CN108999349A - Discharge structure - Google Patents

Discharge structure Download PDF

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Publication number
CN108999349A
CN108999349A CN201810886666.XA CN201810886666A CN108999349A CN 108999349 A CN108999349 A CN 108999349A CN 201810886666 A CN201810886666 A CN 201810886666A CN 108999349 A CN108999349 A CN 108999349A
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CN
China
Prior art keywords
parapet
lower edge
rack
ball node
supporting beam
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201810886666.XA
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Chinese (zh)
Inventor
于德广
陈歌
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China ENFI Engineering Corp
Original Assignee
China ENFI Engineering Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by China ENFI Engineering Corp filed Critical China ENFI Engineering Corp
Priority to CN201810886666.XA priority Critical patent/CN108999349A/en
Publication of CN108999349A publication Critical patent/CN108999349A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
    • E04D13/04Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/18Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
    • E04B1/19Three-dimensional framework structures
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04DROOF COVERINGS; SKY-LIGHTS; GUTTERS; ROOF-WORKING TOOLS
    • E04D13/00Special arrangements or devices in connection with roof coverings; Protection against birds; Roof drainage; Sky-lights
    • E04D13/04Roof drainage; Drainage fittings in flat roofs, balconies or the like
    • E04D13/064Gutters

Abstract

The invention discloses discharge structures.The discharge structure includes: parapet;Rack, the rack are interconnected to form by upper cord member, lower edge rod piece and diagonal web member, and the diagonal web member of the neighbouring parapet of the rack bottom-up is gradually distance from the parapet;Supporting beam, one end of the supporting beam are connected with the parapet, and the top of other end parapet close with the rack is connected;And rhone, the rhone are located in the supporting beam.The diagonal web member of the neighbouring parapet of rack is bottom-up to be gradually distance from parapet, it limits the length of supporting beam by parapet and support ball node spacing, increases the length of supporting beam, increase accordingly the width for the rhone being located in supporting beam also, the width of rhone is big, and drain discharge is big.

Description

Discharge structure
Technical field
The present invention relates to civil engineering fields, and in particular, to discharge structure.
Background technique
In existing rack and discharge structure, rack is often made into the shape that lower edge planar dimension is not less than lower edge planar dimension Shape, gutter support top surface of the beam are higher than or are same as rack and wind up plane, and gutter width is by between support ball node and parapet Away from limitation, parapet and support ball node spacing are limited by column section size, when parapet and support ball nodal distance When smaller, gutter width is not able to satisfy drainage requirement.Depth of drainage ditch is limited by rest, main purlin, secondary purlin total height, works as branch When support, main purlin, secondary purlin total height are smaller, it is difficult to realize the head fall along gutter.Rack winds up under planar dimension is not less than String planar dimension, support node connecting rod is excessive and angle is smaller, and support ball node is caused to be relatively large in diameter.Rack winds up plane Area is big, and plane of winding up rod piece is more, and diagonal web member rod piece is more, and steel using amount is larger.
Discharge structure has much room for improvement as a result,.
Summary of the invention
The present invention is directed at least solve one of the technical problems existing in the prior art.For this purpose, one object of the present invention It is to propose that a kind of discharge structure, the width of rhone are not limited by parapet and support ball node spacing, the width of rhone Greatly;Draining groove depth is not limited by rest, main purlin, secondary purlin total height, and drain discharge is big, also, support ball node connecting rod Few, diameter is small, and eliminates a large amount of rod pieces, saves rolled steel dosage, reduces costs.
Thus, according to an aspect of the present invention, the present invention provides a kind of discharge structures.Implementation according to the present invention Example, which includes: parapet;Rack, the rack are connected with each other shape by upper cord member, lower edge rod piece and diagonal web member At, and the diagonal web member of the neighbouring parapet of the rack bottom-up is gradually distance from the parapet;Supporting beam, the branch One end of support beam is connected with the parapet, and the top of other end parapet close with the rack is connected;And rhone, it is described Rhone is located in the supporting beam.
Discharge structure according to an embodiment of the present invention, the diagonal web member of the neighbouring parapet of rack is bottom-up to be gradually distance from female Youngster's wall makes the length of supporting beam not by parapet and support ball node (the namely ball node of the nearly parapet in rack lower end) spacing Limitation, increases the length of supporting beam, increase accordingly the width for the rhone being located in supporting beam also, the width of rhone Greatly, drain discharge is big.Also, support ball node connecting rod is few, and diameter is small, and eliminates a large amount of rod pieces, saves rolled steel dosage, It reduces costs.
