CN211621218U - Adjustable track beam frame beam platform - Google Patents

Adjustable track beam frame beam platform Download PDF

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Publication number
CN211621218U
CN211621218U CN201921850963.5U CN201921850963U CN211621218U CN 211621218 U CN211621218 U CN 211621218U CN 201921850963 U CN201921850963 U CN 201921850963U CN 211621218 U CN211621218 U CN 211621218U
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China
Prior art keywords
sliding
base
roof beam
sliding block
track
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CN201921850963.5U
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Chinese (zh)
Inventor
秦寰宇
余兴胜
彭华春
李靖
柏华军
李波
闫俊锋
夏文俊
陈耀春
刘珺
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China Railway Siyuan Survey and Design Group Co Ltd
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China Railway Siyuan Survey and Design Group Co Ltd
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Priority to CN201921850963.5U priority Critical patent/CN211621218U/en
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Abstract

The utility model provides a track roof beam frame roof beam platform with adjustable, including can installing the base on the pier and the location strorage device that supplies the track roof beam to lay, still including installing in at least two sets of adjustment mechanism on the base, each adjustment mechanism supports fixedly location strorage device and interval distribution in the base with between the location strorage device, each adjustment mechanism is including following the bridge to and the horizontal bridge to the slip subassembly that removes, the slip subassembly supports location strorage device. The utility model discloses a frame roof beam platform can the gesture of accurate control track roof beam on the pier, can need not accurate control track roof beam when lifting by crane construction track roof beam, can greatly reduced track roof beam hang and get the degree of difficulty, and can satisfy the installation accuracy requirement of track roof beam, easily control, convenient adjustment, frame roof beam platform can used repeatedly in addition, and the economic nature is also relatively good.

Description

Adjustable track beam frame beam platform
Technical Field
The utility model relates to a track traffic especially relates to a track roof beam frame beam platform with adjustable.
Background
At present, a straddle type monorail track beam frame adopts a method of firstly falling the beam to a designated position and then adjusting the transverse inclination angle of the track beam so as to form a bridge line type. On one hand, the prior art has high requirements on the precision of the falling beam of the track beam and great construction difficulty; on the other hand, it is also difficult to adjust the transverse inclination angle of the track beam directly by using the jack.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a track roof beam frame roof beam platform with adjustable, it is more troublesome problem when erectting to aim at being used for solving current track roof beam.
The utility model discloses a realize like this:
the utility model provides a track roof beam frame roof beam platform with adjustable, including can installing the base on the pier and the location strorage device that supplies the track roof beam to lay, still including installing in at least two sets of adjustment mechanism on the base, each adjustment mechanism supports fixedly location strorage device and interval distribution in the base with between the location strorage device, each adjustment mechanism is including following the bridge to and the horizontal bridge to the slip subassembly that removes, the slip subassembly supports location strorage device.
Further, the adjusting mechanism further comprises a vertically arranged telescopic rod, and the telescopic rod is arranged on the sliding assembly and supports and fixes the positioning and storing device.
Furthermore, the number of the telescopic rods of each adjusting mechanism is two, and the two telescopic rods are arranged at intervals along the transverse bridge direction.
Furthermore, the adjusting mechanisms are two groups, and the two groups of adjusting mechanisms are arranged between the base and the positioning storage device along the bridge direction.
Further, the slip subassembly including set up in first slide on the base, slide set up in first slider on the first slide, set up in second slide on the first slider and slide set up in second slider on the second slide, first slide perpendicular to the second slide, first slide is in the same direction as bridge or horizontal bridge, just the second slider supports location strorage device.
Furthermore, the sliding assembly further comprises a first sliding support rod arranged on the base and used for pushing the first sliding block to move along the first slideway, and a second sliding support rod arranged on the first sliding block and used for pushing the second sliding block to move along the second slideway.
Specifically, along a first slide way direction, first sliding support rods are arranged on two sides of the first sliding block, the first sliding support rods are detachably connected with the base, and the first sliding support rods are spiral support rods.
Specifically, along a second slide way direction, second sliding support rods are arranged on two sides of the second sliding block, the second sliding support rods are detachably connected with the first sliding block, and the second sliding support rods are spiral support rods.
