CN206581300U - The corner part connection structure of steel construction pipe gallery - Google Patents

The corner part connection structure of steel construction pipe gallery Download PDF

Info

Publication number
CN206581300U
CN206581300U CN201720218667.8U CN201720218667U CN206581300U CN 206581300 U CN206581300 U CN 206581300U CN 201720218667 U CN201720218667 U CN 201720218667U CN 206581300 U CN206581300 U CN 206581300U
Authority
CN
China
Prior art keywords
corrugated steel
groove profile
steel
connection structure
pipe gallery
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.)
Withdrawn - After Issue
Application number
CN201720218667.8U
Other languages
Chinese (zh)
Inventor
战福军
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Nanjing Lianzhong Construction Engineering Technology Co Ltd
Original Assignee
Nanjing Lianzhong Construction Engineering Technology Co Ltd
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 Nanjing Lianzhong Construction Engineering Technology Co Ltd filed Critical Nanjing Lianzhong Construction Engineering Technology Co Ltd
Priority to CN201720218667.8U priority Critical patent/CN206581300U/en
Application granted granted Critical
Publication of CN206581300U publication Critical patent/CN206581300U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

The utility model discloses a kind of corner part connection structure of steel construction pipe gallery, tube coupling is formed by the corrugated steel for being located at upper and lower and two sides respectively is circumferentially assembled;Wherein, when the corrugated steel circumferentially splices, the contact end of adjacent corrugations steel plate, which is provided with, can coat a pair of groove profile flanges of respective corrugated steel inside and outside wall, the contact surface of this pair of groove profile flange is mutually permanently connected, gap is mutually separated between its outer flanging and corrugated steel outer wall, gap is mutually separated between its interior flanging and corrugated steel inwall, interior boss and/or outer boss are set respectively in the gap, and it is integral with corrugated steel and groove profile flange welding.The corner part connection structure of the pipe gallery is solved in splicing, and splicing flange is that groove profile flange sharp corner of being fitted with corrugated steel can not be welded and the problem such as bolt is difficult to arrange.

