CN104624136B - A kind of be fixed on the basis of tower body flexible support/group and Analytic Tower device - Google Patents

A kind of be fixed on the basis of tower body flexible support/group and Analytic Tower device Download PDF

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Publication number
CN104624136B
CN104624136B CN201510004819.XA CN201510004819A CN104624136B CN 104624136 B CN104624136 B CN 104624136B CN 201510004819 A CN201510004819 A CN 201510004819A CN 104624136 B CN104624136 B CN 104624136B
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tower body
guide holder
basis
fixed
flexible support
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CN104624136A (en
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傅旭明
肖中元
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Zhongye Changtian International Engineering Co Ltd
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Zhongye Changtian International Engineering Co Ltd
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01JCHEMICAL OR PHYSICAL PROCESSES, e.g. CATALYSIS OR COLLOID CHEMISTRY; THEIR RELEVANT APPARATUS
    • B01J19/00Chemical, physical or physico-chemical processes in general; Their relevant apparatus
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01JCHEMICAL OR PHYSICAL PROCESSES, e.g. CATALYSIS OR COLLOID CHEMISTRY; THEIR RELEVANT APPARATUS
    • B01J19/00Chemical, physical or physico-chemical processes in general; Their relevant apparatus
    • B01J19/0053Details of the reactor
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01JCHEMICAL OR PHYSICAL PROCESSES, e.g. CATALYSIS OR COLLOID CHEMISTRY; THEIR RELEVANT APPARATUS
    • B01J3/00Processes of utilising sub-atmospheric or super-atmospheric pressure to effect chemical or physical change of matter; Apparatus therefor
    • B01J3/002Component parts of these vessels not mentioned in B01J3/004, B01J3/006, B01J3/02 - B01J3/08; Measures taken in conjunction with the process to be carried out, e.g. safety measures

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  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)
  • Supports For Pipes And Cables (AREA)

Abstract

The present invention relates to tower class body construction support technology field, it is specifically related to the tower body flexible support/group on the basis of a kind of being fixed on and Analytic Tower device, by increasing fixture freedom of motion in the horizontal plane, solve tower kind equipment fixed form in prior art and be only capable of realizing the technical problem that single direction is flexible.Including being positioned on the same tower body shaft section with plane right-angle coordinate x y location, directly or indirectly it is fastenedly connected with tower body side or bottom surface: fixing seat (1), the first guide holder (2), sliding seat (3) and the second guide holder (4);When tower body is fastenedly connected by said structure and basis, fixing seat (1), the first guide holder (2), sliding seat (3) and the position grouping of the second guide holder (4), need to meet tower body and be relatively fixed seat (1) and be provided simultaneously with x-axis direction and the one-movement-freedom-degree in y-axis direction.

Description

A kind of be fixed on the basis of tower body flexible support/group and Analytic Tower device
Technical field
The present invention relates to tower class body construction support technology field, be specifically related to the tower body flexible support/group on the basis of a kind of being fixed on and Analytic Tower device.
Background technology
Tower kind equipment common in the art specifically includes that with the type of attachment on basis the skirt shown in Fig. 1 is connected, the supporting leg shown in Fig. 2 connects and the journal stirrup connection shown in Fig. 3.The bottom of tower kind equipment and basis are realized fixing by foundation bolt by this three classes connected mode, and fixation principle is as shown in Figure 4.Due to being rigidly connected between tower and tower foundation, limit the relative displacement between tower and basis.In the industrial production, the tower kind equipments such as work vertical heat exchanger, Analytic Tower, absorption tower and distillation column at high temperature under high pressure, can expand under the effect of temperature and pressure or the change of shape such as contraction, when there is apparatus body expansion or shrinkage, the additional force produced can not be eliminated under the form of being rigidly connected, and fixture and apparatus body all can be caused a certain degree of harm by these additional stresses.