In addition, discharge structure according to the above embodiment of the present invention can also have the following additional technical features:
According to an embodiment of the invention, the rack includes: the plane grid component that winds up, the plane grid component that winds up It is connected by upper cord member by the ball node that winds up and is formed;Lower edge plane grid component, the lower edge plane grid component is under Chord member part connects to be formed by lower edge ball node, and the lower edge ball node passes through the diagonal web member and the ball node phase of winding up Even, and described in the first row of the nearly parapet projection of ball node in the horizontal plane of winding up is located at the first of the nearly parapet It arranges between the projection of lower edge ball node in the horizontal plane described in the lower edge ball node (support ball node) and second row.
According to an embodiment of the invention, the width of the plane grid component that winds up is less than the lower edge plane grid component Width.
According to an embodiment of the invention, the projection of ball node in the horizontal plane of winding up described in the first row of the nearly parapet The projection of lower edge ball node in the horizontal plane described in lower edge ball node described in first row positioned at the nearly parapet and second row Midpoint.
According to another aspect of the present invention, the present invention provides a kind of discharge structures.According to an embodiment of the invention, should Discharge structure includes: parapet;Rack, the rack is interconnected to form by upper cord member, lower edge rod piece and diagonal web member, and institute The diagonal web member for stating the neighbouring parapet of rack bottom-up is gradually distance from the parapet;Supporting beam, the supporting beam One end is connected with the parapet, and the top of other end parapet close with the rack is connected, and the support depth of beam position In the lower section on the top of the closely described parapet of the rack;And rhone, the rhone are located in the supporting beam.
Discharge structure according to an embodiment of the present invention, the diagonal web member of the neighbouring parapet of rack is bottom-up to be gradually distance from female Youngster's wall makes the length of supporting beam not by parapet and support ball node (the namely ball node of the nearly parapet in rack lower end) spacing Limitation, increases the length of supporting beam, increase accordingly the width for the rhone being located in supporting beam also, the width of rhone Greatly, drain discharge is big.The absolute altitude of supporting beam is lower than the first ball node of the nearly parapet of plane that winds up, and increases draining groove depth accordingly Add.The length that steel plate is hung by changing supporting beam can control rhone head fall.Also, support ball node connecting rod Few, diameter is small, and eliminates a large amount of rod pieces, saves rolled steel dosage, reduces costs.
According to an embodiment of the invention, the rack includes: the plane grid component that winds up, the plane grid component that winds up It is connected by upper cord member by the ball node that winds up and is formed;Lower edge plane grid component, the lower edge plane grid component is under Chord member part connects to be formed by lower edge ball node, and the lower edge ball node passes through the diagonal web member and the ball node phase of winding up Even, and described in the first row of the nearly parapet projection of ball node in the horizontal plane of winding up is located at the first of the nearly parapet It arranges between the projection of lower edge ball node in the horizontal plane described in the lower edge ball node (support ball node) and second row.
According to an embodiment of the invention, the width of the plane grid component that winds up is less than the lower edge plane grid component Width.
According to an embodiment of the invention, the support depth of beam is located at the ball that winds up described in the first row of the nearly parapet Between lower edge ball node described in the first row of node and the nearly parapet.
According to an embodiment of the invention, one end far from the parapet of the supporting beam is described by connector and closely The ball node that winds up described in the first row of parapet is connected.
According to an embodiment of the invention, the connector is hanging steel plate or hinge.
Additional aspect and advantage of the invention will be set forth in part in the description, and will partially become from the following description Obviously, or practice through the invention is recognized.
Detailed description of the invention
Above-mentioned and/or additional aspect of the invention and advantage will become from the description of the embodiment in conjunction with the following figures Obviously and it is readily appreciated that, in which:
Fig. 1 shows the structural schematic diagram of existing rack support type discharge structure;
Fig. 2 shows the structural schematic diagram of discharge structure according to an embodiment of the invention;
Fig. 3 shows the partial structural diagram of discharge structure according to an embodiment of the invention;
Fig. 4 shows the structural schematic diagram of the upper and lower string plane grid component of rack according to an embodiment of the invention;
Fig. 5 shows the partial structural diagram of discharge structure according to an embodiment of the invention.