Description

The corner part connection structure of steel construction pipe gallery
Technical field
The utility model discloses a kind of corner part connection structure of piping lane, more particularly to a kind of angle of steel construction pipe gallery Portion connecting structure.
Background technology
The applicant has applied for the patent of many steel construction piping lanes, wherein having the arch piping lane of similar rectangle, the arch Piping lane has four panels, forms four corners, and the circumferential adpting flange in its four corners, if using flat flange, is put down The cross sectional moment of inertia of straight shape flange is too small, and piping lane banket after corrugated sheet steel and flat flange welding tip by pulling force, easy-to-draw It is de-.If with L-type or flute profile shaped steel as longitudinal flange, in actual processing, flange flanging is fitted sharp corner with corrugated steel Can not weld, weldquality it cannot be guaranteed that, overall structure sealing effectiveness is difficult to ensure that.Importantly, corrugated steel and circumference The welding bead of adpting flange, Impact direction during work is consistent with the thickness direction of corrugated steel, has run counter to welding bead stress routine, weldering Road stress is not good, easy drawing crack, causes the bonding strength of corrugated sheet steel and circumferential adpting flange smaller.In addition, circumferential connection If flanging of the flange outside corridor body is wide, the laying and installation of longitudinal flange bolt between adjacent two corrugated steel can be influenceed.
It would therefore be highly desirable to solve above-mentioned technical barrier.
Utility model content
Patent purpose:The purpose of this utility model is to provide one kind causes weld seam to occur in the case where static load and dynamic load are frequently acted on The situation in crack, ensures the corner part connection structure for the steel construction pipe gallery that the intensity of overall box-structure is immune.
Technical scheme:The corner part connection structure of a kind of steel construction pipe gallery described in the utility model, by being located at respectively The corrugated steel of upper and lower and two sides is circumferentially assembled to form tube coupling;Wherein, when the corrugated steel circumferentially splices, adjacent wave The contact end of line steel plate, which is provided with, can coat a pair of groove profile flanges of respective corrugated steel inside and outside wall, the contact of this pair of groove profile flange Face is mutually permanently connected, and gap is mutually separated between its outer flanging and corrugated steel outer wall, its interior flanging and corrugated steel inwall it Between be mutually separated with gap, set respectively in the gap in boss and/or outer boss, and with corrugated steel and groove profile flange It is integrally welded.The corner part connection structure of the pipe gallery is solved in splicing, and splicing flange is groove profile flange and ripple The problem such as steel plate laminating sharp corner can not be welded and bolt is difficult to arrange;The inside and outside boss set up further enhancing Bonding strength between corrugated steel and groove profile flange, consolidates the weld strength of splicing sharp corner, while adding groove profile flange Inside and outside flanging intensity so that when the impetus by the use of interior flanging as piping lane support, the bearing capacity of support is obtained preferably Lifting.
Wherein, flanging is in horizontality in the groove profile flange positioned on the corrugated steel of above and below.
Furthermore, flanging is in vertical state in the groove profile flange positioned on the corrugated steel of two sides.
Further, the connecting hole for arranging support is offered on the interior flanging of the groove profile flange.Corner connection knot Flanging is realized the installation of piping lane inner support by connecting hole and made in groove profile flange in horizontality or vertical state in structure With.
It is preferred that, the interior boss or outer boss are one piece of boss, or are spaced and parallel setting or non-parallel The polylith boss of setting.The angle hitch can need difference according to actual intensity, freely set inside and outside boss Number and arrangement mode.
Furthermore, the cross sectional shape of the outer boss is flat or U-shaped shape.
Wherein, one end of the outer boss of the U-shaped cross sectional shape, which stretches out, is bent to form hook-shaped end, the hook-shaped end bag Overlay on the outer wall of the corner bending part of groove profile flange.The outer boss set up in the corner part connection structure can further enhance groove profile The vertical and horizontal rigidity of flange, while enhance the bonding strength of corrugated steel and groove profile flange, and outer boss is hook-shaped The corner bending part of end and flute profile flange, which is fitted and connected, can further enhance the corner strength of flute profile flange, prevent stress concentration.
It is preferred that, the corrugated steel be laid between the crest of outer boss and the outer flanging of groove profile flange set to A few pull bar.
The corner part connection structure of another steel construction pipe gallery, by the corrugated steel for being located at upper and lower and two sides respectively It is circumferentially assembled to form tube coupling;Wherein, when the corrugated steel circumferentially splices, the contact end of adjacent corrugations steel plate is provided with and can wrapped A pair of groove profile flanges of the inside and outside wall end of corrugated steel are covered, the bottom surface of this pair of groove profile flange is mutually permanently connected, its inside and outside folding Side is connected with corrugated steel;Set between the crest and the inside and outside flanging of flute profile flange of the corrugated steel inwall and/or outer wall At least one pull bar.
It is preferred that, the pull bar is A character-shaped pull bars, and the valley of the A character-shaped pull bars is connected with the outer wall of corrugated steel, separately Outer two ends are connected with groove profile flange, and surround triangular form space.The inside and outside wall of the corrugated steel of the pipe gallery sets up A words Type pull bar, A fonts pull bar, corrugated steel and the groove profile flange are mutually bolted, and ensure overall structure even in static load and dynamic load frequency Weld seam occurs under the harsh conditions such as crack that intensity is unaffected under numerous effect, further reduces the shearing that weld seam is born, The security of piping lane is set to be effectively guaranteed, and the strength and stability of overall piping lane is further consolidated.
Beneficial effect:Compared with prior art, the utility model has advantages below:
(1) corner part connection structure of the pipe gallery is solved in splicing, and splicing flange is groove profile flange and ripple The problem such as steel plate laminating sharp corner can not be welded and bolt is difficult to arrange;
(2) the inside and outside boss set up further enhancing the bonding strength between corrugated steel and groove profile flange, consolidate Admittedly splice sharp corner weld strength, while adding the inside and outside flanging intensity of groove profile flange so that when by the use of interior flanging as During the impetus of piping lane support, the bearing capacity of support is preferably lifted;
(3) flanging is easy to branch in piping lane in the groove profile flange in horizontality or vertical state in the corner part connection structure The installation of frame and use;
(4) hook-shaped end for the outer boss set up in the corner part connection structure is fitted company with the corner bending part of flute profile flange The corner strength of flute profile flange can be further enhanced by connecing, and prevent stress concentration;
(5) outer wall of the corrugated steel of the pipe gallery sets up A font pull bars, A fonts pull bar, corrugated steel and the groove profile Flange is mutually bolted, and ensures that overall structure frequently acts on lower weld seam even in static load and dynamic load and occurred under the harsh conditions such as crack by force Degree is unaffected, further reduces the shearing that weld seam is born, the security of piping lane is effectively guaranteed, and whole The strength and stability of body piping lane is further consolidated.
