CN106193318A - A kind of cross a river piping lane sliding support - Google Patents

A kind of cross a river piping lane sliding support Download PDF

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Publication number
CN106193318A
CN106193318A CN201610534328.0A CN201610534328A CN106193318A CN 106193318 A CN106193318 A CN 106193318A CN 201610534328 A CN201610534328 A CN 201610534328A CN 106193318 A CN106193318 A CN 106193318A
Authority
CN
China
Prior art keywords
piping lane
plate
sliding
cast
fixing bolt
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
CN201610534328.0A
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Chinese (zh)
Inventor
高文龙
张福泉
张冠洲
李俊英
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.)
SHANDONG HUANNENG DESIGN INSTITUTE Co Ltd
Original Assignee
SHANDONG HUANNENG DESIGN INSTITUTE 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 SHANDONG HUANNENG DESIGN INSTITUTE Co Ltd filed Critical SHANDONG HUANNENG DESIGN INSTITUTE Co Ltd
Priority to CN201610534328.0A priority Critical patent/CN106193318A/en
Publication of CN106193318A publication Critical patent/CN106193318A/en
Pending legal-status Critical Current

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Classifications

    • 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
    • E04B1/36Bearings or like supports allowing movement

Abstract

A kind of cross a river piping lane sliding support, including reinforced concrete foundation, it is provided with pre-embedded steel slab in reinforced concrete foundation and overlaps cast-in fixing bolt more, cast-in fixing bolt upper end extends above reinforced concrete foundation after pre-buried steel thickness of slab, reinforced concrete foundation sliding shim installed above and piping lane base-plate, sliding shim is arranged between reinforced concrete foundation and piping lane base-plate, sliding shim is provided with polylith, piping lane base-plate has the sliding eye coordinated with cast-in fixing bolt, cast-in fixing bolt upper end sequentially passes through sliding shim, clamp device is installed after the sliding eye on piping lane base-plate, fixing device coordinates piping lane base-plate with cast-in fixing bolt, sliding shim is fixed on reinforced concrete foundation.The present invention, by arranging sliding shim between piping lane base-plate and basis pre-embedded steel slab, enables piping lane bearing to slide in the range of its sliding eye, discharges the piping lane temperature deformation in piping lane direction, decreases the piping lane thrust to basis.