Structure shown in Fig. 5 is the improvement made for the fixed form of Fig. 4 in prior art, makes the fastening structure between equipment and basis there is limited flexibility.Being provided with the base plate with sliding recess in Fig. 5 between the bottom and basis of tower kind equipment and be provided with slide plate and the sliding support of lubricating layer, wherein the structure of base plate is as shown in Figure 6.Slide plate is two-layer, bilgeway welds with the base plate having sliding recess, and lower floor's sliding panel welds with lubricating layer, and lubricating layer has the sliding recess mated with base plate sliding recess, tower kind equipment, by sliding in groove, offsets expansion or the additional force of contraction distortion generation of single direction.But, can only there is limited flexibility in groove direction in the method, it is impossible to expansion from all directions or the additional force of contraction distortion generation are completely eliminated, and fixture and apparatus body can be caused a certain degree of harm by remaining additional force equally.
Analytic Tower of the prior art works in the environment of High Temperature High Pressure, the additional stress produced because of thermal expansion for release Analytic Tower, and the research and development to the multivariant flexible support of new construction become a kind of required.
Summary of the invention
(1) to solve the technical problem that
The present invention, by increasing fixture freedom of motion in the horizontal plane, solves the fixed form of tower kind equipment in prior art and is only capable of realizing the technical problem that single direction flexibility is fixing.
(2) technical scheme
In order to solve above-mentioned technical problem, the invention provides the tower body flexible support on the basis of a kind of being fixed on, including being positioned on the same tower body shaft section with plane right-angle coordinate x-y location, it is fastenedly connected with tower body side or bottom surface: fixing seat, the first guide holder, sliding seat and the second guide holder;Described fixing seat does not possess one-movement-freedom-degree in carrying;Described first guide holder has the one-movement-freedom-degree in x-axis direction in carrying;Described sliding seat has x-axis to the one-movement-freedom-degree with y-axis direction in carrying simultaneously;Described second guide holder has the one-movement-freedom-degree in y-axis direction in carrying;Described basic and described tower body realizes being connected by described fixing seat, the first guide holder, sliding seat and the second guide holder, described fixing seat, the first guide holder, sliding seat and the position grouping of the second guide holder during connection, need to meet the most described fixing seat of described tower body and be provided simultaneously with x-axis direction and y-axis direction one-movement-freedom-degree.
Preferably, the quantity of described fixing seat, the first guide holder, sliding seat and the second guide holder is respectively one, and its restraint location forms plane quadrilateral, and in described plane quadrilateral, described fixing seat and sliding seat are diagonally arranged.
Preferably, also including that truss, described truss are fastenedly connected with described tower body, described truss is plane polygon structure;At described fixing seat, the first guide holder, sliding seat and the second guide holder extended line end points at the end points of described plane polygon or at described plane polygon corresponding endpoint respectively, realize being fastenedly connected with described truss.
Preferably, the structure of described first guide holder and the second guide holder includes: upper sliding plate, lower slider plate and base plate;The lower surface of described upper sliding plate and the upper surface smooth contact of lower slider plate, the upper surface of described upper sliding plate is fastenedly connected with described tower body;Described base plate is provided with the guide chute that groove depth can limit described upper sliding plate and lower slider plate slides along single rectilinear direction, and the lower surface of described lower slider plate is fastenedly connected with described guide chute.
Preferably, described sliding seat includes: upper sliding plate, lower slider plate and plane bottom plate;Described plane bottom plate is fastenedly connected with the lower surface of described lower slider plate;The upper surface of described upper sliding plate is fastenedly connected with described tower body.
Preferably, the lower surface of described fixing seat, the first guide holder, sliding seat and the second guide holder is all by realizing being fastenedly connected along the elastic compensating device of gravity direction elastic compensating with described basis.
In order to solve above-mentioned technical problem, the invention provides a kind of tower body flexibility fixed support group, described tower body flexibility fixed support group by multiple be fixed on foregoing on the basis of tower body flexible support form;Wherein, it is positioned at the tower body flexible support on the basis of being fixed on described in tower body bottom and described elastic compensating device is not installed.