Brief description of the drawings
Fig. 1 is the structural representation of the pipe gallery of band-slot flange in the utility model;
Fig. 2 is the end view of the pipe gallery of band-slot flange in the utility model;
Fig. 3 is the partial sectional view of corrugated steel end in the utility model;
Fig. 4 is the partial schematic diagram of the corner part connection structure with A font pull bars in the utility model;
Fig. 5 is Fig. 4 partial sectional view;
Fig. 6 is the partial sectional view with boss outside U-shaped shape;
Fig. 7 is the structural representation of the outer boss of flat;
Fig. 8 is the structural representation of the outer boss of U-shaped shape;
Fig. 9 is the structural representation of the outer boss of U-shaped shape at end with hook.
Embodiment
The technical solution of the utility model is described further below in conjunction with the accompanying drawings.
As shown in figure 1, the corner part connection structure of steel construction pipe gallery described in the utility model, respectively positioned at upper and lower Circumferentially assembly forms tube coupling with the corrugated steel 101 of two sides;Wherein, when corrugated steel 101 circumferentially splices, adjacent corrugations steel The contact end of plate 101, which is provided with, can coat a pair of groove profile flanges 102 of respective corrugated steel inside and outside wall.The groove profile flange 102 by Metallic plate itself bending is formed, or is formed by the angled bending plate composite assembly of a pair of bent upon itself.It is adjacent to carry groove The corrugated steel of type flange 102 realizes quick connection, install convenient, significant increase construction speed by bolt.This pair of groove profile method Orchid 102 contact surface be mutually permanently connected, be mutually separated with gap between its outer flanging and the outer wall of corrugated steel 101, its interior flanging with Gap is mutually separated between the inwall of corrugated steel 101, and welding is filled to the gap, groove profile flange and ripple are completed in filling After the weld seam of line steel plate laminating sharp corner, groove profile flange and two flangings can be with corrugated steel welding or bolt connections.The integrated pipe The corner part connection structure of corridor is solved in splicing, and splicing flange is that groove profile flange sharp corner of being fitted with corrugated steel can not be welded Connect and the problem such as bolt is difficult to arrange.
As shown in Fig. 2 flanging is in horizontality, position in the above-mentioned groove profile flange positioned on above and below corrugated steel 101 Vertical state is in flanging in the groove profile flange on two sides corrugated steel 101.In horizontal in the corner part connection structure Flanging is easy to the installation of piping lane inner support and used in the groove profile flange of state or vertical state.
As shown in Figure 5 and Figure 6, the bottom surface of this pair of groove profile flange is in contact, and is bolted to connection or welds solid It is fixed, gap is mutually separated between its outer flanging and corrugated steel 101, between being mutually separated between its interior flanging and the inwall of corrugated steel 101 Gap.Interior boss 103 is provided with gap in the inwall crest of corrugated steel 101 and/or trough and flute profile flange between flanging, The interior flanging of the interior boss 103, corrugated steel 101 and groove profile flange 102 is affixed to form one, and specific fixed connection mode is weldering Connect.The interior reinforcing plate set up further enhancing the bonding strength between corrugated steel and groove profile flange, consolidate splicing wedge angle The weld strength at place, while adding the interior flanging intensity of groove profile flange so that when by the use of interior flanging as piping lane support During force, the bearing capacity of support is preferably lifted.
As shown in Figure 5 and Figure 6, strengthen in the gap of the outer wall crest of corrugated steel 101/between trough and outer flanging provided with outer Block 106, the outer flanging of the outer boss 106, corrugated steel 101 and groove profile flange 102 is affixed to form one, specific fixed connection mode For welding.As shown in Figure 7 and Figure 8, the cross sectional shape of outer boss 106 is flat or U-shaped shape.As shown in figure 9, U-shaped section One end of the outer boss 106 of shape, which stretches out, is bent to form hook-shaped end, and the hook-shaped end is coated on the corner folding of groove profile flange The outer wall of crook.The vertical and horizontal that the outer boss set up in the corner part connection structure can further enhance groove profile flange are firm Degree, while the bonding strength of corrugated steel and groove profile flange is enhanced, and the corner of the hook-shaped end and flute profile flange of outer boss Bending part, which is fitted and connected, can further enhance the corner strength of flute profile flange, prevent stress concentration.
As shown in figure 4, corrugated steel 101 be laid with the crest of outer boss 106 and groove profile flange 102 outer flanging it Between be provided with least one pull bar 104.
The corner part connection structure of another steel construction pipe gallery, by the corrugated steel for being located at upper and lower and two sides respectively 101 circumferentially assembled form tube coupling;Wherein, when the corrugated steel 101 circumferentially splices, the contact jaw of adjacent corrugations steel plate 101 Portion is provided with a pair of groove profile flanges 102 of the inside and outside wall end that can coat corrugated steel, and the bottom surface of this pair of groove profile flange 102 is mutually solid Fixed connection, its inside and outside flanging is connected with corrugated steel 101;The crest and groove of the above-mentioned inwall of corrugated steel 101 and/or outer wall At least one pull bar 104 is set between the inside and outside flanging of shape flange 102.Inside and outside boss is not provided with the pipe gallery, is only set up A font pull bars, A fonts pull bar, corrugated steel and the groove profile flange are mutually bolted, and ensure overall structure even in static load and dynamic load Frequently the lower weld seam of effect occurs that intensity under the harsh conditions such as crack is unaffected, and further reduce that weld seam born cuts Power, makes the security of piping lane be effectively guaranteed, and the strength and stability of overall piping lane is further consolidated.
Above-mentioned pull bar 104 is A font pull bars, and the valley of the A font pull bars is mutually bolted with the outer wall of corrugated steel, preferably , the valley of the A font pull bars is connected with the crest of corrugated cardboard sheet;Other two ends are mutually bolted with groove profile flange 102, and are surrounded Triangular form space 105.Above-mentioned A fonts pull bar can be formed by a plain plate bending, also or by two strip steel plates be combined.Again Person, outer boss 106 may be disposed in above-mentioned triangular form space 105.The outer wall of the corrugated steel of the pipe gallery sets up A fonts Pull bar, A fonts pull bar, corrugated steel and the groove profile flange are mutually bolted, and ensure that overall structure is frequent even in static load and dynamic load Acting on weld seam to occur, intensity under the harsh conditions such as crack is unaffected, further reduces the shearing that weld seam is born, makes The security of piping lane is effectively guaranteed, and the strength and stability of overall piping lane is further consolidated.
The utility model realizes corner assembly connection using corner part connection structure, and integral construction progress is greatly accelerated, corner Area of stress concentration stressing conditions are greatly improved, it is to avoid corner part connection structure and the single form being welded to connect of corrugated steel The weld cracking under dynamic load operating mode and cause pipe structure destroy etc. phenomenon.The corner part connection structure wraps the end of corrugated steel It is rolled in it, by bolting connection corrugated steel and groove profile flange, further reduces the shearing that weld seam is born, be more beneficial for The protection of weld seam.