Specific embodiment
The embodiment of the present invention is described below in detail, examples of the embodiments are shown in the accompanying drawings, wherein from beginning to end Same or similar label indicates same or similar element or element with the same or similar functions.Below with reference to attached The embodiment of figure description is exemplary, and for explaining only the invention, and is not considered as limiting the invention.
In the description of the present invention, term " longitudinal direction ", " transverse direction ", "upper", "lower", "front", "rear", "left", "right", " perpendicular Directly ", the orientation or positional relationship of the instructions such as "horizontal", "top", "bottom" is to be based on the orientation or positional relationship shown in the drawings, and is only For ease of description the present invention rather than require the present invention that must be constructed and operated in a specific orientation, therefore should not be understood as pair Limitation of the invention.
It should be noted that term " first ", " second " are used for description purposes only, it is not understood to indicate or imply phase To importance or implicitly indicate the quantity of indicated technical characteristic.Define " first " as a result, the feature of " second " can be with Explicitly or implicitly include one or more of the features.Further, in the description of the present invention, unless otherwise saying Bright, the meaning of " plurality " is two or more.
Existing rack support type discharge structure, structure as shown in Figure 1, when rack using lower-chord panel point support when, usually Way are as follows: wind up first row ball node 3 and 7 vertical non-alignment of support ball node, net size of winding up is identical as lower edge net size, from The first row ball node 3 that winds up stretches out a supporting beam 2 and is connected on parapet 8, and gutter steel plate 1 is by time purlin 6, supporting beam 2 With 8 shared of parapet.
Inventor is improved for existing discharge structure, is omitted in Fig. 1 to upper rotation first row ball node 3, i.e., The side of the nearly parapet of rack be it is inclined, relative to the vertical side in Fig. 1, the extendible length of supporting beam 2 increases, Limitation of the width of rhone by support ball node 7 and 8 spacing of parapet is avoided, while also simplifying the structure of rack, The size of the grid of rack is increased, significantly reduces the dosage of connecting rod, steel using amount is decreased obviously, and cost also reduces.
The position of supporting beam is displaced downwardly to the top lower than rack by the displacement of rhone in order to further increase, inventor. As shown in Figure 1, the height of supporting beam 2 is identical as the height on rack top, 1 depth of gutter is by rest 4, main purlin 5, secondary purlin 6 Total height limitation, when the total height of rest 4, main purlin 5 and secondary purlin 6 is smaller, depth of drainage ditch is not able to satisfy drainage requirement.And When the position of supporting beam is displaced downwardly to the top lower than rack, the position of supporting beam, which can according to need, to be configured, without rest 4, the limitation of main purlin 5 and secondary purlin 6 increases the flow in gutter, meets the limitation of big displacement.
According to an aspect of the present invention, the present invention provides a kind of discharge structures.Draining according to an embodiment of the present invention Structure, the diagonal web member of the neighbouring parapet of rack is bottom-up to be gradually distance from parapet, makes the length of supporting beam not by parapet It is limited with support ball node spacing, increases the length of supporting beam, make also accordingly to increase the width of rhone in supporting beam Add, the width of rhone is big, and drain discharge is big.Also, support ball node connecting rod is few, and diameter is small, and eliminates and largely connect Extension bar is saved rolled steel dosage, is reduced costs.
With reference to Fig. 2-5, according to an embodiment of the invention, the discharge structure is explained, which includes:
Parapet 100: according to an embodiment of the invention, the parapet 100 can be located on foundation 110.Also, the daughter Wall can be oppositely arranged on the both ends of rack 200.
Rack 200: as shown in Figures 2 and 3, according to an embodiment of the invention, rack 200 is by upper cord member 210, lower edge rod piece 230 and diagonal web member 220 be interconnected to form, the bottom end of the rack 200 can be connected with foundation 110 and the neighbouring female of rack 200 The diagonal web member 220 of youngster's wall 100 is bottom-up to be gradually distance from parapet 100, that is to say, that and the side of rack 200 is inclined, and It is tilted from bottom to top to the direction far from parapet 100.To which the extendible length of supporting beam 300 increases, and avoids draining The width of slot 400 is limited by the first row lower edge ball node 241 of nearly parapet with 100 spacing of parapet, while also being simplified The structure of rack 200, the size of the grid of increase rack 200 significantly reduce the dosage of connecting rod, under steel using amount is obvious Drop, cost also reduce.