The utility model discloses following beneficial effect has:
the utility model discloses in, when installing the track roof beam to the mound top of pier, install the track roof beam to the frame roof beam platform earlier, the frame roof beam platform is whole to the isolating construction, its pedestal mounting is to the bridge on, and location strorage device then is used for installing the location track roof beam, and remove with the pier through the relative base of adjustment mechanism control location strorage device and track roof beam, and then can reach the effect of adjustment track roof beam gesture on the pier, for example can control track roof beam edgewise bridge to or cross-bridge to the removal, thereby can the position of accurate control track roof beam on the pier. Through the beam erecting platform with the structure, the construction track beam can be lifted without accurately controlling the track beam, the difficulty of lifting the track beam can be greatly reduced, the installation precision requirement of the track beam can be met, the control is easy, the adjustment is convenient, the beam erecting platform can be repeatedly used, and the economical efficiency is good.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to the drawings without creative efforts.
Fig. 1 is a schematic structural view illustrating a track beam provided in an embodiment of the present invention as a simply supported beam installed on a pier through an adjustable track beam platform;
fig. 2 is a schematic structural view illustrating a track beam provided as a continuous beam by an adjustable track beam platform installed on a pier according to an embodiment of the present invention;
fig. 3 is a schematic structural view of an adjustable track beam-frame beam platform according to an embodiment of the present invention;
fig. 4 is a schematic structural diagram of an adjusting mechanism of an adjustable track beam-frame beam platform according to an embodiment of the present invention;
fig. 5 is a top view of an adjusting mechanism of an adjustable track beam-mounted beam platform according to an embodiment of the present invention;
fig. 6 is a schematic structural view of a first sliding support and a second sliding support of an adjustable track beam-mounted beam platform according to an embodiment of the present invention;
fig. 7 is a schematic structural view of a positioning storage device according to an embodiment of the present invention;
fig. 8 is a top view of a positioning storage device according to an embodiment of the present invention;
fig. 9 is a schematic structural view of the connection block of the positioning storage device according to the embodiment of the present invention cooperating with the horizontal support;
fig. 10 is a schematic structural view illustrating the connection block of the positioning storage device according to the embodiment of the present invention being engaged with the baffle plate slide rail;
fig. 11 is a schematic structural view of the positioning storage device and the track beam according to the embodiment of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
Referring to fig. 1-3, the embodiment of the present invention provides an adjustable track beam frame beam platform 1, which can be used to assist the installation of a track beam 2 on a pier 3, and specifically includes a base 11 and a positioning storage device, wherein the base 11 is used to be installed on the pier top of the pier 3, i.e. the base 11 is fixed to the pier 3, and the positioning storage device is used to install and fix the track beam 2. Generally speaking, when the pier top of the pier 3 meets the size requirement along the bridge direction, the base 11 can be directly fixed on the pier top of the pier 3, certainly, the base 11 and the pier top are detachably connected, when the size of the pier top of the pier 3 does not meet the requirement, the bracket 31 is installed at the pier top of the pier 3, the base 11 is detachably installed on the bracket 31, in addition, when the pier 3 is a simple beam or a continuous beam (formed by combining a plurality of track beams 2), the bracket 31 is arranged on one side of the pier 3 along the bridge direction, otherwise, the brackets 31 are arranged on both sides of the pier 3. Of course, also be removable connection structure between location strorage device and track roof beam 2, when adopting frame roof beam platform 1 to install track roof beam 2, location strorage device and track roof beam 2 are overall structure, and then adopt adjustment mechanism 13 to be connected between base 11 and the location strorage device, when using, location strorage device is located the base 11 directly over, installed at least two sets of adjustment mechanism 13 on base 11, adjustment mechanism 13 supports fixed position strorage device, and adjustment mechanism 13 interval distribution is between base 11 and location strorage device, specifically, each adjustment mechanism 13 all includes sliding assembly 14, sliding assembly 14 supports location strorage device, and can be along following bridge direction and horizontal bridge direction removal. The utility model discloses in, location strorage device passes through adjustment mechanism 13 with base 11 and separates, adjustment mechanism 13 part is connected with location strorage device, partly is connected with base 11, and because sliding assembly 14 can be followed in the same direction as the bridge to with the cross bridge to the removal, thereby can realize location strorage device and the adjustment of track roof beam 2 corresponding position in the same direction as the bridge to with the cross bridge to the position on it, in order to reach the purpose of 2 gesture accurate adjustment of track roof beam, not only can realize 2 horizontal direction rectilinear movement of track roof beam here, and because same track roof beam 2 probably is fixed a position by a plurality of location strorage device, adopt a plurality of frame roof beam platform 1 erection site to a plurality of piers 3 promptly, then can be through adjusting the position of each location strorage device in order to realize the torsion on the 2 horizontal direction of track roof beam. From this, the frame roof beam platform 1 through setting up this kind of structure can weaken the required precision when track roof beam 2 hoists, compares traditional track roof beam 2's hoist and mount degree of difficulty greatly reduced, and easily adjusts when adjusting track roof beam 2 gesture, convenient control, and frame roof beam platform 1 can used repeatedly in addition, and economy is than better.
