Fig. 1-16, including the Combined plastic casing 2 for containing liquid, described casing 2 is internal arranges multiple mesh reinforcements as shown in Figure 4.Described mesh reinforcements is generally adopted made of plastic, can be directly to be molded into net form.Can also be that the reinforcement of many strips of heat seal is netted to constitute in a frame.Mesh reinforcements crisscross composition hog frame, say, that mesh reinforcements is considered as a plane, and hog frame is constituted after to be exactly multiple plane interlaced as shown in Figure 1 be positioned at the three-dimensional support structure within casing 2.The shape and size of described hog frame match with the shape and size of casing 2.It is internal that hog frame is arranged on casing 2, all the zones of different of casing 2 can be constituted support, if the shape that casing 2 is in cuboid, then hog frame is also equivalently-sized rectangular-shaped, if the shape that casing 2 is in square, then hog frame is also match cube-shaped.The hog frame that this mesh reinforcements is constituted is little due to self shared volume, does not interferes with the liquid capacity within casing 2 and liquid flowing.The structural strength of casing 2 can be greatly improved.This utility model can be widely used in the construction of the urban operating mechanisms such as underground tank, electric power well, valve well, can combine with various installations and facilities cleverly, its structural strength is optimized greatly in the case of the normal use not affecting each facility, simplify its mounting process, there is extremely strong versatility.
In order to improve versatility of the present utility model further, described mesh reinforcements can also be made up of multiple shaped as frame reinforcements 1, described shaped as frame reinforcement 1 can be direct injection mo(u)lding adding man-hour, naturally it is also possible to constitutes with the reinforcement headtotail heat seal of strip.Mesh reinforcements depends primarily on the span size of mesh reinforcements self the need of using multiple shaped as frame reinforcements 1 to constitute, it is understood that for casing 2 length in one direction.If some mesh reinforcements span is less, then without the mode using shaped as frame reinforcement 1 to splice, entirety can be directly disposed as.If mesh reinforcements span is relatively big, then preferably it is made up of multiple shaped as frame reinforcements 1, so easily facilitates processing, transport and installation etc..Therefore, the plurality of mesh reinforcements can be that a portion is connected by multiple shaped as frame reinforcements 1 and constitutes, another part is made as entirety in advance, the mesh reinforcements being made as entirety in advance is arranged in parallel in casing 2 inside, described shaped as frame reinforcement 1 and the mesh reinforcements crisscross composition hog frame being made as entirety in advance, some direction upper span that this mode is applicable to casing 2 is relatively big, and the situation that some direction upper span is less.Can also be that mesh reinforcements is all connected by shaped as frame reinforcement 1 and constitutes, the situation that span that this mode is applicable in casing 2 all directions is the least.Or mesh reinforcements is entirely and is made as entirety in advance, the situation that span that this mode is applicable in casing 2 all directions is the least.
Due to the biggest for collecting the usual volume of casing 2 of rainwater, constitute it is therefore preferred that mesh reinforcements is all connected by shaped as frame reinforcement 1.Certainly shaped as frame reinforcement 1 can be in a variety of shapes, and these needs are adjusted according to the concrete shape of casing 2.Such as: if casing 2 is in cylinder, then can use the shaped as frame reinforcement 1 of multiple difformity, size, longitudinally disposed shaped as frame reinforcement 1 part is arc surfaced, the mesh reinforcements constituted after being connected with each other is the arc of cylindrical side, a part of rectangular, the mesh reinforcements of composition is rectangular.The shaped as frame reinforcement 1 of horizontally set then in sector separate after abnormity, after being connected with each other constitute mesh reinforcements in circle as shown in Figure 5.If casing 2 is in truncated cone, a part of rectangular triangle rectangular, a part of of the most longitudinally disposed shaped as frame reinforcement 1, the mesh reinforcements constituted after connection is in isosceles trapezoid as shown in Figure 6.The shaped as frame reinforcement 1 of horizontally set then in sector separate after abnormity, after being connected with each other constitute mesh reinforcements rounded.If casing 2 uses other shape, then shaped as frame reinforcement 1 is also required to adjust accordingly.In order to make processing and assembling enhanced convenience, preferably all of shaped as frame reinforcement 1 all uses identical shape and specification, so, each shaped as frame reinforcement 1 just can be arbitrarily installed in the diverse location of hog frame, the most especially with shaped as frame reinforcement 1 square time be optimal, now casing 2 rectangle the most as shown in Figure 1 or square.The position that described mesh reinforcements intersects is positioned at the edge of shaped as frame reinforcement 1, so couples together with regard to enhanced convenience.Turning within described shaped as frame reinforcement 1 both can be the turning of approximate right angle as shown in Figure 2, and after using the turning of square, shaped as frame reinforcement 1 is internal can bigger discharge area.It is of course also possible to be arc-shaped corners as shown in Figure 3, after using the turning of circular arc, the frame of shaped as frame reinforcement 1 edge is bigger due to width, and its structural strength is higher.Reinforcement structure of the present utility model is spliced to form, therefore, it is possible to be optionally combined into the hog frame of different size, shape owing to using multiple shaped as frame reinforcements 1, it is possible to be placed in the casing 2 of difformity, size, purposes the most of the present utility model variation.Described casing 2 can also replace with pond, electric power well, valve well etc., so this utility model can be widely used in all trades and professions.
