CN205854928U - A kind of flexible shipping support of precast concrete transport - Google Patents

A kind of flexible shipping support of precast concrete transport Download PDF

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Publication number
CN205854928U
CN205854928U CN201620695914.9U CN201620695914U CN205854928U CN 205854928 U CN205854928 U CN 205854928U CN 201620695914 U CN201620695914 U CN 201620695914U CN 205854928 U CN205854928 U CN 205854928U
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CN
China
Prior art keywords
plate
top board
precast concrete
base
bearing top
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Withdrawn - After Issue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
CN201620695914.9U
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Chinese (zh)
Inventor
马金伟
滕万里
张瑞
张扬
徐辉
许瑾
龙莉波
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Shanghai Construction No 2 Group Co Ltd
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Shanghai Construction No 2 Group Co Ltd
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Priority to CN201620695914.9U priority Critical patent/CN205854928U/en
Application granted granted Critical
Publication of CN205854928U publication Critical patent/CN205854928U/en
Withdrawn - After Issue legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The flexible shipping support of a kind of precast concrete of the present utility model transport, relates to technical field of building construction, the problem that can not effectively prevent the component damage caused because vehicle jolts for existing prefabricated component conveying method.This flexibility shipping support includes the base panel for supporting precast concrete, overlapping is arranged at the bearing top board below base panel, the base-plate being equipped with bearing top board, it is arranged at the amortisseur between bearing top board and base-plate, and stopping means, it is provided with centre bolt between amortisseur and bearing top board.