Preferably, described in be fixed on the basis of the quantity of tower body flexible support be two, above described in be fixed on the basis of tower body flexible support be provided with elastic compensating device.
In order to solve above-mentioned technical problem, the invention provides a kind of Analytic Tower device, described Analytic Tower is realized and the flexibly connecting of described basis by the tower body flexible support on the basis of being fixed on foregoing or foregoing tower body flexibility fixed support group.
(3) beneficial effect
The present invention is relatively fixed seat with the use of, it is achieved tower body is provided simultaneously with the one-movement-freedom-degree of two vertical direction in plane by fixing seat, the first guide holder, sliding seat and the second guide holder, further increases the flexibility that tower body is fixing.Self-expanding can be discharged tower body by the increase spent and expand and shrink and be added to the active force of fixed support device, and then fixed support device is realized further protection.
In the preferred version of the present invention, by installing elastic compensating device additional in the lower surface of fixing seat, the first guide holder, sliding seat and the second guide holder, it is connected with realizing further elasticity between basis, for the highest, bear the bigger tower body of wind load and further structural support is provided.
In the preferred version of the present invention, the first guide holder and the sliding panel structure of the second guide holder employing band gathering sill, simple in construction, solid and reliable.
In the preferred version of the present invention, sliding seat makes it have, to the spacing of lower slider plate, the free sliding degree arbitrarily slided along in-plane by releasing on base plate so that it is motion fitness is further enhanced.
In the preferred version of the present invention, tower body flexibility fixed support group, by multiple aforementioned be fixed on the basis of tower body flexible support with the use of, tower body is formed further firm flexible support.
In the preferred version of the present invention, Analytic Tower device, selecting the tower body flexible support on the basis of being fixed on foregoing or foregoing tower body flexibility fixed support group to realize, the flexibility to Analytic Tower is firm supports, and the Analytic Tower device of operation under high temperature and high pressure environment is formed the structural support further adapting to tower body expansion or shrinkage.
Accompanying drawing explanation
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, the accompanying drawing used required in embodiment or description of the prior art will be briefly described below, apparently, accompanying drawing in describing below is only some embodiments of the present invention, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is the structural representation that in prior art, tower kind equipment uses skirt to be connected with basis;
Fig. 2 is the structural representation that in prior art, tower kind equipment uses supporting leg to be connected with basis;
Fig. 3 is the structural representation that in prior art, tower kind equipment uses journal stirrup to be connected with basis;
Fig. 4 is that in prior art, structure shown in Fig. 1~3 uses foundation bolt fixed structure schematic diagram;
Fig. 5 is to use unidirectional slide plate to realize the structural representation that limited flex is fixing in prior art;
Fig. 6 is to use unidirectional slide plate to realize the base arrangement schematic diagram that limited flex is fixing in prior art;
Fig. 7 is the embodiment of the present invention one medium-height trestle structural representation;
Fig. 8 is the embodiment of the present invention two medium-height trestle structural representation;
Fig. 9 is the embodiment of the present invention three medium-height trestle structural representation;
Figure 10 is the embodiment of the present invention four medium-height trestle structural representation;
Figure 11 is the first guide holder and the second guide seat structure schematic diagram in the embodiment of the present invention one to four;
Figure 12 is sliding seat structural representation in the embodiment of the present invention one to four;
Figure 13 is to fix seat in the embodiment of the present invention one to four to be fastenedly connected schematic diagram with truss;
Figure 14 is to fix seat in the embodiment of the present invention one to four to be fastenedly connected schematic diagram with basis;
Figure 15 is that in the embodiment of the present invention one to four, first guide holder or the second guide holder are fastenedly connected rear structural representation with basis;
Figure 16 is Analytic Tower structural representation of the present invention;
Figure 17 is the structural representation of the elastic compensating device of the present invention;
Figure 18 is provided with the structural representation of the elastic compensating device of locking nut;
Figure 19 is the structural representation of the multiple elastic compensating devices sharing same pressing plate, shell and base plate;
In Fig. 7~19: 1, fixing seat;2, the first guide holder;3, sliding seat;4, the second guide holder;5, truss;6, upper sliding plate;7, lower slider plate;8, base plate;9, plane bottom plate;10, elastic compensating device;11, tower body is resolved;12, tower body flexibility fixed support group.