Description

A kind of cross a river piping lane sliding support
Technical field
The invention belongs to support seat technical field for building, particularly relate to a kind of cross a river piping lane sliding support
Background technology
In some cross a river piping lanes, having is that piping lane is directly connected with reinforced concrete foundation greatly, and piping lane is all Being outdoor layout, the temperature of piping lane corridor body changes along with the change in season, and when span is bigger, can produce the biggest temperature should Power, the most unfavorable to basis and piping lane.The generally connection at piping lane two ends Yu reinforced concrete foundation all uses fixed form, props up Stay tube corridor, reinforced concrete foundation, in addition to bearing technique load, mobile load, wind load, snow load, earthquake load etc., still suffers from piping lane The temperature load produced because of temperature deformation.The existing processing method to this is done by reinforced concrete foundation very big, to provide Bigger support surplus, but fail to solve temperature loading etc. and be likely to result in the problem of piping lane corridor body deformation, reduce the peace of structure , there is the danger that piping lane damages in whole step.
The present invention can realize piping lane can produce displacement along the direction of piping lane, and the temperature deformation of release piping lane subtracts Few to basis and the adverse effect of piping lane itself, thus reduce construction costs, improve the degree of safety of structure.
Summary of the invention
The present invention provides a kind of cross a river piping lane sliding support, in order to solve defect of the prior art.It is capable of pipe Corridor is moving towards to produce displacement, the temperature deformation of release piping lane along it, reduces basis and the adverse effect of piping lane itself, is not required to Do big reinforced concrete foundation, thus reduce construction costs, improve strcture safety.
In order to realize the purpose of the present invention, by the following technical solutions:
A kind of cross a river piping lane sliding support, including reinforced concrete foundation, is provided with pre-buried in described reinforced concrete foundation Steel plate and overlap cast-in fixing bolt, cast-in fixing bolt upper end extends above reinforced concrete foundation after pre-buried steel thickness of slab, described steel more Reinforced concrete basis sliding shim installed above and piping lane base-plate, sliding shim is arranged on reinforced concrete foundation and piping lane Between base-plate, sliding shim is provided with polylith, and described piping lane base-plate has the sliding eye coordinated with cast-in fixing bolt, described Clamp device, described fixing dress are installed after sequentially passing through the sliding eye on sliding shim, piping lane base-plate in cast-in fixing bolt upper end Put to coordinate with cast-in fixing bolt and piping lane base-plate, sliding shim are fixed on reinforced concrete foundation.
In order to realize the purpose of the present invention further, it is also possible to by the following technical solutions:
A kind of cross a river piping lane sliding support as above, described sliding eye is stay bolt hole, on piping lane base-plate Stay bolt hole and piping lane move towards identical.
A kind of cross a river piping lane sliding support as above, described clamp device is nut, nut be located at pre-buried anchor The external screw thread of bolt upper end coordinates, at least 2, the nut often arranged on set cast-in fixing bolt.
A kind of cross a river piping lane sliding support as above, described sliding shim is poly-four vinyl plate and is provided with upper and lower 2 Block, the contact site of 2 pieces of sliding shims and cast-in fixing bolt offers stay bolt hole, the stay bolt hole on described sliding shim and piping lane Move towards identical.
A kind of cross a river piping lane sliding support as above, described piping lane base-plate longitudinal direction both sides installation limiting plate, Limiting plate is fixed on reinforced concrete basis or pre-embedded steel slab.
A kind of cross a river piping lane sliding support as above, protective cover, described guarantor are installed in periphery, described cast-in fixing bolt upper end Guard shield is made up of metal, elastomeric material, and its lower end is tightly connected with piping lane base-plate.
Beneficial effects of the present invention:
1, the present invention is by arranging sliding shim between piping lane base-plate and basis pre-embedded steel slab, makes piping lane bearing energy Enough slips in the range of its sliding eye, i.e. walking upwards piping lane bearing at piping lane can move relative to armored concrete, discharges piping lane In the temperature deformation in piping lane direction, decrease the piping lane thrust to basis.
2, sliding shim is provided with polylith, all it is integrally attached to piping lane bearing by fixing device and cast-in fixing bolt On reinforced concrete foundation, increase after sliding shim, can by piping lane base-plate and pre-embedded steel slab or reinforced concrete foundation every Open, it is to avoid piping lane main element receives wear-out failure.Sliding shim uses polyfluortetraethylene plate, 2 pieces of polyethylene boards to produce relatively Time mobile, coefficient of friction is little, it is possible to make between piping lane base-plate 5 with pre-embedded steel slab 3 relative slidably, preferably improve pipe The stability of corridor structure and degree of safety.
3, in piping lane base-plate longitudinal direction both sides, i.e. walk piping lane bearing both sides upwards at piping lane and install limiting plate, spacing Plate serves supporting role, limiting plate and fixing device, cast-in fixing bolt combination and can limit piping lane and hang down the vertical direction of piping lane Nogata to displacement, and do not affect piping lane can on piping lane direction slidably, it is ensured that the safety of structure.
Accompanying drawing explanation
Fig. 1 is the structural representation of the present invention.
Fig. 2 is the A direction view in Fig. 1.
Fig. 3 is the B direction view in Fig. 1.
Fig. 4 is the scheme of installation of the present invention.