Shaped as frame reinforcement 1 in each mesh reinforcements described is in addition to the side connected with casing 2 inwall, and remaining side all connects with other mesh reinforcements.The most so each shaped as frame reinforcement 1 has been at least connected with 2 mesh reinforcements, owing to mesh reinforcements increases, just further ensure that the support effect of hog frame, thus improves the overall construction intensity of casing 2.All by being connected assembly connection between described shaped as frame reinforcement 1, between shaped as frame reinforcement 1 and casing 2 inwall.Shown in Fig. 2,7,9,10, described connection assembly can be to include L-type connector 4, the length of described L-type connector 4 is consistent with the length of side of shaped as frame reinforcement 1, the corner that described L-type connector 4 is arranged in two crossing shaped as frame reinforcement 1 corners in consistent manner and casing 2 inwall is connected with shaped as frame reinforcement 1.Namely L-type connector 4 is as it is shown in fig. 7, L-type connector 4 length is longer, exactly the length at shaped as frame reinforcement 1 edge, and shaped as frame reinforcement 1 a limit just can be fixed by a L-type connector 4.Multiple second connecting hole 5 it is uniformly arranged on two limits of described L-type connector 4.First connecting hole 3 relative with the second connecting hole 5 is set on described shaped as frame reinforcement 1 edge and casing 2 inwall.Shaped as frame reinforcement 1 is fixed with casing 2 inwall after the first connecting hole 3 and the second connecting hole 5 by bolt with shaped as frame reinforcement 1, shaped as frame reinforcement 1.After adopting in this way, owing to L-type connector 4 length is longer, install more convenient.
In conjunction with Fig. 3, shown in 8, described connection assembly can also be to include L-type connector 4, shaped as frame reinforcement 1 corner and the corner that is connected with shaped as frame reinforcement 1 of casing 2 inwall that said two intersects are respectively provided with multiple L-type connector 4 matched, namely L-type connector 4 is as shown in Figure 8, the length of L-type connector 4 is shorter, and the edge of each shaped as frame reinforcement 1 is to be fixed by multiple L-type connectors 4.It is respectively provided with on two limits of each L-type connector 4 described on one group of second connecting hole 5, described shaped as frame reinforcement 1 edge and casing 2 inwall and the first connecting hole 3 that many groups are relative with the second connecting hole 5 is set.Each group of described the first connecting hole 3 and the second connecting hole 5 are two, naturally it is also possible to for three or more.Two just can be played preferable fixed effect under normal circumstances.Two bolts respectively from contrary pass back through the first connecting hole 3 and the second connecting hole 5 after shaped as frame reinforcement 1 is fixed with casing 2 inwall with shaped as frame reinforcement 1, shaped as frame reinforcement 1, such as two one, bolts insert from left to right, and another inserts from right to left.After adopting in such a way, owing to each edge of shaped as frame reinforcement 1 is all to be fixed by multiple less L-type connectors 4, thereby serve to reduce moment, the effect of dispersive stress, such as: chopsticks will be fractureed, be easier to fracture longer when.After chopsticks fracture into shorter one section, shorter one section is just not easy to fracture.