Detailed description of the invention
Below in conjunction with Figure of description and embodiment, the detailed description of the invention of the present invention is described in further detail.Following example are merely to illustrate the present invention, but can not be used for limiting the scope of the present invention.
The present invention provides a kind of tower body flexible support on the basis of being fixed on, it is suitable for indirectly being fastenedly connected on the same tower body shaft section of tower body side directly or by stent-like structure such as truss, and is indirectly fastenedly connected on tower body bottom surface directly or by stent-like structure such as truss.Including: fixing seat the 1, first guide holder 2, sliding seat 3 and the second guide holder 4;The quantity of fixing seat the 1, first guide holder 2, sliding seat 3 and the second guide holder 4 is one or more.
For preferably describing the one-movement-freedom-degree of the composition flexible support bracket fastened parts of tower body, select, with fixing seat 1 as initial point, the flexible support bracket fastened mounting plane of tower body to set up plane right-angle coordinate x-y.In coordinate system, fixing seat 1 does not possess one-movement-freedom-degree in carrying;First guide holder 2 has the one-movement-freedom-degree in x-axis direction in carrying;Sliding seat 3 has x-axis to the one-movement-freedom-degree with y-axis direction in carrying simultaneously;Second guide holder 4 has the one-movement-freedom-degree in y-axis direction in carrying.
Wherein, a kind of version of the first guide holder 2 or the second guide holder 4 as shown in figure 11, in the structure, including upper sliding plate 6, lower slider plate 7 and base plate 8;The lower surface of upper sliding plate 6 and the upper surface smooth contact of lower slider plate 7, the upper surface of upper sliding plate 6 is directly or indirectly fastenedly connected with described tower body;Base plate 8 is provided with the guide chute that groove depth can limit described upper sliding plate 6 and lower slider plate 7 slides along single rectilinear direction, and the lower surface of lower slider plate 7 is fastenedly connected with guide chute;First guide holder 2 or the second guide holder 4 are with basic a kind of type of attachment as shown in figure 15.
Wherein, a kind of version of sliding seat 3 as shown in figure 12, in the structure, including upper sliding plate 6, lower slider plate 7 and plane bottom plate 9;Described plane bottom plate 9 is fastenedly connected with the lower surface of lower slider plate 7;The upper surface of described upper sliding plate 6 is directly or indirectly fastenedly connected with described tower body.
Wherein, as shown in figure 13, fixing a kind of type of attachment between seat 1 and basis is as shown in figure 14 for fixing a kind of type of attachment between seat 1 and truss.
Basis realizes having being fastenedly connected of flexibility with tower body directly or indirectly through fixing seat the 1, first guide holder 2, sliding seat 3 and the second guide holder 4;During connection, after selected one or more fixing seat the 1, first guide holder 2, sliding seat 3 and the second guide holder 4 carries out position grouping, tower body need to be met and be relatively fixed seat 1 (fixing seat 1 only selects 1) or the plane right-angle coordinate x-y set up with one of them fixing seat 1 (fixing seat 1 is when same chassis plane is selected multiple simultaneously), be provided simultaneously with x-axis direction and the one-movement-freedom-degree in y-axis direction.