Reference: 1-reinforced concrete foundation, 2-cast-in fixing bolt, 3-pre-embedded steel slab, 4-sliding plate, 5-piping lane bearing Base plate, 6-fixing device, 7-limiting plate, 8-sliding eye, 9-piping lane agent structure, 10-protective cover.
Detailed description of the invention
For making the purpose of the embodiment of the present invention, technical scheme and advantage clearer, below in conjunction with the embodiment of the present invention In accompanying drawing, the technical scheme in the embodiment of the present invention is clearly and completely described, it is clear that described embodiment is The a part of embodiment of the present invention rather than whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art The every other embodiment obtained under not making creative work premise, broadly falls into the scope of protection of the invention.
As Figure 1-4, the present embodiment one cross a river piping lane sliding support, including reinforced concrete foundation 1, described reinforcing bar Being provided with pre-embedded steel slab 3 and many set cast-in fixing bolts 2 in concrete foundation 1, cast-in fixing bolt 2 upper end extends after pre-embedded steel slab 3 thickness Above reinforced concrete foundation 1, described reinforced concrete foundation 1 sliding plate installed above 4 and piping lane base-plate 5, slide Backing plate 4 is arranged between reinforced concrete foundation 1 and piping lane base-plate 5, and sliding plate 4 is provided with polylith, described piping lane bearing Base plate 5 has the sliding eye 8 coordinated with cast-in fixing bolt 2, and described cast-in fixing bolt 2 upper end sequentially passes through sliding plate 4, piping lane bearing Installing clamp device after sliding eye 8 on base plate 5, described fixing device 6 coordinates piping lane base-plate 5 with cast-in fixing bolt 2, slides Dynamic backing plate 4 is fixed on reinforced concrete foundation 1.
Specifically, a kind of cross a river piping lane sliding support disclosed in the present embodiment, by piping lane base-plate 5 and basis Sliding plate 4 is set between pre-embedded steel slab 3, enables piping lane bearing to slide in the range of its sliding eye 8, i.e. move towards at piping lane Upper piping lane bearing can move relative to armored concrete, discharges the piping lane temperature deformation in piping lane direction, decreases piping lane to base The thrust of plinth.Sliding plate 4 is provided with polylith, all it is fixed with piping lane bearing entirety by fixing device 6 and cast-in fixing bolt 2 On reinforced concrete foundation 1, after increasing sliding plate 4, can be by piping lane base-plate 5 and pre-embedded steel slab 3 or armored concrete Basis 1 separates, it is to avoid piping lane main element receives wear-out failure.In actually used, as shown in Figure 1, Figure 3, solid on piping lane bearing Tubulature corridor, Dingan County agent structure 9, piping lane agent structure 9 is moved towards to lay and fixing various pipelines by it again.
As in figure 2 it is shown, the sliding eye 8 in the present embodiment is stay bolt hole, the stay bolt hole on piping lane base-plate 5 and pipe Corridor moves towards identical.Using stay bolt hole, it is simple to sliding eye 8 offers making at piping lane base-plate 5, processing technique is ripe, produces Cost less expensive;Additionally stay bolt pore structure is easy to coordinate fixing with cast-in fixing bolt 2, walks upwards to keep the consistent of movement at piping lane Property.
As shown in Figure 1, Figure 3, clamp device described in the present embodiment is nut, nut be located at outside cast-in fixing bolt 2 upper end Threaded engagement, at least 2, the nut often arranged on set cast-in fixing bolt 2.Nut is used to coordinate with cast-in fixing bolt 2, it is simple to according to Need selection standard nut piece, the nut of more than 2 is often set on set cast-in fixing bolt 2, to avoid single nut and cast-in fixing bolt 2 Helicitic texture damage or stripped thread, ensure its stable and secure connection.
As shown in Figure 1, Figure 3, described in the present embodiment, sliding plate 4 for poly-four vinyl plate and is provided with upper and lower 2 pieces, 2 pieces of slips Stay bolt hole is offered in the contact site of backing plate 4 and cast-in fixing bolt 2, and phase is moved towards with piping lane in the stay bolt hole on described sliding plate 4 With.Also offer the sliding eye 8 corresponding with piping lane support base plate on sliding plate 4, i.e. realize piping lane base-plate 5 and sliding mats Between plate 4 can relative movement, meanwhile, between 2 pieces of sliding plates 4, sliding plate 4 and pre-embedded steel slab 3 or reinforced concrete foundation 1 Between can also realize relative movement, make this bearing have bigger removable space, can preferably overcome temperature loading to pipe The deformation requirement of corridor.Sliding plate 4 uses polyfluortetraethylene plate, and when 2 pieces of polyethylene boards produce relative movement, coefficient of friction is little, energy Enough make between piping lane base-plate 55 with pre-embedded steel slab 33 relative slidably, preferably improve stability and the peace of Pipe rack Whole step.
As in figure 2 it is shown, the present embodiment installs limiting plate 7 in the longitudinal both sides of described piping lane base-plate 5, limiting plate 7 is fixed On reinforced concrete basis or pre-embedded steel slab 3.In the longitudinal both sides of piping lane base-plate 5, i.e. walk piping lane bearing upwards at piping lane Limiting plate 7 is installed in both sides, and limiting plate 7 serves supporting role to the vertical direction of piping lane, limiting plate 7 and fixing device 6, pre-buried Crab-bolt 2 combines can limit the piping lane displacement in vertical direction, and do not affect piping lane can on piping lane direction slidably, Ensure the safety of structure.
As in figure 2 it is shown, the present embodiment periphery, described cast-in fixing bolt 2 upper end install protective cover 10, described protective cover 10 by Metal, elastomeric material are made, and its lower end is tightly connected with piping lane base-plate 5.Protective cover 10 is set, nut can be protected with pre- Bury the use quality of crab-bolt 2, alleviate and damaged by air oxidation, corrosion etc., maintain easily and maintain, to extend making of this bearing Use the life-span.
The technology contents of the most detailed description of the present invention is known technology.