Claims (10)

1. a kind of corner part connection structure of steel construction pipe gallery, it is characterised in that:By the ripple for being located at upper and lower and two sides respectively Line steel plate (101) is circumferentially assembled to form tube coupling;Wherein, when the corrugated steel (101) is circumferentially spliced, adjacent corrugations steel plate (101) contact end, which is provided with, can coat a pair of groove profile flanges (102) of respective corrugated steel inside and outside wall, this pair of groove profile flange (102) contact surface is mutually permanently connected, and is mutually separated with gap between its outer flanging and corrugated steel (101) outer wall, its interior flanging Gap is mutually separated between corrugated steel (101) inwall, interior boss (103) is set respectively in the gap and/or additional Strong block (106), and it is integrally welded with corrugated steel (101) and groove profile flange (102).
2. the corner part connection structure of steel construction pipe gallery according to claim 1, it is characterised in that:It is described to be located at piping lane The interior flanging of groove profile flange (102) on the corrugated steel (101) of above and below is in horizontality.
3. the corner part connection structure of steel construction pipe gallery according to claim 1, it is characterised in that:It is described to be located at piping lane The interior flanging of groove profile flange (102) on the corrugated steel (101) of two sides is in vertical state.
4. the corner part connection structure of the steel construction pipe gallery according to Claims 2 or 3, it is characterised in that:The groove profile The connecting hole for arranging support is offered on the interior flanging of flange (102).
5. the corner part connection structure of steel construction pipe gallery according to claim 1, it is characterised in that:The interior boss Or outer boss (106) is one piece of boss, or be the polylith boss of spaced and parallel setting or non-parallel setting (103).
6. the corner part connection structure of steel construction pipe gallery according to claim 1, it is characterised in that:The outer boss (106) cross sectional shape is flat or U-shaped shape.
7. the corner part connection structure of steel construction pipe gallery according to claim 6, it is characterised in that:The U-shaped section One end of the outer boss (106) of shape, which stretches out, is bent to form hook-shaped end, and the hook-shaped end is coated on the corner of groove profile flange The outer wall of bending part.
8. the corner part connection structure of steel construction pipe gallery according to claim 1, it is characterised in that:In the corrugated steel Plate (101) sets at least one pull bar between being laid with the outer flanging of the crest of outer boss (106) and groove profile flange (102) (104)。
9. a kind of corner part connection structure of steel construction pipe gallery, it is characterised in that:By the ripple for being located at upper and lower and two sides respectively Line steel plate (101) is circumferentially assembled to form tube coupling;Wherein, when the corrugated steel (101) is circumferentially spliced, adjacent corrugations steel plate (101) contact end is provided with a pair of groove profile flanges (102) of the inside and outside wall end that can coat corrugated steel, this pair of groove profile flange (102) bottom surface is mutually permanently connected, and its inside and outside flanging is connected with corrugated steel (101);In the corrugated steel (101) At least one pull bar (104) is set between wall and/or the crest and flute profile flange (102) inside and outside flanging of outer wall.
10. the corner part connection structure of steel construction pipe gallery according to claim 8 or claim 9, it is characterised in that:The pull bar (104) it is A character-shaped pull bars, the valley of the A character-shaped pull bars is connected with the outer wall of corrugated steel, two ends and groove profile flange in addition (102) it is connected, and surrounds triangular form space (105).
CN201720218667.8U 2017-03-06 2017-03-06 The corner part connection structure of steel construction pipe gallery Withdrawn - After Issue CN206581300U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720218667.8U CN206581300U (en) 2017-03-06 2017-03-06 The corner part connection structure of steel construction pipe gallery