Embodiment one:
Shown in Fig. 7, the present invention is a kind of be fixed on the basis of the structure top view of tower body flexible support, tower body flexibility fixed support is formed by fixing seat the 1, first guide holder 2, sliding seat 3 and each one of the second guide holder 4;Fixing seat the 1, first guide holder 2, sliding seat 3 and the second guide holder 4 are by being fastenedly connected one entirety of formation with truss 5, and truss 5 realizes being fastenedly connected by clamp device and tower body.In figure, fixing seat 1 is positioned at the lower left corner of truss 5, is fastenedly connected with basis, does not possess the freedom of motion of any direction;First guide holder 2 is positioned at the lower right corner of truss 5, possesses the one-movement-freedom-degree of left and right directions;Sliding seat 3 is positioned at the upper right corner of truss 5, is provided simultaneously with the one-movement-freedom-degree of left and right directions and fore-and-aft direction;Second guide holder 4 is positioned at the upper left corner of truss 5, is provided simultaneously with the one-movement-freedom-degree of fore-and-aft direction;If with fixing seat 1 as initial point, plane right-angle coordinate x-y is set up at this vertical view chassis plane, x-axis is left and right directions, y-axis is fore-and-aft direction, and this tower body flexibility fixed support is fastened on tower body, realizing the support between tower body and basis, this tower body flexibility fixed support possesses to meet and realizes tower body along the x-axis direction and the y-axis direction work requirements that arbitrarily expands and shrink.This tower body flexibility fixed support can discharge the additional stress that support member is applied by work tower body at high temperature under high pressure in time, and then support member is formed sufficient structural defence.
Embodiment two:
The present invention shown in Fig. 8~10 is a kind of be fixed on the basis of the structure top view of tower body flexible support, on the basis of embodiment one, the deployed position that the parts selected are fixed seat the 1, first guide holder 2, sliding seat 3 and the second guide holder 4 is adjusted, the technique effect same with embodiment one can be realized, it is suitable for according to specifically used needs, fixing seat 1 is arranged on desired position.
Further, the present invention is a kind of be fixed on the basis of tower body flexible support formed support time, the quantity of fixing seat the 1, first guide holder 2, sliding seat 3 and the second guide holder 4 is one or more, is encompassed by the middle of scope of the presently claimed invention according to the selection of the various combination done by the real needs of the sectional view of tower body on concrete load plane.
Further, the present invention is a kind of be fixed on the basis of tower body flexible support formed support time, truss 5 optionally structure member, selected fixing seat the 1, first guide holder 2, sliding seat 3 and the second guide holder 4 can be directly anchored on tower body sidewall or tower body base tower body is formed planar support, on same supporting plane, all selections are encompassed by the middle of scope of the presently claimed invention including at least the supporting construction of fixing seat the 1, first guide holder 2, sliding seat 3 and each 1 of the second guide holder 4.
Further, in the present invention, the structure of the first guide holder 2 and the second guide holder 4 is not limited to the structure shown in Figure 11, and all rod guide supports structures with single rectilinear direction guide effect are encompassed by the middle of scope of the presently claimed invention.
Further, in the present invention, the structure of sliding seat 3 is not limited to the structure shown in Figure 12, and all sliding seat supporting constructions with any direction one-movement-freedom-degree in plane are encompassed by the middle of scope of the presently claimed invention.
Further, the present invention fixes the structure of seat 1 be not limited to the structure shown in Figure 13 and Figure 14 to use bolt to realize fixing, all can directly or indirectly realization fixes tower body, and the fixing seat supports structure not having any direction one-movement-freedom-degree is encompassed by the middle of scope of the presently claimed invention.
Embodiment three:
Shown in Figure 16, the present invention provides a kind of tower body flexible support group on the basis of being fixed on, and tower body 11 is formed more firm flexible support.In the present embodiment three, the present invention select two groups to be fixed on the basis of tower body flexible support 12, wherein the tower body flexibility fixed support in the middle part of tower body 11 is provided with elastic compensating device 10 between itself and basis, supports the further structural support of offer for tower body 11 in the flexible carrying of vertical direction.