Claims (6)

1. a cross a river piping lane sliding support, including reinforced concrete foundation, is provided with pre-buried steel in described reinforced concrete foundation Plate and overlap cast-in fixing bolt, cast-in fixing bolt upper end extends above reinforced concrete foundation after pre-buried steel thickness of slab, and its feature exists more In, described reinforced concrete foundation sliding shim installed above and piping lane base-plate, sliding shim is arranged on armored concrete Between basis and piping lane base-plate, sliding shim is provided with polylith, and described piping lane base-plate has and coordinates with cast-in fixing bolt Sliding eye, described cast-in fixing bolt upper end sequentially passes through installation clamp device after the sliding eye on sliding shim, piping lane base-plate, Described fixing device coordinates with cast-in fixing bolt and piping lane base-plate, sliding shim is fixed on reinforced concrete foundation.
2. a kind of cross a river piping lane sliding support described in reinforcing bar claim 1, it is characterised in that described sliding eye is stay bolt Hole, the stay bolt hole on piping lane base-plate moves towards identical with piping lane.
A kind of cross a river piping lane sliding support the most according to claim 1 and 2, its spy is, described clamp device is nut, Nut coordinates with the external screw thread being located at cast-in fixing bolt upper end, at least 2, the nut often arranged on set cast-in fixing bolt.
A kind of cross a river piping lane sliding support the most according to claim 1, it is characterised in that described sliding shim is poly-tetrem Alkene plate is also provided with upper and lower 2 pieces, and stay bolt hole is offered, on described sliding shim in the contact site of 2 pieces of sliding shims and cast-in fixing bolt Stay bolt hole move towards identical with piping lane.
A kind of cross a river piping lane sliding support the most according to claim 1 and 2, its spy is, described piping lane base-plate is indulged Install limiting plate to both sides, limiting plate is fixed on reinforced concrete basis or pre-embedded steel slab.
A kind of cross a river piping lane sliding support the most according to claim 1 and 2, its spy is, outside described cast-in fixing bolt upper end Week installs protective cover, and described protective cover is made up of metal, elastomeric material, and its lower end is tightly connected with piping lane base-plate.
CN201610534328.0A 2016-07-07 2016-07-07 A kind of cross a river piping lane sliding support Pending CN106193318A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610534328.0A CN106193318A (en) 2016-07-07 2016-07-07 A kind of cross a river piping lane sliding support