Referring to fig. 3 and 4, in order to optimize the above embodiment, the adjusting mechanism 13 further includes a telescopic rod 131, and the telescopic rod 131 is vertically installed on the sliding assembly 14 and can support and fix the storage device. In this embodiment, adjustment mechanism 13's regulation mode has been increased, telescopic link 131 can adopt the jack, it is installed on slip subassembly 14, and the top is connected fixedly with location strorage device, specifically, slip subassembly 14 is located base 11, and telescopic link 131 is located slip subassembly 14 and supports location strorage device, slip subassembly 14 can drive telescopic link 131 along the bridge to or horizontal bridge to the removal from this, and then drive location strorage device and track roof beam 2 synchronous motion above that by telescopic link 131, telescopic link 131 can also realize the ascending removal in the vertical direction of location strorage device through vertical flexible in addition, with the elevation of adjustment track roof beam 2, the adjustment through different position location strorage device vertical direction in the same way, also can realize the regulation at track roof beam 2 angle of inclination.
In order to optimize the above embodiment, two telescopic rods 131 are provided for each adjusting mechanism 13, the two telescopic rods 131 are arranged at intervals along the transverse bridge direction, the two adjusting mechanisms 13 are provided in two groups, and the two groups of adjusting mechanisms 13 are arranged between the base 11 and the positioning and storing device along the bridge direction. The two sets of adjusting mechanisms 13 are two sets, which means that each beam platform 1 has two sets of adjusting mechanisms 13, and each beam platform 1 has four telescopic rods 131 to support, position and store the device, and the telescopic rods 131 are distributed at intervals and stressed evenly to stably support, position and store the device.
Referring to fig. 4 and fig. 5 again, as an embodiment of the present invention, the sliding assembly 14 includes a first slide rail 141, a first slide block 142, a second slide rail 143, and a second slide block 144, wherein the first slide rail 141 is disposed on the base 11, the first slide block 142 is slidably disposed on the first slide rail 141, that is, the first slide block 142 is movable along the first slide rail 141, the second slide rail 143 is disposed on the first slide block 142, the second slide block 144 is slidably disposed on the second slide rail 143, that is, the second slide block 144 is movable along the second slide rail 143, the second slide block 144 supports the positioning storage device, specifically, the two telescopic rods 131 are disposed on the second slide block 144, the second slide block 144 supports the positioning storage device through the telescopic rods 131, the first slide rail 141 is perpendicular to the second slide rail 143, wherein the first slide rail 141 is in a bridge-oriented direction, the second slide rail 143 is in a transverse bridge-oriented direction, or the first slide rail 141 is in a transverse bridge-oriented direction, the second slideway 143 is bridge-wise. Generally, the first slider 142 is approximately square, and the second slider 144 is long and located at the middle of the first slider 142. The two first sliding blocks 142 are arranged on the upper surface of the base 11 side by side, the two first sliding blocks 142 are spaced apart, and the two second sliding blocks 144 are parallel.