With reference to Fig. 3 and 4, according to an embodiment of the invention, the rack 200 includes: wind up plane grid component 250 and lower edge Plane grid component 240, wherein as shown in Figure 4 b, the plane grid component 250 that winds up is by upper cord member 210 by the ball-joint that winds up Point 251 is connected to be formed;As shown in fig. 4 a, lower edge plane grid component 240 passes through lower edge ball node 241 by lower edge rod piece 230 Connection is formed.As shown in Figures 3 and 5, which is connected by diagonal web member 220 with the ball node 251 that winds up, and nearly female The first row of youngster's wall 100 wind up ball node 251 in the horizontal plane projection be located at nearly parapet 100 first row lower edge ball node Between the projection of 241 (support ball nodes) and second row lower edge ball node 241 in the horizontal plane.
Wherein, it should be noted that the projection that the projection is horizontally oriented.The length of the extension of supporting beam 300 is suitable as a result, Preferably, in the length range, it is able to satisfy the displacement demand of common rhone, and the area for the plane grid component that avoids winding up The unstable problem of grid structure caused by too small, while the structure of rack is also simplified, the size of the grid of rack increases, and makes The dosage of connecting rod significantly reduces, and steel using amount is decreased obviously, and cost also reduces.
It is further preferred that the first row of nearly parapet 100 winds up, the projection of ball node 251 in the horizontal plane is located at nearly female The midpoint of the projection of the first row lower edge ball node 241 and second row lower edge ball node 241 of youngster's wall 100 in the horizontal plane.
As shown in figure 4, according to an embodiment of the invention, the width for the plane grid component 250 that winds up is less than lower edge plane net The width of lattice component 240.Supporting beam can extend into the top of lower edge plane grid component and the plane net that do not winded up as a result, The obstruction of lattice component keeps the length of supporting beam longer.
Preferred embodiment in accordance with the present invention, the longitudinal section of rack 200 is in isosceles ladder, and it is up-small and down-big ladder that this is trapezoidal Shape.That is, the width for the plane grid component 250 that not only winds up is less than the width of lower edge plane grid component 240, moreover, Grid assembly 250 is located at the centre of 240 top of lower edge plane grid component, the side length of the two sides of 200 longitudinal section of rack It is equal.The similar length of the supporting beam at rack both ends as a result, so that the supporting beam at both ends is made to may have reasonable length, To guarantee that the discharge capacity for draining ditch water discharge is suitable for meeting dewatering needs.
Supporting beam 300: according to an embodiment of the invention, one end of the supporting beam 300 is connected with parapet 100, the other end It is connected with the top of the nearly parapet 100 of rack 200.That is, the adjacent plane grid component that winds up of supporting beam 300 Endpoint is connected.As previously mentioned, the diagonal web member 220 of the neighbouring parapet 100 of rack 200 is bottom-up to be gradually distance from parapet 100, The side of rack 200 is inclined, and is tilted from bottom to top to the direction far from parapet 100.To, supporting beam 300 can The length of extension increases, and avoids limitation of the width of rhone 400 by support ball node and 100 spacing of parapet, makes to arrange The displacement of sink 400 can be obviously increased according to the needs of displacement, meet the needs of high draining.
Existing support depth of beam is mostly equal with the height on rack top, or on a horizontal line.In order to Increase the height of rhone, inventor winds up the first row that nearly parapet 100 is arranged in the height of supporting beam 300 ball node 251 lower section.To which making rhone 400, not only width increases, and also increased in height, convenient for control rhone 400 Head fall obviously increases the displacement of rhone 400 further.Preferred embodiment in accordance with the present invention, the supporting beam The first row that 300 height is located at nearly parapet 100 winds up the first row lower edge ball node of ball node 251 and nearly parapet 100 Between 241.The head fall of rhone is suitable for as a result, and the position of supporting beam does not influence the lower edge plane grid group of rack The setting of part.