Certain described connection assembly can be to use other form, such as: combine Figure 11, the described connection assembly shown in 12 includes installing rack, and described installing rack is arranged along the edge that shaped as frame reinforcement 1 connects, and installing rack is made up of many mounting posts 7.In described mounting post 7, jog is set, is connected with each other by the way of jog is mutually embedding between mounting post.Certainly, mounting post 7 can also be adopted in this way with the connection of casing 2.Or it being threaded hole in the end of mounting post 7, screw inserts in screwed hole after passing casing 2 and sealing ring and is fixed.The position relative with shaped as frame reinforcement 1, mounting post 7 side arranges groove 10, and the cell wall of described groove 10 both sides extends the connection sheet 11 parallel with shaped as frame reinforcement 1, and described connection sheet 11 arranges the 3rd connecting hole 12 coordinated with the first connecting hole 3.The edge of described shaped as frame reinforcement 1 is positioned at groove 10, and shaped as frame reinforcement 1 is fixed with mounting post 7 by bolt through the 3rd connecting hole 12 and the first connecting hole 3.After adopting in such a way, although mounting post 7 is increasingly complex relative to L-type connector 4 structure, but installs more convenient.It is preferred that described connection sheet 11 is hinged with mounting post 7 along groove 10 length direction.So, owing to connection sheet 11 is after being connected with shaped as frame reinforcement 1, certain deformation can be made and adjust, just further increase service life of the present utility model.
In order to improve the structural strength of shaped as frame reinforcement 1 self, it is also possible to arrange lobe 6 on the frame of described shaped as frame reinforcement 1, described lobe 6 is the most plastic by changing mold shape in the process segment.Further, described shaped as frame reinforcement 1 and casing 2 use SMC material to make, and described SMC material is i.e. sheet molding compound.Described SMC material is preferably made up of following weight portion: unsaturated polyester resin 80 parts, polystyrene 23 parts, polymethyl methacrylate 17 parts, calcium carbonate 85 parts, roving glass fiber 120 parts, zinc stearate 6.5 parts, benzoyl peroxide 5 parts, N-phenylmaleimide 2.5 parts, the double stearic amide 4.5 parts of vinyl, molybdenum bisuphide 2.5 parts, magnesium oxide powder 2 parts.
Described SMC material is processed into by the following method:
A. by described weight portion, polystyrene, polymethyl methacrylate, benzoyl peroxide, N-phenylmaleimide, the double stearic amide of vinyl and molybdenum bisuphide are joined in unsaturated polyester resin, mix homogeneously；It is subsequently adding calcium carbonate, zinc stearate and magnesium oxide powder, mix homogeneously, obtains resin paste.
B. step a gained resin paste being coated in uniformly on upper and lower two layers of polyethylene thin film, middle uniform settlement roving glass fiber after silane coupler processes, through extruding, rolling after making resin paste and roving glass fiber fully infiltrate；
C. sheet material step b wound, thickening 48 hours at 35-45 DEG C.
SMC material performance indications such as following table is obtained through said method:
| Test event | Unit | Testing standard | Numerical value |
| Bending strength | MPa | ISO178-2001E | 230 |
| Impact strength | KJ/m2 | ISO179-2000E | 93 |
| Molding shrinkage | % | ISO2577-1984E | 0.15 |
| Finished product density | g/cm3 | ISO1183-2004E | 1.9 |
In conjunction with upper table it can be seen that the SMC material of this utility model employing, its performance indications are excellent.Casing 2 and shaped as frame reinforcement 1 structural strength be made up of SMC material of the present utility model will be greatly improved.
Casing 2 the most of the present utility model is to be spliced to form by multiple panels 21.Shown in Figure 14-16, described panel 21 is square, is additionally provided with rib in the middle part of described panel 21, and described rib is in spheric protruding outside casing 2.Certainly, described rib can also be the netted ribs that panel 21 is positioned at that the plate face outside casing 2 is arranged, and panel 21 edge arranges the stitching section 22 to the outer lateral buckling of casing 2.Arranging multiple first splicing hole 23 on described stitching section 22, the panel 21 that bolt will be located on same plane through the first splicing hole 23 is fixed.The described panel 21 connected at casing 2 edge, arranges identical L-type splice 24 between the stitching section 22 of outside corner, and two limits of the described namely L-type splice 24 of coincideing are respectively with the stitching section 22 of two panels 21 side by side.Multiple second splicing hole 25 is set on described L-type splice 24.Described bolt splices hole 25 through the first splicing hole 23, second to be fixed the panel 21 of casing 2 edge.Casing 2 of the present utility model is spliced to form, so by multiple panels 21, it becomes possible to quickly dismantle assembling, has only to directly assemble in place to use during use, and this most greatly shortens construction period.The most independent panel 21 is relatively small due to volume, the most just reduces processing and the difficulty of transport.Further, since casing 2 is spliced to form by panel 21, therefore panel 21 can be assembled into the different casing such as size, shape 2, makes purposes of the present utility model variation, can be widely used in all trades and professions.Such as can be assembled into casing, electric power well, valve well etc..