Referring to fig. 5 and 6, the structure of the sliding assembly 14 is further refined, which further includes a first sliding support rod 145 and a second sliding support rod 146, wherein the first sliding support rod 145 is disposed on the base 11 and can push the first sliding block 142 to move along the first sliding way 141, and the second sliding support rod 146 is disposed on the first sliding block 142 and can be used to push the second sliding block 144 to move along the second sliding way 143. The first sliding support rod 145 and the second sliding support rod 146 may both adopt a spiral support rod structure form, and include a sleeve 147 and a screw 148 at least partially extending into the sleeve 147 and in threaded connection with the sleeve 147, wherein the sleeve 147 of the first sliding support rod 145 is installed on the base 11, one end of the screw 148 extends into the sleeve 147, and the other end of the screw 148 abuts against the first sliding block 142, and the first sliding block 142 can be pushed to move along the first slideway 141 by rotating the screw, so that the first sliding support rod 145 is arranged parallel to the first slideway 141, and similarly, the sleeve 147 of the second sliding support rod 146 is installed on the first sliding block 142, one end of the screw 148 extends into the sleeve 147, and the other end abuts against the second sliding block 144, and the second sliding block 144 can be pushed to move along the second slideway 143 by rotating the screw 148. For such a structure, along the extending direction of the first sliding track 141, the first sliding support rods 145 are disposed on both sides of the first sliding block 142, and each first sliding support rod 145 should be detachably mounted on the base 11, because the first sliding block 142 is driven to move by pushing, the first sliding support rod 145 on one side of the moving direction of the first sliding block 142 should be removed, and the screw rod of the first sliding support rod 145 on the other side should be rotated, so that the screw rod 148 extends out of the corresponding sleeve 147, and the first sliding block 142 is driven to move along the first sliding track 141, and when the first sliding block 142 is moved to a proper position, the first sliding support rod 145 on the moving side of the first sliding block 142 is remounted to position the first sliding block 142. Generally, two first sliding support rods 145 are disposed on the same side of the first sliding block 142, and the two first sliding support rods 145 push the first sliding block 142 to move simultaneously. Similarly, along the extending direction of the second sliding way 143, the two sides of the second sliding block 144 are also provided with the second sliding support rods 146, and each second sliding support rod 146 should also be detachably mounted on the first sliding block 142, when the second sliding block 144 needs to be pushed to move, the second sliding support rod 146 on one side of the moving direction of the second sliding block 144 can be detached, and the screw 148 of the second sliding support rod 146 on the other side is rotated, so as to push the second sliding block 144 to move along the second sliding way 143, and when the second sliding block 144 moves to a certain position, the second sliding support rod 146 on the moving side of the second sliding block 144 is remounted to position the second sliding block 144. Generally, two second sliding support rods 146 are disposed on the same side of the second sliding block 144, and the two second sliding support rods 146 simultaneously push the second sliding block 144 to move.
Referring to fig. 1, fig. 2 and fig. 7, the embodiment of the present invention further provides a positioning storage device, which can realize positioning storage of the track beam 2, and the track beam 2 can be stored on the positioning storage device by using the positioning storage device alone, and can also be used in cooperation with the above-mentioned base 11 and the adjusting mechanism 13, so as to realize installation of the track beam 2 on the pier 3. The utility model discloses in, when hoist and mount track roof beam 2 to pier 3 on, earlier with 2 location installations of track roof beam on location strorage device, again with location strorage device integral hoisting to base 11 on, base 11 installation is connected fixedly with adjustment mechanism 13 top, specifically is that the top of adjustment mechanism 13's telescopic link 131 is connected fixedly with location strorage device. The positioning and storing device comprises a mounting base 12 and a clamping assembly 15 arranged on the mounting base, wherein the clamping assembly 15 comprises a first movable baffle 151 and a second movable baffle 152, the first movable baffle 151 and the second movable baffle 152 are similar in structure, the first movable baffle 151 is provided with a first rotating end 153 and a first movable end 154, the first rotating end 153 is arranged opposite to the first movable end 154, the first rotating end 153 is rotatably connected with the mounting base 12, similarly, the second movable baffle 152 is also provided with a second rotating end 155 and a second movable end 156, the second rotating end 155 is arranged opposite to the second movable end 156, the second rotating end 155 is arranged on the mounting base 12 and can rotate relative to the mounting base 12, the first rotating end 153 and the second rotating end 155 are arranged opposite and extend along a bridge direction, when the first movable baffle 151 is controlled to rotate around the first rotating end 153 and the second movable baffle 152 rotates around the second rotating end 155, specifically, the first movable baffle 151 and the second movable baffle 152 rotate relatively, a clamping groove for the track beam 2 to pass through is formed between the first movable baffle 151 and the second movable baffle 152, and the track beam 2 is installed and positioned through the first movable baffle 151 and the second movable baffle 152.