Further, as shown in figure 5, according to an embodiment of the invention, one end of the separate parapet 100 of supporting beam 300 It is connected by connector 310 and the first row of nearly parapet 100 ball node 251 that winds up.Wherein, the first row of nearly parapet 100 First row of the ball node 251 namely close to parapet side that wind up winds up ball node 251.It winds up since supporting beam 300 is located at The lower section of plane grid component, if supporting beam 300 directly with 251 phase of the first ball node for closing on parapet 100 of rack 200 Even it will cause the inclination of supporting beam 300, keep the fixation of rhone 400 unstable, and passes through connector 310 for supporting beam 300 Free end is connected with the first ball node 251, has not only realized the fixation of supporting beam 300, but also guarantees that supporting beam 300 is in horizontal position It sets, convenient for the placement of rhone 400.
Specifically, according to an embodiment of the invention, connector 310 can be hanging steel plate or hinge.
Rhone 400: according to an embodiment of the invention, the rhone 400 is located in supporting beam 300.It is right by supporting beam 300 Rhone 400 forms support, and rhone 400 is made to be fixed on target location.
As shown in figure 5, according to an embodiment of the invention, the device further comprises: purlin 500, the purlin 500 setting exist On rack 200, and one end of purlin 500 is connected with the side wall of rhone 400.Rhone is reinforced using purlin as a result, Keep rhone fixedly more firm.
According to a particular embodiment of the invention, which includes: main purlin 510 and time purlin 520, wherein main purlin 510 In on the plane grid component 230 that winds up, secondary purlin 520 is located on main purlin 510, and secondary purlin 520 is connected with rhone 400.
According to a particular embodiment of the invention, which further comprises rest 700, which is located at the first ball-joint On point 251, it is used to support main purlin 510.
As shown in Figures 3 and 5, according to an embodiment of the invention, further comprising: roof boarding 600, the roof boarding 600 are located at On purlin 500, and height is higher than rhone 400.Roof boarding rain-proof is utilized as a result, and collects rainwater, makes rainwater in gravity Lower inflow rhone and organized discharge.
According to another aspect of the present invention, the present invention provides another discharge structures.It is according to an embodiment of the present invention Discharge structure, the diagonal web member of the neighbouring parapet of rack is bottom-up to be gradually distance from parapet, makes the length of supporting beam not by female Youngster's wall and support ball node (the namely ball node of the nearly parapet in rack lower end) spacing limits, and increases the length of supporting beam, It increase accordingly the width for the rhone being located in supporting beam also, the width of rhone is big, and drain discharge is big.The absolute altitude of supporting beam First ball node of parapet close lower than plane of winding up increase accordingly draining groove depth.Steel plate is hung by changing supporting beam Length can control rhone head fall.Also, support ball node connecting rod is few, and diameter is small, and eliminates big gauge rod Part is saved rolled steel dosage, is reduced costs.
With reference to Fig. 2-5, according to an embodiment of the invention, the discharge structure is explained, which includes:
Parapet 100: according to an embodiment of the invention, the parapet 100 can be located on foundation 110.Also, the daughter Wall can be oppositely arranged on the both ends of rack 200.
Rack 200: as shown in Figures 2 and 3, according to an embodiment of the invention, rack 200 is by upper cord member 210, lower edge rod piece 230 and diagonal web member 220 be interconnected to form, the bottom end of the rack 200 can be connected with foundation 110 and the neighbouring female of rack 200 The diagonal web member 220 of youngster's wall 100 is bottom-up to be gradually distance from parapet 100, that is to say, that and the side of rack 200 is inclined, and It is tilted from bottom to top to the direction far from parapet 100.To which the extendible length of supporting beam 300 increases, and avoids draining The width of slot 400 is limited by the first row lower edge ball node 241 of nearly parapet with 100 spacing of parapet, while also being simplified The structure of rack 200, the size of the grid of increase rack 200 significantly reduce the dosage of connecting rod, under steel using amount is obvious Drop, cost also reduce.
With reference to Fig. 3 and 4, according to an embodiment of the invention, the rack 200 includes: wind up plane grid component 250 and lower edge Plane grid component 240, wherein as shown in Figure 4 b, the plane grid component 250 that winds up is by upper cord member 210 by the ball-joint that winds up Point 251 is connected to be formed;As shown in fig. 4 a, lower edge plane grid component 240 passes through lower edge ball node 241 by lower edge rod piece 230 Connection is formed.As shown in Figures 3 and 5, which is connected by diagonal web member 220 with the ball node 251 that winds up, and nearly female The first row of youngster's wall 100 wind up ball node 251 in the horizontal plane projection be located at nearly parapet 100 first row lower edge ball node Between the projection of 241 (support ball nodes) and second row lower edge ball node 241 in the horizontal plane.
