CN209925836U - Large-flow bridge-crossing four-way pipe fitting - Google Patents

Large-flow bridge-crossing four-way pipe fitting Download PDF

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Publication number
CN209925836U
CN209925836U CN201920140290.8U CN201920140290U CN209925836U CN 209925836 U CN209925836 U CN 209925836U CN 201920140290 U CN201920140290 U CN 201920140290U CN 209925836 U CN209925836 U CN 209925836U
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China
Prior art keywords
section
bridge
interface section
pipeline
crossing
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CN201920140290.8U
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陆亦飞
刘学敏
谢文杰
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Zhejiang Zhongcai Pipes Science and Technology Co Ltd
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Zhejiang Zhongcai Pipes Science and Technology Co Ltd
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Abstract

The utility model discloses a large-flow bridge-crossing four-way pipe fitting, which comprises a first pipeline and a second pipeline which are mutually crossed but not communicated, wherein the first pipeline comprises a first bridge-crossing section, a first left interface section and a first right interface section which are positioned at two ends of the first bridge-crossing section, the second pipeline comprises a second bridge-crossing section, a second left interface section and a second right interface section which are positioned at two ends of the second bridge-crossing section, the first bridge-crossing section is partially sunk into the second bridge-crossing section, one side pipe wall of the second bridge-crossing section, which is far away from the first bridge-crossing section, is outwards protruded, the four-way pipe fitting with two crossed and non-interfering pipelines is arranged by adopting an integral design, the liquid flow cross section of the first bridge-crossing section and the second bridge-crossing section is increased, the total height of the crossed part of the pipelines is reduced by 6-10 mm when the pipelines are laid, the construction cost is saved, and the floor height using space is increased.

Description

Large-flow bridge-crossing four-way pipe fitting
[ technical field ] A method for producing a semiconductor device
The utility model relates to a technical field of building feed pipe, especially a technical field of large-traffic cross bridge tee bend pipe fitting.
[ background of the invention ]
In traditional decoration, indoor feed pipe gets into from outdoor water gauge, for pleasing to the eye, all adopts the concealed installation, and different regions, hydraulic installation custom are different, and when the decoration of part region, bury the pipeline in the underground secretly, because the pipeline is very complicated, need alternately lay partly pipeline in the installation unavoidably. In traditional construction, a crescent special bridge span bend is adopted to span another pipe, or four-way pipe fittings which are not communicated with each other are adopted. There are two problems in the curved existence of traditional crescent moon type gap bridge: firstly, the inner channels of the product are not on the same straight line, namely the projection of the section of the middle channel part exceeds the area range of the interfaces at two ends, so that the core-pulling mechanism of the die is complex and the manufacturing cost is high; and secondly, the traditional crescent gap bridge is bent, and due to the adoption of a split structure, the gap bridge is required to be bent and cross the pipeline in a crossing manner, the total height of the overlapped part occupies space, the ground filling layer is required to be increased by 6-10 mm in thickness, the construction cost is increased, and the height space of a building layer is also influenced. For the four-way pipe fitting, the space in the pipeline crossing position is generally equally divided and separated by the internal partition wall, so that the liquid flow cross section of the two pipelines at the crossing position is only half of that of the normal pipeline, the flow is reduced, the pressure is increased, and the liquid conveying is influenced.
[ Utility model ] content
The utility model aims at solving the problem in the prior art, providing a large-traffic bridge four-way pipe fitting, can reduce the total height of product cross position department when satisfying the liquid transportation demand.
In order to achieve the above object, the utility model provides a large-traffic bridge crossing four-way pipe fitting, including the first pipeline and the second pipeline that intercrossing nevertheless does not communicate each other, first pipeline includes first bridge segment and is located first left interface section and the first right interface section at first bridge segment both ends, the second pipeline includes the second bridge segment and is located the second left interface section and the second right interface section at second bridge segment both ends, first bridge segment part sinks just within the second bridge segment is crossed to the second one side pipe wall that first bridge segment was kept away from to the second bridge segment is outside protruding.
Preferably, the axes of the first and second conduits are offset in height space.
Preferably, the first left interface section and the first right interface section are equal in diameter, and the second left interface section and the second right interface section are equal in diameter.
Preferably, the outer surfaces of the first left interface section and the first right interface section are respectively provided with a plurality of first left bulges and first right bulges which are parallel to the length direction, and the outer surfaces of the second left interface section and the second right interface section are respectively provided with a plurality of second left bulges and second right bulges which are parallel to the length direction.
The utility model has the advantages that: the utility model discloses an integral type design has set up the four-way pipe fitting that has two intersection and mutual noninterference pipeline, through making the second pipeline outwards protrusion, has both increased the liquid circulation cross-section of first gap bridge section and second gap bridge section and can reduce pipeline cross section's total height again to when pipeline is laid along ground, make the filling layer thickness reduce 6 ~ 10mm, practice thrift construction cost, increase floor height usage space.
The features and advantages of the present invention will be described in detail by embodiments with reference to the accompanying drawings.
[ description of the drawings ]
Fig. 1 is a front view of a large-flow bridge-crossing four-way pipe fitting of the present invention;
fig. 2 is a left side view of the large flow bridge four-way pipe fitting of the present invention;
fig. 3 is a cross-sectional view of the large-flow bridge four-way pipe fitting of the present invention from the a-a direction.
In the figure: 1-first pipeline, 11-first left interface section, 111-first left bulge, 12-first right interface section, 121-first right bulge, 13-first bridge section, 2-second pipeline, 21-second left interface section, 211-second left bulge, 22-second right interface section, 221-second right bulge and 23-second bridge section.
[ detailed description ] embodiments
Referring to fig. 1, fig. 2 and fig. 3, the utility model relates to a large-traffic bridge four-way pipe fitting, including intercrossing but the first pipeline 1 and the second pipeline 2 that do not communicate each other, first pipeline 1 includes first bridge section 13 and is located first left interface section 11 and first right interface section 12 at first bridge section 13 both ends, second pipeline 2 includes second bridge section 23 and is located second left interface section 21 and second right interface section 22 at second bridge section 23 both ends, first bridge section 13 part sinks in second bridge section 23 and second bridge section 23 one side pipe wall that first bridge section 13 was kept away from to second bridge section 23 outwards bulges, the axis of first pipeline 1 and second pipeline 2 staggers at the high space, first left interface section 11 and first right interface section 12 diameter equal, second left interface section 21 and second right interface section 22 diameter equal, first left interface section 11 and first right interface section 12 are equipped with a plurality of parallel length direction respectively and first right interface section surface 12 are equipped with length direction The outer surfaces of the second left interface section 21 and the second right interface section 22 are respectively provided with a plurality of second left protrusions 211 and second right protrusions 221 which are parallel to the length direction.
The utility model discloses the working process:
the utility model relates to a large-traffic bridge four-way pipe fitting that passes through is in the course of the work, and liquid flows through first pipeline 1 and the second pipeline 2 that each other does not communicate respectively, and first pipeline 1 and 2 intercrossing of second pipeline form certain angle, but first pipeline 1 and second pipeline 2 mutually perpendicular perhaps are similar perpendicular.
The first left interface section 11, the first right interface section 12 and the first bridge section 13 are located on the same straight line, the diameters of the first left interface section 11 and the first right interface section 12 are equal, and the nominal diameter is dn20 or dn 25. The second left interface section 21, the second right interface section 22 and the second bridge section 23 are located on the same straight line, the diameters of the second left interface section 21 and the second right interface section 22 are equal, the nominal diameter is dn20 or dn25, and the second bridge section 23 protrudes outwards away from one side pipe wall of the first bridge section 13. Through making second gap bridge section 23 outwards protrusion, thereby make first gap bridge section 13 can sink into in second gap bridge section 23 more deeply, increase the circulation cross-section of first gap bridge section 13 and second gap bridge section 23, when satisfying the liquid transport demand, reduce the protrusion height of two pipelines in the handing-over side, single side protrusion converts two side protrusions into, make the liquid that flows fuse in a plane in shorter distance, reduce the influence to the in-service use, the tubular product of having solved split type structure need cross the pipeline with passing the bridge when crossing, overlap position overall height occupation space, ground filling layer need increase 6 ~ 10mm thickness, both increase construction cost and also influence the problem of house layer high space and the problem that ordinary four-way pipeline circulation cross-section reduces.
The first left bulge 111 and the first right bulge 121 which are parallel to the length direction and are respectively arranged on the outer surfaces of the first left interface section 11 and the first right interface section 12, and the second left bulge 211 and the second right bulge 221 which are parallel to the length direction and are respectively arranged on the outer surfaces of the second left interface section 21 and the second right interface section 22 can play a role in aligning the direction and assisting welding during welding.
The above-mentioned embodiment is right the utility model discloses an explanation, it is not right the utility model discloses a limited, any right the scheme after the simple transform of the utility model all belongs to the protection scope of the utility model.