In order to improve the sealing property of casing 2, in conjunction with Figure 15, shown in 16, the stitching portion between described panel 21 arranges rubber seal.Described rubber seal includes I shape sealing member 26 and cross sealing member 27, the bar portion that described I shape sealing member 26 is generally aligned in the same plane in the middle of interior panel 21 stitching portion and I shape sealing member 26 is positioned between stitching section 22, and upper and lower two limits lay respectively at outside in casing 2.The described limit being positioned at outside casing 2, namely lateral casing 2 direction, a limit two of the top shown in Figure 15 bends and wraps stitching section 22, so, in use, owing to being positioned at the pressure by periphery soil of the limit outside casing 2, can tightly be attached to around stitching section 22, the gap of whole stitching portion be fully sealed, is greatly promoted sealing effectiveness.I shape sealing member 26 is positioned at a limit inside casing 2, namely in Figure 15 downside on multiple U-type groove mouth 30 is set, and described U-type groove mouth 30 is positioned at this limit towards the one side inside casing 2.U-type groove mouth 30 improves the contact area of the water within casing 2 and sealing member, and after by the pressure of water, sealing member also can tightly be attached to casing 2 inner surface, thus improves sealing effectiveness.
As shown in figure 16, described cross sealing member 27 is positioned at panel 21 stitching portion of casing 2 edge, 27 1 groups of L-shaped limits of cross sealing member are between L-type splice 24 and stitching section 22, another is organized L-shaped limit and inserts casing 2 inside and arrange multiple U-type groove mouth 30, and described U-type groove mouth 30 is positioned at this group limit towards the one side inside casing 2.Certainly, rubber seal should arrange the through hole corresponding with first the 23, second splicing hole 25, splicing hole, in order to wearing of bolt.It is preferred that the elastomeric material used by described rubber seal is made up of following weight portion: natural rubber 70 parts, 15 parts of butadiene-styrene rubber, nitrile rubber 10 parts, high styrene resin 15 parts, 3 parts of sulfur, sulfenamide 1.5 parts, 1 part of T501 antioxidant, white carbon black 30 parts, magnesium oxide 5 parts, stearic acid 1.5 parts.This material is processed into as follows:
(1). GB-10 type high-speed mixer is preheated to 100 DEG C, natural rubber, butadiene-styrene rubber, nitrile rubber are added in mixer, stirring 2 minutes at 300 rpm, stirring 30 minutes the most at 800 rpm, are subsequently added into high styrene resin, white carbon black and magnesium oxide and stir 20 minutes under 900rpm.Add clout to stir 15 minutes under 900rpm.
(2). discharging to plastics processing mill is plasticated 20 minutes.
(3). compression molding, mold 1000N, 2.5 hours time, temperature 130 DEG C.
(4). prepare finished product after trimming.
The elastomeric material performance indications such as following table prepared as stated above:
| Test event | Unit | Testing standard | Numerical value |
| Intensity | MPa | GB/T528 | 17.5 |
| Hardness | Shao A | GB/T51 | 62 |
| Compression deformation rate (100 DEG C of * 22h) | % | GB/T1683-81 | 14 |
| Abrasion | cm3*(1.61km)—1 | GB/T1689-1998 | 0.0095 |
The rubber material compression deformation rate performance that this utility model is used, well below national standard, is highly suitable for the making of pressure bearing and seal part, is greatly improved the sealing property of casing 2.
Claims (9)
1. a combination type reinforcing rib structure, for containing the Combined plastic casing (2) of liquid
It is internal, it is characterised in that: described casing (2) is internal arranges multiple mesh reinforcements, described
Mesh reinforcements crisscross composition hog frame, the shape and size of described hog frame and casing (2)
Shape and size match.
Combination type reinforcing rib structure the most according to claim 1, it is characterised in that: described many
In individual mesh reinforcements, a part of being connected by multiple shaped as frame reinforcements (1) is constituted, another part
Being made as entirety in advance, the described pre-mesh reinforcements being made as entirety is arranged in parallel in casing (2)
Portion, described shaped as frame reinforcement (1) and the crisscross composition of mesh reinforcements being made as entirety in advance
Hog frame.
Combination type reinforcing rib structure the most according to claim 1, it is characterised in that: described net
Shape reinforcement structure is all connected by multiple shaped as frame reinforcements (1) and constitutes.