Referring to fig. 7 and 8, further, the clamping assembly 15 further includes a first rotating brace 157 and a second rotating brace 158, one end of the first rotating brace 157 is hinged to the mounting base 12, the other end of the first rotating brace 157 is hinged to the first movable baffle 151, one end of the second rotating brace 158 is hinged to the mounting base 12, the other end of the second rotating brace is hinged to the second movable baffle 152, and both the first rotating brace 157 and the second rotating brace 158 are located outside a clamping slot formed by the first movable baffle 151 and the second movable baffle 152, so as to respectively support the first movable baffle 151 and the second movable baffle 152. Generally, the first rotating brace 157 and the second rotating brace 158 may be hydraulic braces, and the rotation of the first movable fence 151 and the second movable fence 152 may be controlled by the extension and contraction of the hydraulic braces, and sufficient clamping force may be generated on the track beam 2. In addition, the hinge point of the first rotating support bar 157 and the first movable baffle 151 is close to the first movable end 154 and is located at the middle position of the first movable baffle 151 along the bridge direction, of course, when the first movable baffle 151 corresponds to two or more first rotating support bars 157, each first rotating support bar 157 is evenly spaced along the bridge direction, similarly, the hinge point of the second rotating support bar 158 and the second movable baffle 152 is close to the second movable end 156 and is located at the middle position of the second movable baffle 152 along the bridge direction, and assuming that the first movable baffle 151 corresponds to two or more second rotating support bars 158, each second rotating support bar 158 is evenly spaced along the bridge direction.
Referring to fig. 8-10, in order to optimize the above embodiment, a baffle plate slideway 121 is provided on the mounting seat 12, a connecting block 122 is provided in the baffle plate slideway 121, the connecting block 122 is movable along the baffle plate slideway 121, the moving direction of the connecting block 122 is transverse, and the second movable end 156 of the second movable baffle plate 152 is rotatably connected with the connecting block 122. In this embodiment, the second movable baffle 152 is installed on the installation base 12 through the connection block 122, and when the connection block 122 moves along the baffle sliding channel 121, the second movable end 156 of the second movable baffle 152 can be driven to move relative to the first movable end 154, so that the distance between the first movable baffle 151 and the second movable baffle 152 can be adjusted to adapt to the track beams 2 with different thicknesses. In operation, the connecting block 122 is controlled to move to make the second movable end 156 away from the first movable end 154, after the track beam 2 is placed between the first movable end 154 and the second movable end 156, the connecting block 122 is controlled to move to one side of the first movable end 154 until the second movable end 156 abuts against the bottom of the track beam 2, and after the second movable baffle 152 is controlled to rotate, the first movable baffle 151 and the second movable baffle 152 clamp the track beam 2. Usually, a horizontal stay 123 is further provided in the baffle slide 121, and the horizontal stay 123 can be used for pushing the connecting block 122 to move along the baffle slide 121, so that the horizontal stay 123 is also arranged along the moving direction of the connecting block 122. Specifically, the horizontal strut 123 may be a spiral strut, one end of which is rotatably mounted on the inner wall of the baffle plate slideway 121, and the other end of which is in threaded connection with the connecting block 122, so that the connecting block 122 can be driven to move along the baffle plate slideway 121 by controlling the rotation of the horizontal strut 123, and in another embodiment, one end of the horizontal strut 123 is fixedly connected with the connecting block 122, and the other end of which is in threaded connection with one end of a sleeve 124, and the horizontal strut 123 can be driven to linearly move relative to the sleeve 124 by rotating the sleeve 124, so as to drive the connecting block 122 to linearly move, of course, the other end of the sleeve 124 is mounted and positioned in the baffle plate slideway 121 through a connecting rod 125, and the sleeve 124 is rotatably. The horizontal stay bars 123 may be one or more as required, and when the number of the horizontal stay bars is multiple, the horizontal stay bars are sequentially arranged at intervals along the bridge direction, correspondingly, the connecting blocks 122 and the baffle plate slideways 121 may also be one or more, and when the number of the horizontal stay bars is multiple, the horizontal stay bars 123 are also sequentially arranged at intervals along the bridge direction, and each connecting block 122 may correspond to one or more horizontal stay bars 123. In a preferred embodiment, the baffle plate slideway 121 is a channel formed on the upper surface of the mounting seat 12, and is of a stepped groove structure, so that the connecting block 122 can be effectively prevented from falling off from the baffle plate slideway 121, and when the connecting block 122 is placed in the baffle plate slideway 121, the upper surface of the connecting block 122 and the upper surface of the mounting seat 12 are located on the same plane, so that the first movable end 154 and the second movable end 156 are equal in height.