Further, one of version of elastic compensating device 10 selected by the present invention is as shown in Figure 17 and Figure 18.In Figure 17, elastic compensating device 10 includes: top board 1-1, pressing plate 4-4, resilient cushioning element 5-5, base plate 7-7, shell 6-6, loading post 2-2 and some bolt 3-3 that adjusts.Loading post 2-2, pressing plate 4-4 and resilient cushioning element 5-5 are arranged in shell 6-6, and shell 6-6 is fastenedly connected with base plate 7-7;Resilient cushioning element 5-5 is between base plate 7-7 upper surface and pressing plate 4-4 lower surface, and its elastic reaction end face contacts with pressing plate 4-4 lower surface with base plate 7-7 upper surface respectively;Pressing plate 4-4 is provided with the guide position limiter limiting its stroke, and loading post 2-2 is fastenedly connected with described pressing plate 4-4;It is fastenedly connected with top board 1-1 on loading post 2-2;Shell 6-6 sidewall is provided with graduation indication parts 8-8, load for being born top board provides numerical value instruction, for the shift length quantified by predetermined load to pressing plate 4-4, accurately control the elastic deformation error after precommpression within the range of error that predetermined load amount allows.
In Figure 18, set up locking nut 9-9, further enhance locking effect.Pressing plate 4-4, centre is provided with the tapped through hole that the external screw thread with loading post 2-2 matches;Edge is provided with the guide and limit projection 10-10 matched with shell 6-6, shell 6-6 is provided with matched guide and limit chute 11-11, guide and limit projection 10-10 and guide and limit chute 11-11 accordingly and collectively constitutes the guide position limiter limiting pressing plate 4-4 activity space.
Further, the two of the version of the elastic compensating device 10 selected by the present invention are as shown in figure 19.In figure, elastic compensating device 10 is formed after being shared same pressing plate 4-4, shell 6-6 and base plate 7-7 by multiple elastic compensating devices.The bearing capacity of axial damping can be improved further.
Further, the elastic compensating device 10 that the present invention selects is not limited to the structural style shown in Figure 16~19, all elastic compensatings that can realize, and elastic compensating device used in this invention can be answered all should to contain in the middle of scope of the presently claimed invention.
Further, the present invention is a kind of be fixed on the basis of tower body flexible support group used be fixed on the basis of the quantity of tower body flexible support 12 be not limited to two, according to actual support use needs, any number of be fixed on the basis of tower body flexible support 12 formed be fixed on the basis of tower body flexible support group all should contain in the middle of scope of the presently claimed invention.
Embodiment four:
Shown in Figure 16, the present invention provides a kind of Analytic Tower device, housing structure is illustrated as shown in tower body 11 in figure, and Analytic Tower is realized and the flexibly connecting of described basis by the tower body flexible support 12 on the basis of being fixed on foregoing or foregoing tower body flexibility fixed support group.Should be appreciated that for Analytic Tower device, other building blocks of functions can use prior art to realize, and not this Applicant's Abstract graph central inventive point place, therefore repeat no more herein.
Embodiment of above is merely to illustrate the present invention, rather than limitation of the present invention.Although the present invention being described in detail with reference to embodiment, it will be understood by those within the art that, technical scheme is carried out various combination, amendment or equivalent, without departure from the spirit and scope of technical solution of the present invention, all should contain in the middle of scope of the presently claimed invention.

Claims (9)

1. one kind be fixed on the basis of tower body flexible support, it is characterised in that include being positioned at On the same tower body shaft section of plane right-angle coordinate x-y location, fasten with tower body side or bottom surface Connect: fixing seat (1), the first guide holder (2), sliding seat (3) and the second guide holder (4); Described fixing seat (1) does not possess one-movement-freedom-degree in carrying;Described first guide holder (2) There is in carrying the one-movement-freedom-degree in x-axis direction;The while that described sliding seat (3) being in carrying There is x-axis to the one-movement-freedom-degree with y-axis direction;Described second guide holder (4) is in carrying There is the one-movement-freedom-degree in y-axis direction;Described basic with described tower body by described fixing seat (1), First guide holder (2), sliding seat (3) and the second guide holder (4) realize connecting, during connection Described fixing seat (1), the first guide holder (2), sliding seat (3) and the second guide holder (4) Position grouping, the most described fixing seat of described tower body (1) need to be met and be provided simultaneously with x-axis direction And the one-movement-freedom-degree in y-axis direction.