Wherein, it should be noted that the projection that the projection is horizontally oriented.The length of the extension of supporting beam 300 is suitable as a result, Preferably, in the length range, it is able to satisfy the displacement demand of common rhone, and the area for the plane grid component that avoids winding up The unstable problem of grid structure caused by too small, while the structure of rack is also simplified, the size of the grid of rack increases, and makes The dosage of connecting rod significantly reduces, and steel using amount is decreased obviously, and cost also reduces.
It is further preferred that the first row of nearly parapet 100 winds up, the projection of ball node 251 in the horizontal plane is located at nearly female The midpoint of the projection of the first row lower edge ball node 241 and second row lower edge ball node 241 of youngster's wall 100 in the horizontal plane.
As shown in figure 4, according to an embodiment of the invention, the width for the plane grid component 250 that winds up is less than lower edge plane net The width of lattice component 240.Supporting beam can extend into the top of lower edge plane grid component and the plane net that do not winded up as a result, The obstruction of lattice component keeps the length of supporting beam longer.
Preferred embodiment in accordance with the present invention, the longitudinal section of rack 200 is in isosceles ladder, and it is up-small and down-big ladder that this is trapezoidal Shape.That is, the width for the plane grid component 250 that not only winds up is less than the width of lower edge plane grid component 240, moreover, Grid assembly 250 is located at the centre of 240 top of lower edge plane grid component, the side length of the two sides of 200 longitudinal section of rack It is equal.The similar length of the supporting beam at rack both ends as a result, so that the supporting beam at both ends is made to may have reasonable length, To guarantee that the discharge capacity for draining ditch water discharge is suitable for meeting dewatering needs.
Supporting beam 300: according to an embodiment of the invention, one end of the supporting beam 300 is connected with parapet 100, the other end It is connected with the top of the nearly parapet 100 of rack 200, and the height of the supporting beam 300 is located at the top of the nearly parapet 100 of rack 200 The lower section at end.That is, the endpoint of the adjacent plane grid component that winds up of supporting beam 300 is connected, and supporting beam 300 In the first of the nearly parapet of the plane grid component lower section for winding up ball node of winding up.As previously mentioned, the neighbouring parapet of rack 200 100 diagonal web member 220 is bottom-up to be gradually distance from parapet 100, and the side of rack 200 is inclined, and from bottom to top to remote Direction inclination from parapet 100.To which the extendible length of supporting beam 300 increases, and avoids the width of rhone 400 Limited by support ball node and 100 spacing of parapet, allow the displacement of rhone 400 according to the needs of displacement and It obviously increases, meets the needs of high draining.Meanwhile the height of supporting beam 300 is arranged in the first row of nearly parapet 100 and winds up ball The lower section of node 251.To which making rhone 400, not only width increases, and also increased in height, convenient for control rhone 400 head fall obviously increases the displacement of rhone 400 further.
Preferred embodiment in accordance with the present invention, the first row that the height of the supporting beam 300 is located at nearly parapet 100 wind up ball Between node 251 and the first row lower edge ball node 241 of nearly parapet 100.The head fall of rhone is suitable as a result, and The position of supporting beam does not influence the setting of the lower edge plane grid component of rack.
Further, as shown in figure 5, according to an embodiment of the invention, one end of the separate parapet 100 of supporting beam 300 It is connected by connector 310 and the first row of nearly parapet 100 ball node 251 that winds up.Wherein, the first row of nearly parapet 100 First row of the ball node 251 namely close to parapet side that wind up winds up ball node 251.It winds up since supporting beam 300 is located at The lower section of plane grid component, if supporting beam 300 directly with 251 phase of the first ball node for closing on parapet 100 of rack 200 Even it will cause the inclination of supporting beam 300, keep the fixation of rhone 400 unstable, and passes through connector 310 for supporting beam 300 Free end is connected with the first ball node 251, has not only realized the fixation of supporting beam 300, but also guarantees that supporting beam 300 is in horizontal position It sets, convenient for the placement of rhone 400.
Specifically, according to an embodiment of the invention, connector 310 can be hanging steel plate or hinge.
Rhone 400: according to an embodiment of the invention, the rhone 400 is located in supporting beam 300.It is right by supporting beam 300 Rhone 400 forms support, and rhone 400 is made to be fixed on target location.