Combination type reinforcing rib structure the most according to claim 3, it is characterised in that: described frame
Shape reinforcement (1) is square, and the turning of shaped as frame reinforcement (1) inside is circular arc；Described
The position that mesh reinforcements intersects is positioned at the edge of shaped as frame reinforcement (1).
Combination type reinforcing rib structure the most according to claim 4, it is characterised in that: described often
Shaped as frame reinforcement (1) in one mesh reinforcements is except the side connected with casing (2) inwall
Outside limit, remaining side all connects with other mesh reinforcements；Described shaped as frame reinforcement (1) it
Between, between shaped as frame reinforcement (1) and casing (2) inwall all by be connected assembly connect.
Combination type reinforcing rib structure the most according to claim 5, it is characterised in that: described company
Connected components includes that L-type connector (4), the length of described L-type connector (4) are strengthened with shaped as frame
The length of side of muscle (1) is consistent；Described L-type connector (4) is arranged in two crossing frames in consistent manner
The turning that shape reinforcement (1) corner and casing (2) inwall are connected with shaped as frame reinforcement (1)
Place；Multiple second connecting hole (5) it is uniformly arranged on two limits of described L-type connector (4)；
Arrange and the second connecting hole (5) on described shaped as frame reinforcement (1) edge and casing (2) inwall
Relative the first connecting hole (3)；Bolt passes the first connecting hole (3) and the second connecting hole (5)
After by shaped as frame reinforcement (1) and shaped as frame reinforcement (1), shaped as frame reinforcement (1) and casing (2)
Inwall is fixed.
Combination type reinforcing rib structure the most according to claim 5, it is characterised in that: described company
Connected components includes L-type connector (4), shaped as frame reinforcement (1) corner that said two intersects
And casing (2) the inwall corner that is connected with shaped as frame reinforcement (1) is respectively provided with multiple matching
L-type connector (4), two limits of each L-type connector (4) described are respectively provided with one group
Second connecting hole (5), described shaped as frame reinforcement (1) edge and casing (2) inwall is arranged many
Organize first connecting hole (3) relative with the second connecting hole (5)；Described each group first connects
Hole (3) and the second connecting hole (5) are two, and two bolts pass back through from contrary respectively
After first connecting hole (3) and the second connecting hole (5), shaped as frame reinforcement (1) is strengthened with shaped as frame
Muscle (1), shaped as frame reinforcement (1) are fixed with casing (2) inwall.
8. according to the combination type reinforcing rib structure described in claim 5, it is characterised in that: institute
Stating connection assembly and include installing rack, the edge that described installing rack connects along shaped as frame reinforcement (1) sets
Putting, installing rack is made up of many mounting posts (7)；Described mounting post arranges jog on (7),
It is connected with each other by the way of jog is mutually embedding between mounting post, mounting post (7) side and shaped as frame
The position that reinforcement (1) is relative arranges groove (10), and the cell wall of described groove (10) both sides prolongs
Stretching out the connection sheet (11) parallel with shaped as frame reinforcement (1), described connection sheet (11) is upper to be arranged
The 3rd connecting hole (12) coordinated with the first connecting hole (3)；Described shaped as frame reinforcement (1)
Edge is positioned at groove (10), and bolt passes the 3rd connecting hole (12) and the first connecting hole (3)
Shaped as frame reinforcement (1) is fixed with mounting post (7).
Combination type reinforcing rib structure described in the most according to Claim 8, it is characterised in that: institute
State connection sheet (11) hinged with mounting post (7) along groove (10) length direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620232541.1U CN205502689U (en) | 2016-03-24 | 2016-03-24 | Modular reinforcing rib structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620232541.1U CN205502689U (en) | 2016-03-24 | 2016-03-24 | Modular reinforcing rib structure |
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| Publication Number | Publication Date |
|---|---|
| CN205502689U true CN205502689U (en) | 2016-08-24 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620232541.1U Expired - Fee Related CN205502689U (en) | 2016-03-24 | 2016-03-24 | Modular reinforcing rib structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205502689U (en) |
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2016
- 2016-03-24 CN CN201620232541.1U patent/CN205502689U/en not_active Expired - Fee Related
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| GR01 | Patent grant | ||
| PE01 | Entry into force of the registration of the contract for pledge of patent right |
Denomination of utility model: Combined reinforcing rib structure Effective date of registration: 20200313 Granted publication date: 20160824 Pledgee: Kunming Industrial Development and Investment Co.,Ltd. Pledgor: KUNMING PURETOWN ENVIRONMENTAL TECH Co.,Ltd. Registration number: Y2020530000006 |
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