With reference to fig. 7, to further optimize the above embodiment, a flexible material layer is laid on the inner side of each of the first and second flaps 151 and 152. Here, the inner sides of the first and second shutters 151 and 152 are opposite sides after the first and second shutters rotate, that is, the sides are used for clamping the track beam 2, generally, the first and second shutters 151 and 152 are both flat structures, the inner side surfaces for clamping the track beam 2 are flat, and a part of the track beam 2 is an arc structure, and there is a certain curvature, so that the first and second shutters 151 and 152 can be tightly attached to the track beam 2 by providing a flexible material layer, and the flexible material layer can be made of rubber or the like.
Referring to fig. 7, 8 and 11, further, the mounting base 12 is provided with a plurality of lifting rings 126, generally, the lifting rings 126 are provided in multiple groups, and when the track beam 2 is clamped and positioned on the mounting base 12, the track beam 2 can be transferred by lifting each lifting ring 126 of the mounting base 12, specifically, the mounting base 12 can be lifted, so that the mounting base 12 is positioned on the adjusting mechanism 13 of the base 11. Each hanging ring 126 is arranged close to the edge of the mounting base 12, and each structural component (the first movable baffle 151, the second movable baffle 152, the baffle slideway 121, the connecting block 122 and the like) on the mounting base 12 is positioned at the inner side of the hanging ring 126. In addition, there is a certain requirement on the installation position of the hanging ring 126, and when the track beam 2 installed and positioned on the installation base 12 is of an arc-shaped structure, the distance between the hanging ring 126 located on the outer side of the curve and the first movable baffle 151 or the second movable baffle 152 should be greater than the distance between the gravity center line of the track beam 2 and the movable baffles, and a certain margin should be left. During hoisting, the hoisting is started from the hoisting ring 126 at the outer side of the curve, and the hoisting at the inner side of the curve is carried out again when the outer hoisting point reaches the designed hoisting force, so that the hoisting process is stable, and the track beam 2 is prevented from overturning during hoisting.
Referring to fig. 1, fig. 2, fig. 3, fig. 5 and fig. 7, the embodiment of the present invention further provides a method for erecting a rail beam, which employs the above-mentioned girder erecting platform 1, and specifically includes the following steps:
firstly, a base 11 is installed and fixed on a pier 3, and a track beam 2 is arranged on an installation base 12; specifically, the frame beam platform 1 is fixed on the pier top or the pier top bracket 31 through the bolt holes on the base 11, although the frame beam platform 1 is entirely horizontal, when the track beam 2 is placed on the mounting base 12, the first movable baffle 151 and the second movable baffle 152 are in an open state in advance, the second movable end 156 is far away from the first movable end 154, the track beam 2 is placed between the first movable end 154 and the second movable end 156, one side of the track beam 2 generally abuts against the first movable end 154, then the second movable end 156 is controlled to abut against the other side of the track beam 2 through the horizontal support rod 123, and then the first rotation support rod 157 and the second rotation support rod 158 work to drive the first movable baffle 151 and the second movable end 156 to rotate relative to each other, so as to clamp and position the track beam 2;
the mounting seat 12 and the track beam 2 are integrally hoisted to the adjusting mechanism 13 of the mounting seat 12 by hoisting the mounting seat 12, the mounting seat 12 is fixedly connected with the top of the telescopic rod 131 of the adjusting mechanism 13, then the posture of the mounting seat 12 is adjusted by the adjusting mechanism 13 according to the position requirement of the track beam 2 on the pier 3, so that the mounting seat 12 drives the posture adjustment of the track beam 2, specifically, the track beam 2 is adjusted along the bridge direction and the transverse bridge direction by adjusting the movement of the first sliding block 142 and the second sliding block 144 along the corresponding sliding tracks, the adjustment of the track beam 2 along the bridge direction and the transverse bridge direction is realized, the adjustment of the track beam 2 elevation is realized by adjusting the vertical direction of the telescopic rod 131, and the adjustment of the inclination angle of the track beam 2 can be realized by adjusting the vertical directions of the mounting seats 12 at different positions;
after the postures of the track beams 2 meet the design requirements, a permanent support is arranged at the top of the pier 3 to support and fix the track beams 2, certainly, for the space between two continuous track beams 2, after the postures of the two track beams 2 are adjusted, a template is erected to pour a post-cast strip 21 between the two track beams 2, and the permanent support is arranged after the post-cast strip 21 reaches the design strength;
after the permanent support supports and fixes the track beam 2, the frame beam platform 1 is disassembled, specifically, the clamping of the track beam 2 by the first movable baffle 151 and the second movable baffle 152 is firstly released, then the connection relationship between the base 11 and the top of the pier 3 or the bracket 31 is released, and the disassembled frame beam platform 1 can be reused.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.