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610534328.0A CN106193318A (en) 2016-07-07 2016-07-07 A kind of cross a river piping lane sliding support

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CN106193318A true CN106193318A (en) 2016-12-07

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108240042A (en) * 2017-12-04 2018-07-03 国核电力规划设计研究院有限公司 The coal transporting trestle of coal handling system and the connection structure of transfer station
CN111321813A (en) * 2020-04-07 2020-06-23 钟建敏 Bidirectional sliding connection support
CN115233997A (en) * 2022-09-21 2022-10-25 山西五建集团有限公司 Stress release method for large-span concave stereo pipe truss structure
CN115680130A (en) * 2022-11-01 2023-02-03 深圳市同济人建筑设计有限公司 Vestibule support suitable for flat big displacement of turning round

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2396256Y (en) * 1999-10-15 2000-09-13 南京晨光东螺波纹管有限公司 Low friction coefficient sliding supporting seat using polytetrafluorethylene sintered plate as friction pairs
CN102642880A (en) * 2012-04-12 2012-08-22 中国电子工程设计院 Sliding support in low-temperature multi-effect seawater distilling desalting system
CN203213298U (en) * 2013-04-28 2013-09-25 开封天元网架工程有限公司 Unidirectional slidable net frame support
JP2014214577A (en) * 2013-04-30 2014-11-17 日本ピラー工業株式会社 Support structure
CN205024842U (en) * 2015-09-15 2016-02-10 内蒙古电力勘测设计院有限责任公司 A sliding support for connecting girder steel and boiler steel frame
US20160102461A1 (en) * 2014-10-14 2016-04-14 Emeh, Inc. Stair expansion joint system with freedom of movement between landings

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2396256Y (en) * 1999-10-15 2000-09-13 南京晨光东螺波纹管有限公司 Low friction coefficient sliding supporting seat using polytetrafluorethylene sintered plate as friction pairs
CN102642880A (en) * 2012-04-12 2012-08-22 中国电子工程设计院 Sliding support in low-temperature multi-effect seawater distilling desalting system
CN203213298U (en) * 2013-04-28 2013-09-25 开封天元网架工程有限公司 Unidirectional slidable net frame support
JP2014214577A (en) * 2013-04-30 2014-11-17 日本ピラー工業株式会社 Support structure
US20160102461A1 (en) * 2014-10-14 2016-04-14 Emeh, Inc. Stair expansion joint system with freedom of movement between landings
CN205024842U (en) * 2015-09-15 2016-02-10 内蒙古电力勘测设计院有限责任公司 A sliding support for connecting girder steel and boiler steel frame

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108240042A (en) * 2017-12-04 2018-07-03 国核电力规划设计研究院有限公司 The coal transporting trestle of coal handling system and the connection structure of transfer station
CN111321813A (en) * 2020-04-07 2020-06-23 钟建敏 Bidirectional sliding connection support
CN115233997A (en) * 2022-09-21 2022-10-25 山西五建集团有限公司 Stress release method for large-span concave stereo pipe truss structure
CN115233997B (en) * 2022-09-21 2023-01-10 山西五建集团有限公司 Stress release method for large-span concave type stereo pipe truss structure
CN115680130A (en) * 2022-11-01 2023-02-03 深圳市同济人建筑设计有限公司 Vestibule support suitable for flat big displacement of turning round

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Application publication date: 20161207