Description

A kind of flexible shipping support of precast concrete transport
Technical field
This utility model relates to technical field of building construction, the flexible goods transported particularly to a kind of precast concrete Fortune support.
Background technology
Prefabricated assembled concrete structural system refer to the component using prefabrication at assemble in site, and bound fraction is existing The structural system watered, for relatively conventional cast-in-place structural prefabricated assembled concrete structure have energy-conservation, economize on water, save land, The advantage such as material-saving, environmental protection.Conventional prefabricated assembled concrete component conveying method is at component upper and lower support chock or grass The things such as bag, are connected with steel wire rope and flower basket bolt, and are firmly linked with on compartment, and then avoid component when transport because of slip The damage caused.But the component conveying method of routine can not effectively prevent the component damage that causes because vehicle jolts.
Therefore, one how is provided to prevent precast concrete from easily occurring that clashing and breaking are split because jolting in transportation Seam, thus ensures the flexible shipping support that prefabricated components are transported safely, is that those skilled in the art need badly and solve the technical problem that.
Utility model content
Pass through at things such as component upper and lower support chock or straw bags for conventional, be linked to be with steel wire rope and flower basket bolt Integrally, and it is firmly linked with on compartment, and then avoids the transport precast concrete structure of damage that component causes because of slip when transport The method of part can not prevent precast concrete from easily occurring the problem in clashing and breaking crack, this reality in transportation because jolting Being to provide one by novel purpose prevents precast concrete from easily occurring clashing and breaking crack in transportation because jolting, Thus ensure the flexible shipping support that prefabricated components are transported safely.
This utility model solves its technical problem and be the technical scheme is that
A kind of flexible shipping support of precast concrete transport, including
One base panel, described base panel is used for supporting precast concrete;
One bearing top board, described bearing top board is fixed in the lower section of described base panel by bolt assembly level, described Bearing top board surrounding is respectively welded a bolt,
One base-plate, described base-plate is vertically symmetrical arranged with described bearing top board, and described base-plate passes through spiral shell Bolt level is fixed on trailer plate, and described base-plate surrounding is respectively welded a vertically arranged angle steel, and described angle steel upper end is opened It is provided with the hole that can pass for corresponding described bolt;
And it being located in the amortisseur between described bearing top board and described base-plate, described amortisseur bottom is with described Base-plate is welded to connect, and is provided with a centre bolt, described centre bolt between described amortisseur top and described bearing top board Nut exceed described amortisseur top one determining deviation so that described amortisseur and described bearing top board keep a determining deviation.
Further, described amortisseur includes four Vertical Springs and a horizontal steel plate, described horizontal steel plate and described Seat bottom plate be arranged in parallel, and on described horizontal steel plate and described base-plate, correspondence is welded with four spring fastenings respectively, described perpendicular Fix with described spring fastening respectively to the two ends of spring and be connected.
Further, described base panel upper surface paving shock-insulation rubber cushion.
Further, it is provided with shock-insulation rubber cushion between described base panel and adjacent described bearing top board.
Further, described spring fastening is steel ring.
Further, bearing top board plate profile is form of grooves or plane form.
What utility model this utility model was useful has the technical effect that what precast concrete of the present utility model transported Flexible shipping support, sets up amortisseur on the basis of conventional rigid support, and amortisseur is arranged at bearing top board and base-plate Between, bearing top board is fixing with base panel overlapping to be connected, and base panel is used for connecting precast concrete, passes through amortisseur Spring absorb automobile bumpiness impact that precast concrete is produced in buffering transportation.And in order to transport The deadweight of the precast concrete in journey concentrates conduction to spring, prevents double swerve after spring stress, amortisseur simultaneously A centre bolt it is provided with so that between amortisseur and bearing top board, keep a determining deviation between top and bearing top board.Additionally, The surrounding of seat top board lower surface is respectively welded a bolt, and the other end of bolt is each passed through the hole on 7 font angle steel tops and enters In angle steel, thus bolt imports in angle steel as motion guide rail, so can limit base panel and the motion of bearing top board Direction so that base panel and bearing top board can only carry out vertical displacement and cannot make horizontal displacement.Flexibility of the present utility model The base panel shape of shipping support can be adjusted according to prefabricated components shape, consequently facilitating diversification transport not similar shape The prefabricated components of shape, structure and material, it is achieved the recycling of flexible shipping support;Additionally, spring and shock-insulation rubber cushion replace The conventional lumps of wood or gunnysack, not only ruggedness strengthens, and is convenient for changing, it is possible to achieve cleaning, fast transportation.This flexibility The manufacture method of shipping support is easy, has preferably promotional value.
Accompanying drawing explanation
Fig. 1 is the plane graph of the flexible shipping support of precast concrete transport in this utility model one embodiment;
Fig. 2 is the A-A profile of the flexible shipping support of precast concrete transport in this utility model one embodiment;
Fig. 3 is the installation signal of the flexible shipping support of precast concrete transport in this utility model one embodiment Figure.
In figure:
10-precast concrete;20-flexibility shipping support;21-base panel;22-bearing top board;23-props up seat bottom Plate;30-bolt;40-angle steel;51-centre bolt;52-spring;The horizontal steel plate of 53-;54-spring fastening;60-shock-insulation rubber cushion; 70-high-strength bolt assembly.
Detailed description of the invention
Below in conjunction with the drawings and specific embodiments to the utility model proposes a kind of precast concrete transport soft Property shipping support is described in further detail.According to description below, advantage of the present utility model and feature will be apparent from.Below Accompanying drawing will be combined by cited embodiment, describe technology contents of the present utility model and feature in detail.Need to additionally illustrate, Accompanying drawing all uses the form simplified very much and all uses non-ratio accurately, only in order to aid in illustrating this practicality conveniently, lucidly The purpose of new embodiment.For sake of convenience, described below " on ", the upper and lower direction of D score and accompanying drawing consistent, but this The restriction of technical solutions of the utility model can not be become.
Embodiment one
The knot of the flexible shipping support of precast concrete of the present utility model transport is described in detail referring to figs. 1 to Fig. 3 Structure forms.