As shown in figure 5, according to an embodiment of the invention, the device further comprises: purlin 500, the purlin 500 setting exist On rack 200, and one end of purlin 500 is connected with the side wall of rhone 400.Rhone is reinforced using purlin as a result, Keep rhone fixedly more firm.
According to a particular embodiment of the invention, which includes: main purlin 510 and time purlin 520, wherein main purlin 510 In on the plane grid component 230 that winds up, secondary purlin 520 is located on main purlin 510, and secondary purlin 520 is connected with rhone 400.
According to a particular embodiment of the invention, which further comprises rest 700, which is located at the first ball-joint On point 251, it is used to support main purlin 510.
As shown in Figures 3 and 5, according to an embodiment of the invention, further comprising: roof boarding 600, the roof boarding 600 are located at On purlin 500, and height is higher than rhone 400.Roof boarding rain-proof is utilized as a result, and collects rainwater, makes rainwater in gravity Lower inflow rhone and organized discharge.Below with reference to specific embodiment, the present invention will be described, it should be noted that These embodiments are merely illustrative, and are not considered as limiting the invention.
The solution of the present invention is explained below in conjunction with embodiment.It will be understood to those of skill in the art that following Embodiment is merely to illustrate the present invention, and should not be taken as limiting the scope of the invention.Particular technique or item are not specified in embodiment Part, it described technology or conditions or is carried out according to the literature in the art according to product description.Agents useful for same or instrument Production firm person is not specified in device, and being can be with conventional products that are commercially available.
Embodiment 1
A kind of discharge structure, structure is as shown in Figure 2-5, rack wind up plane grid component size be less than lower edge plane net The size of lattice component, rack wind up ball node number be less than rack lower edge ball node number, rack cross section present it is small under Big is trapezoidal.A gutter supporting beam is connected between the first row ball node and parapet of the nearly parapet of plane of winding up.Branch Support beam one end by hanging Interal fixation on the first row ball node for winding up the nearly parapet of plane grid component, the other end by Steel plate is fixed on parapet by expansion bolt, supports depth of beam between upper and lower string plane grid component.Gutter In supporting beam, gutter is made of galvanized steel plain sheet, and the steel plate in gutter is carried out by time purlin, supporting beam and parapet Support.Wherein, the width in gutter is 700 centimetres, is highly 800 centimetres;And the length of supporting beam is 1600 centimetres, by 16# Channel steel preparation;It hangs steel plate and is the steel plate of 300 × 80 × 6mm, and be fixed on the first ball node by M16 bolt, thus Guarantee fixed stability.
It is gradually distance from parapet since the diagonal web member of the neighbouring parapet of rack is bottom-up, that is, rack cross section is in Up-small and down-big is trapezoidal, limits the length of supporting beam by parapet and support ball node spacing, increases the length of supporting beam Degree makes also to increase accordingly the width of rhone in supporting beam, and the width of rhone is big, and drain discharge is big.Also, support Ball node connecting rod is few, and diameter is small, and eliminates a large amount of connecting rods, saves rolled steel dosage, reduces costs.
In the description of this specification, reference term " one embodiment ", " some embodiments ", " example ", " specifically show The description of example " or " some examples " etc. means specific features, structure, material or spy described in conjunction with this embodiment or example Point is included at least one embodiment or example of the invention.In the present specification, schematic expression of the above terms are not Centainly refer to identical embodiment or example.Moreover, particular features, structures, materials, or characteristics described can be any One or more embodiment or examples in can be combined in any suitable manner.
Although an embodiment of the present invention has been shown and described, it will be understood by those skilled in the art that: not A variety of change, modification, replacement and modification can be carried out to these embodiments in the case where being detached from the principle of the present invention and objective, this The range of invention is defined by the claims and their equivalents.

Claims (10)

1. a kind of discharge structure characterized by comprising
Parapet;
Rack, the rack are interconnected to form by upper cord member, lower edge rod piece and diagonal web member, and the rack is neighbouring described The diagonal web member of parapet is bottom-up to be gradually distance from the parapet;
Supporting beam, one end of the supporting beam are connected with the parapet, the top phase of the other end nearly parapet with the rack Even;And
Rhone, the rhone are located in the supporting beam.