The most according to claim 1 a kind of be fixed on the basis of tower body flexible support, its Being characterised by, described fixing seat (1), the first guide holder (2), sliding seat (3) and second are led Being respectively one to the quantity of seat (4), its restraint location forms plane quadrilateral, in described plane In tetragon, described fixing seat (1) and sliding seat (3) are diagonally arranged.
The most according to claim 1 a kind of be fixed on the basis of tower body flexible support, its It is characterised by, also includes that truss (5), described truss (5) are fastenedly connected with described tower body, institute Stating truss (5) is plane polygon structure;Described fixing seat (1), the first guide holder (2), Sliding seat (3) and the second guide holder (4) are respectively at the end points of described plane polygon or institute State at the extended line end points at plane polygon corresponding endpoint, realize fastening with described truss (5) Connect.
The most according to claim 1 a kind of be fixed on the basis of tower body flexible support, its Being characterised by, the structure of described first guide holder (2) and the second guide holder (4) including: on Sliding panel (6), lower slider plate (7) and base plate (8);The lower end of described upper sliding plate (6) Face and the upper surface smooth contact of lower slider plate (7), the upper surface of described upper sliding plate (6) It is fastenedly connected with described tower body;Described base plate (8) is provided with groove depth can limit described upper sliding plate And the guide chute that slides along single rectilinear direction of lower slider plate (7), described lower slider (6) The lower surface of plate (7) is fastenedly connected with described guide chute.
The most according to claim 4 a kind of be fixed on the basis of tower body flexible support, its Being characterised by, described sliding seat (3) including: upper sliding plate (6), lower slider plate (7) and Plane bottom plate (9);Described plane bottom plate (9) is tight with the lower surface of described lower slider plate (7) It is solidly connected;The upper surface of described upper sliding plate (6) is fastenedly connected with described tower body.
6., according to Claims 1 to 5 item, the tower body on the basis of being fixed on described in any one is flexible Support, it is characterised in that described fixing seat (1), the first guide holder (2), sliding seat (3) All filled by the elastic compensating along gravity direction elastic compensating with the lower surface of the second guide holder (4) Put (10) to realize being fastenedly connected with described basis.
7. a tower body flexibility fixed support group, it is characterised in that fixing of described tower body flexibility Frame group is propped up by the tower body flexibility on the basis of being fixed on according to any one of multiple claim 1~6 Frame forms;Wherein, the tower body flexible support on the basis of being fixed on described in tower body bottom it is positioned at Tower body flexible support on the basis of being fixed on according to any one of Claims 1 to 5.
A kind of tower body flexibility fixed support group the most according to claim 7, it is characterised in that Described be fixed on the basis of the quantity of tower body flexible support be two, above is described solid Tower body flexible support on the basis of being scheduled on is provided with elastic compensating device.
9. an Analytic Tower device, including resolving tower body (11), it is characterised in that described solution Analysis tower by the tower body flexible support on the basis of being fixed on according to any one of claim 1~6 or Tower body flexibility fixed support group described in claim 7 or 8 realizes connecting with the flexible of described basis Connect.
CN201510004819.XA 2015-01-06 2015-01-06 A kind of be fixed on the basis of tower body flexible support/group and Analytic Tower device Active CN104624136B (en)

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CN203500781U (en) * 2013-09-12 2014-03-26 北京航天益森风洞工程技术有限公司 Slidable horizontal container support

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Publication number Priority date Publication date Assignee Title
CN2733139Y (en) * 2004-10-27 2005-10-12 上海新奇五金有限公司 Novel sliding seat
CN201649292U (en) * 2009-12-22 2010-11-24 上海磁浮交通发展有限公司 Three-way adjustable shock isolation ball type steel support
CN103307364A (en) * 2013-06-14 2013-09-18 镇江奇佩支吊架有限公司 Slidable hanger
CN203500781U (en) * 2013-09-12 2014-03-26 北京航天益森风洞工程技术有限公司 Slidable horizontal container support

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