A kind of flexible shipping support of precast concrete transport, including: for supporting the base of precast concrete Plinth panel 21;It is fixed in the bearing top board 22 below base panel 21 by high-strength bolt assembly 70 level, bearing top board 22, four Being respectively welded bolt 30 week, symmetrically arranged base-plate 23 vertical with bearing top board 22, base-plate 23 passes through high-strength bolt Assembly 70 level is fixed on trailer plate, and base-plate 23 surrounding is respectively welded a vertically arranged angle steel 40, angle steel 40 upper end Offer the hole that can pass for corresponding bolt 20, say, that outstanding bolt 20 lower end set is vertically through the hole of angle steel 40 Hole is goed deep in angle steel 40;This flexibility shipping support also includes the amortisseur being located between bearing top board 22 and base-plate 23 (not shown), amortisseur bottom is welded to connect with base-plate 23, is provided with a center between amortisseur top and bearing top board 22 Bolt 51, the nut of centre bolt 51 exceeds amortisseur top one determining deviation so that amortisseur keeps certain with bearing top board 22 Spacing, the height of spring damper about 16cm in amortisseur.
Specifically, in order to reduce the slip of precast concrete 10 in transportation, jolting produces because of inertia Damage, is respectively provided with flexible shipping support 20 so that this flexibility shipping support 20 in the bottom surface of the trailer box transported and side Fix with precast concrete 10 and be connected.This flexibility shipping support 20 mainly absorbs buffering by the spring 52 of amortisseur The impact that precast concrete 10 is produced by automobile bumpiness.The spring 52 of amortisseur is positioned at bearing top board 22 and base-plate 23 Between.In order to concentrate conduction to spring 52 deadweight of the precast concrete 10 in transportation, prevent spring simultaneously Double swerve after 52 stress, is provided with a centre bolt 51 so that amortisseur and bearing between amortisseur top and bearing top board 22 A determining deviation is kept between top board 22.
It is preferred that amortisseur includes four Vertical Springs 52 and a horizontal steel plate 53, horizontal steel plate is positioned at four vertical bullets The top of spring 52 and be arrangeding in parallel with base-plate 23.In order to ensure the firmly installing property of spring 52, horizontal steel plate 53 and bearing On base plate 23, correspondence is welded with four spring fastenings 54 respectively, and the two ends of Vertical Spring 52 are fixing with spring fastening 52 respectively to be connected Connect.In order to draw materials conveniently, ensure the most flexible of spring 52 simultaneously and stretch, it is simple to spring 52 is steady with flexible shipping support 20 Fixed connection, spring fastening 52 is steel ring.
Meanwhile, use so that amortisseur repeats turnover, above bearing top board 22 by high-strength bolt assembly 70 even Connect a horizontally disposed base panel 21.This base panel 21 is used for fixing precast concrete 10, such that it is able to according in advance The shape of concrete component 10 processed adjusts the shape of base panel 21, such as, U-shaped style, consequently facilitating support concrete Soil component 10.
Certainly, in order to reduce the impact that precast concrete 10 is produced by automobile bumpiness further, can state respectively Paving shock-insulation rubber cushion 60 between the bearing top board 22 that base panel 21 upper surface and base panel 21 and overlapping are arranged.
Please continue to refer to Fig. 1 to Fig. 3, the flexible shipping support that precast concrete of the present utility model transports is described Manufacture method.
The manufacture method of the flexible shipping support of a kind of precast concrete transport, comprises the steps:
One, bearing top board 22, base-plate 23 and base panel 21 are made, and respectively at bearing top board 22 and base-plate The correspondence position of 23 offers bolt hole, uses high-strength bolt assembly by bearing top board 22 and the fixing connection of base panel 21.
Two, the upper surface in base panel 21 lays shock-insulation rubber cushion 60, can not only effectively reduce transportation in advance The abrasion of concrete component 10 processed, and precast concrete 10 slip relative with base panel 21 can be reduced, reduce Frictional force, plays cushioning effect.
Three, pertusate angle steel 40 is offered on two pairs of tops and be welded in the surrounding of base-plate 23 upper surface, this angle steel 40 It is 7 font angle steel, is equipped with into motion guide rail for the bolt 20 set outstanding with on bearing top board 22, thus plays restriction basis Panel 21 and the effect of bearing top board 22 direction of displacement.
Four, the surrounding at bearing top board 22 lower surface is respectively welded a bolt 20, and the other end of bolt 20 is each passed through 7 words The hole on type angle steel 40 top enters in angle steel 40, thus bolt 20 imports in 7 font angle steel 40 as motion guide rail, so Base panel 21 and the direction of motion of bearing top board 22 can be limited so that base panel 21 and bearing top board 22 can only erect Horizontal displacement cannot be made to displacement.
Five, mounting shock absorber, is connected fixing with a horizontal steel plate 53 for the four of amortisseur spring 52 tops, and by four The bottom of spring 52 is fixing with the spring fastening 54 on base-plate 23 to be connected, and is provided with one between amortisseur top and bearing top board Centre bolt 51.So, the deadweight of precast concrete 10 is conducted to spring 54 by centre bolt 51, it is achieved spring subtracts Shake, i.e. utilizes the impact that precast concrete 10 is produced by spring to absorb buffering automobile to jolt.
Six, lay shock-insulation rubber cushion 60 at base-plate 23 lower surface, and base-plate 23 is passed through high-strength with trailer plate Bolt assembly 70 is fixing to be connected.Shock-insulation rubber cushion 60 is set between base-plate 23 and trailer plate and can play cushioning effect.
Further, in order to save material, reduce cost, simultaneously work as preferable cushioning effect, it is ensured that overall stress is put down Weighing apparatus, bearing top board 22 and the consistency of thickness of base-plate 23, it is all higher than the thickness of horizontal steel plate 53.In the present embodiment, bearing The thickness of top board 22 and base-plate 23 can be 50mm, and the thickness of horizontal steel plate 53 is 20mm.
Certainly, in order to reduce cost, the thickness of shock-insulation rubber cushion is 50mm.
In sum, the flexible shipping support of precast concrete of the present utility model transport, at conventional rigid support On the basis of set up amortisseur, amortisseur is arranged between bearing top board and base-plate, and bearing top board and base panel overlap Fixing connection, base panel is used for connecting precast concrete, is absorbed in buffering transportation by the spring of amortisseur The impact that precast concrete is produced by automobile bumpiness.And for the deadweight by the precast concrete in transportation Concentrate conduction to spring, prevent double swerve after spring stress simultaneously, be provided with in one between amortisseur top and bearing top board Heart bolt so that keep a determining deviation between amortisseur and bearing top board.Additionally, the surrounding of bearing top board lower surface is respectively welded One bolt, the other end of bolt is each passed through the hole on 7 font angle steel tops and enters in angle steel, thus bolt imports in angle steel As motion guide rail, so can limit base panel and the direction of motion of bearing top board so that base panel and bearing top board Vertical displacement can only be carried out and horizontal displacement cannot be made.The base panel shape of flexible shipping support of the present utility model can root It is adjusted according to prefabricated components shape, consequently facilitating diversification ground transport difformity, structure and the prefabricated components of material, it is achieved The recycling of flexible shipping support;Additionally, spring and shock-insulation rubber cushion instead of the lumps of wood or the gunnysack of routine, the most durable Property strengthen, and be convenient for changing, it is possible to achieve cleaning, fast transportation.The manufacture method of this flexibility shipping support is easy, has relatively Promotional value well.
Foregoing description is only the description to this utility model preferred embodiment, not any limit to this utility model scope Fixed, any change that the those of ordinary skill in this utility model field does according to the disclosure above content, modification, belong to right and want Seek the protection domain of book.