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720218667.8U CN206581300U (en) 2017-03-06 2017-03-06 The corner part connection structure of steel construction pipe gallery

Publications (1)

Publication Number Publication Date
CN206581300U true CN206581300U (en) 2017-10-24

Family

ID=60113057

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720218667.8U Withdrawn - After Issue CN206581300U (en) 2017-03-06 2017-03-06 The corner part connection structure of steel construction pipe gallery

Country Status (1)

Country Link
CN (1) CN206581300U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106638685A (en) * 2017-03-06 2017-05-10 南京联众建设工程技术有限公司 Corner connection structure of steel-structure comprehensive pipe gallery
CN108049426A (en) * 2018-01-19 2018-05-18 南京联众建设工程技术有限公司 Piping lane circumferential direction connection structure
WO2019242099A1 (en) * 2018-06-21 2019-12-26 南京联众工程技术有限公司 Corner connection structure for steel-structure pipe rack

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106638685A (en) * 2017-03-06 2017-05-10 南京联众建设工程技术有限公司 Corner connection structure of steel-structure comprehensive pipe gallery
CN108049426A (en) * 2018-01-19 2018-05-18 南京联众建设工程技术有限公司 Piping lane circumferential direction connection structure
WO2019242099A1 (en) * 2018-06-21 2019-12-26 南京联众工程技术有限公司 Corner connection structure for steel-structure pipe rack

Similar Documents

Publication Publication Date Title
CN106090450B (en) The box pipeline connected with circumferential obtuse angle
CN106638685B (en) The corner part connection structure of steel construction pipe gallery
CN206581300U (en) The corner part connection structure of steel construction pipe gallery
TWI433981B (en) Composite steel sheet pile and steel plate pile wall using the combined steel sheet pile
KR101437859B1 (en) Concrete filled octagonal steel column
CN103015534A (en) Lateral connection node of concrete-filled rectangular steel tube column and steel beams
CN109811965A (en) It is a kind of to be bolted high strength steel plate spliced girder-concrete slab combination beam entirely
CN108385541A (en) Pier top hanging basket mounting platform
TWI539062B (en) Combination steel wall
KR101404513B1 (en) Steel Reinforced Concrete with Steel Angles or T Bars
CN204676733U (en) A kind of steel sheet concrete shear force wall
US20190003144A1 (en) Corner Connection Structure of Steel Structure Comprehensive Pipe Gallery
CN106869167A (en) The bowed out box shape steel structure Urban Underground pipe gallery in section
CN204139694U (en) Inner wall belt strengthens the steel pipe king-post of structure
CN207959499U (en) A kind of steel construction
CN111411643A (en) Construction method of construction elevator foundation supported on basement top plate
CN201301518Y (en) A strengthened corrugated steel web plate shear connector for combined box girder
CN211621713U (en) Axial connection structure of assembled box steel construction utility tunnel
CN206072554U (en) Box pipeline with the connection of circumferential obtuse angle
CN206829350U (en) Steel structure support system for subway station
CN106760116A (en) Combined type reinforced truss floor support plate
CN202195160U (en) Assembled jacking iron for large-caliber pipe jacking construction
CN206110173U (en) Connection structure of steel box pipeline
CN206203102U (en) A kind of chip feed bin
CN106522267B (en) The steel of underground pipe gallery feeds intake chamber structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20171024

Effective date of abandoning: 20181218

AV01 Patent right actively abandoned