2. discharge structure according to claim 1, which is characterized in that the rack includes:
Wind up plane grid component, and the plane grid component that winds up is connected shape by the upper cord member by the ball node that winds up At;
Lower edge plane grid component, the lower edge plane grid component connect shape by lower edge ball node by the lower edge rod piece At, and the lower edge ball node is connected by the diagonal web member with the ball node that winds up, and the first row of the nearly parapet The projection of ball node in the horizontal plane of winding up is located at lower edge ball node and second row described in the first row of the nearly parapet Between the projection of the lower edge ball node in the horizontal plane.
3. discharge structure according to claim 2, which is characterized in that the width of the plane grid component that winds up is less than institute State the width of lower edge plane grid component.
4. discharge structure according to claim 2, which is characterized in that wind up ball-joint described in the first row of the nearly parapet The projection of point in the horizontal plane is located at lower edge ball-joint described in lower edge ball node described in the first row of the nearly parapet and second row The midpoint of the projection of point in the horizontal plane.
5. a kind of discharge structure characterized by comprising
Parapet;
Rack, the rack are interconnected to form by upper cord member, lower edge rod piece and diagonal web member, and the rack is neighbouring described The diagonal web member of parapet is bottom-up to be gradually distance from the parapet;
Supporting beam, one end of the supporting beam are connected with the parapet, the top phase of the other end nearly parapet with the rack Connect, and the support depth of beam is located at the lower section on the top of the closely described parapet of the rack;And
Rhone, the rhone are located in the supporting beam.
6. discharge structure according to claim 5, which is characterized in that the rack includes:
Wind up plane grid component, and the plane grid component that winds up is connected shape by the upper cord member by the ball node that winds up At;
Lower edge plane grid component, the lower edge plane grid component connect shape by lower edge ball node by the lower edge rod piece At, and the lower edge ball node is connected by the diagonal web member with the ball node that winds up, and the first row of the nearly parapet The projection of ball node in the horizontal plane of winding up is located at lower edge ball node and second row described in the first row of the nearly parapet Between the projection of the lower edge ball node in the horizontal plane.
7. discharge structure according to claim 6, which is characterized in that the width of the plane grid component that winds up is less than institute State the width of lower edge plane grid component.
8. discharge structure according to claim 6, which is characterized in that the support depth of beam is located at the nearly parapet First row described in wind up between lower edge ball node described in the first row of ball node and the nearly parapet.
9. discharge structure according to claim 8, which is characterized in that one end far from the parapet of the supporting beam It is connected by connector with the ball node that winds up described in the first row of the nearly parapet.
10. discharge structure according to claim 9, which is characterized in that the connector is hanging steel plate or hinge.
CN201810886666.XA 2018-08-06 2018-08-06 Discharge structure Pending CN108999349A (en)

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KR101755181B1 (en) * 2017-01-24 2017-07-06 주식회사 로드맥스 엔지니어링 Linear drain device of bridge having side drain perforated drainpipe
CN208815794U (en) * 2018-08-06 2019-05-03 中国恩菲工程技术有限公司 Discharge structure

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Publication number Priority date Publication date Assignee Title
CN2386104Y (en) * 1999-06-09 2000-07-05 深圳市中航沈飞金属结构有限公司 Integral stainless steel rack
JP2005016247A (en) * 2003-06-27 2005-01-20 Sekisui House Ltd Parapet and flat roof structure
KR20070122190A (en) * 2007-12-10 2007-12-28 박인구 Assembled drainage ditch and construction method of using thereof
JP2010043410A (en) * 2008-08-08 2010-02-25 Asahi Kasei Homes Co Overflow device and drainage structure of exterior floor of building
JP2010043455A (en) * 2008-08-12 2010-02-25 Asahi Kasei Homes Co Drainage structure of deck roof or veranda, and cover member
CN102235031A (en) * 2010-04-26 2011-11-09 湖南大学 Super-large span variable section double-layer and three-layer prestressed rib beam type net rack and making method
CN202248522U (en) * 2011-10-26 2012-05-30 苏州二建建筑集团有限公司 Steel truss roof structure
KR101669441B1 (en) * 2015-12-30 2016-10-27 주식회사 하이드로코리아 Hinge joint of steel pipe truss structure, steel pipe truss structure therewith and the steel pipe truss structure construction method therefor
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Publication number Priority date Publication date Assignee Title
CN112726979A (en) * 2020-12-25 2021-04-30 武汉神华军建筑工程有限公司 Net frame type ramp module

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