Claims (4)

1. The utility model provides a large-traffic bridge four-way pipe fitting which characterized in that: including intercrossing but first pipeline (1) and second pipeline (2) that do not communicate each other, first pipeline (1) includes first gap bridge section (13) and is located first left interface section (11) and first right interface section (12) at first gap bridge section (13) both ends, second pipeline (2) includes second gap bridge section (23) and is located second left interface section (21) and second right interface section (22) at second gap bridge section (23) both ends, first gap bridge section (13) part sinks in second gap bridge section (23) and second gap bridge section (23) keep away from one side pipe wall of first gap bridge section (13) and outwards bulge.
2. A high flow bridge cross four-way pipe fitting according to claim 1, characterized in that: the axes of the first pipeline (1) and the second pipeline (2) are staggered in height space.
3. A high flow bridge cross four-way pipe fitting according to claim 1, characterized in that: the first left interface section (11) and the first right interface section (12) are of equal diameter, and the second left interface section (21) and the second right interface section (22) are of equal diameter.
4. A high flow bridge four-way pipe according to any one of claims 1 to 3, characterized in that: the outer surfaces of the first left interface section (11) and the first right interface section (12) are respectively provided with a plurality of first left bulges (111) and first right bulges (121) which are parallel to the length direction, and the outer surfaces of the second left interface section (21) and the second right interface section (22) are respectively provided with a plurality of second left bulges (211) and second right bulges (221) which are parallel to the length direction.
CN201920140290.8U 2019-01-28 2019-01-28 Large-flow bridge-crossing four-way pipe fitting Active CN209925836U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201920140290.8U CN209925836U (en) 2019-01-28 2019-01-28 Large-flow bridge-crossing four-way pipe fitting

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201920140290.8U CN209925836U (en) 2019-01-28 2019-01-28 Large-flow bridge-crossing four-way pipe fitting

Publications (1)

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CN209925836U true CN209925836U (en) 2020-01-10

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113089704A (en) * 2021-04-09 2021-07-09 山东省鲁南地质工程勘察院(山东省地勘局第二地质大队) Water guide structure for foundation pit dewatering of sand bed foundation

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113089704A (en) * 2021-04-09 2021-07-09 山东省鲁南地质工程勘察院(山东省地勘局第二地质大队) Water guide structure for foundation pit dewatering of sand bed foundation

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