Claims (6)

1. the flexible shipping support of a precast concrete transport, it is characterised in that include
One base panel, described base panel is used for supporting precast concrete;
One bearing top board, described bearing top board is fixed in the lower section of described base panel, described bearing by bolt assembly level Top board surrounding is respectively welded a bolt,
One base-plate, described base-plate is vertically symmetrical arranged with described bearing top board, and described base-plate passes through bolt water Putting down and be fixed on trailer plate, described base-plate surrounding is respectively welded a vertically arranged angle steel, and described angle steel upper end offers The hole that can pass for corresponding described bolt;
And it is located in the amortisseur between described bearing top board and described base-plate, described amortisseur bottom and described bearing Base plate is welded to connect, and is provided with a centre bolt, the spiral shell of described centre bolt between described amortisseur top and described bearing top board Cap exceeds described amortisseur top one determining deviation so that described amortisseur and described bearing top board keep a determining deviation.
The flexible shipping support of precast concrete the most according to claim 1 transport, it is characterised in that described damping Device includes four Vertical Springs and a horizontal steel plate, and described horizontal steel plate be arranged in parallel with described base-plate, described horizontal steel On plate and described base-plate, correspondence is welded with four spring fastenings respectively, the two ends of described Vertical Spring respectively with described spring Bearing is fixing to be connected.
The flexible shipping support of precast concrete the most according to claim 1 transport, it is characterised in that described basis Panel upper surface paving shock-insulation rubber cushion.
The flexible shipping support of precast concrete the most according to claim 1 transport, it is characterised in that described basis It is provided with shock-insulation rubber cushion between panel and adjacent described bearing top board.
The flexible shipping support of precast concrete the most according to claim 2 transport, it is characterised in that described spring Bearing is steel ring.
The flexible shipping support of precast concrete the most according to claim 1 transport, it is characterised in that described bearing Top board plate profile is form of grooves or plane form.
CN201620695914.9U 2016-07-05 2016-07-05 A kind of flexible shipping support of precast concrete transport Withdrawn - After Issue CN205854928U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620695914.9U CN205854928U (en) 2016-07-05 2016-07-05 A kind of flexible shipping support of precast concrete transport

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620695914.9U CN205854928U (en) 2016-07-05 2016-07-05 A kind of flexible shipping support of precast concrete transport

Publications (1)

Publication Number Publication Date
CN205854928U true CN205854928U (en) 2017-01-04

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106043942A (en) * 2016-07-05 2016-10-26 上海建工二建集团有限公司 Flexible freight transport support for transport of precast concrete unit and manufacturing method
CN109264157A (en) * 2018-08-15 2019-01-25 绿山高科建设科技有限公司 A kind of precast assembly reinforced concrete member transport device

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106043942A (en) * 2016-07-05 2016-10-26 上海建工二建集团有限公司 Flexible freight transport support for transport of precast concrete unit and manufacturing method
CN109264157A (en) * 2018-08-15 2019-01-25 绿山高科建设科技有限公司 A kind of precast assembly reinforced concrete member transport device

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AV01 Patent right actively abandoned

Granted publication date: 20170104

Effective date of abandoning: 20190111

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AV01 Patent right actively abandoned

Granted publication date: 20170104

Effective date of abandoning: 20190115

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