Claims (8)

1. The utility model provides a track roof beam frame beam platform with adjustable, includes the base that can install on the pier and supplies the location strorage device that the track roof beam was laid, its characterized in that: the adjustable storage device is characterized by further comprising at least two groups of adjusting mechanisms arranged on the base, wherein each adjusting mechanism supports and fixes the positioning storage device and is distributed between the base and the positioning storage device at intervals, each adjusting mechanism comprises a sliding assembly capable of moving along the bridge direction and the transverse bridge direction, and the sliding assembly supports the positioning storage device.
2. The adjustable track beam platform as defined in claim 1, wherein: the adjusting mechanism further comprises a vertically arranged telescopic rod, and the telescopic rod is arranged on the sliding assembly and supports and fixes the positioning and storing device.
3. The adjustable track beam platform as defined in claim 2, wherein: the number of the telescopic rods of each adjusting mechanism is two, and the two telescopic rods are arranged at intervals along the transverse bridge direction.
4. The adjustable track beam platform as defined in claim 1, wherein: the adjusting mechanisms are two groups, and the adjusting mechanisms are arranged between the base and the positioning storage device along the bridge direction.
5. The adjustable track beam platform as defined in claim 1, wherein: the sliding assembly comprises a first slide way arranged on the base, a first sliding block arranged on the first slide way in a sliding mode, a second slide way arranged on the first sliding block and a second sliding block arranged on the second slide way in a sliding mode, the first slide way is perpendicular to the second slide way, the first slide way is in the direction of a bridge or in the transverse direction of the bridge, and the second sliding block supports the positioning storage device.
6. The adjustable track beam platform as defined in claim 5, wherein: the sliding assembly further comprises a first sliding support rod arranged on the base and used for pushing the first sliding block to move along the first slideway, and a second sliding support rod arranged on the first sliding block and used for pushing the second sliding block to move along the second slideway.
7. The adjustable track beam platform as defined in claim 6, wherein: along a first slide way direction, first sliding support rods are arranged on two sides of the first sliding block, the first sliding support rods are detachably connected with the base, and the first sliding support rods are spiral support rods.
8. The adjustable track beam platform as defined in claim 6, wherein: and second sliding support rods are arranged on two sides of the second sliding block along the direction of the second slide way, the second sliding support rods are detachably connected with the first sliding block, and the second sliding support rods are spiral support rods.
CN201921850963.5U 2019-10-31 2019-10-31 Adjustable track beam frame beam platform Active CN211621218U (en)

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Application Number Priority Date Filing Date Title
CN201921850963.5U CN211621218U (en) 2019-10-31 2019-10-31 Adjustable track beam frame beam platform

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Application Number Priority Date Filing Date Title
CN201921850963.5U CN211621218U (en) 2019-10-31 2019-10-31 Adjustable track beam frame beam platform

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CN211621218U true CN211621218U (en) 2020-10-02

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113026574A (en) * 2021-04-19 2021-06-25 佛山市中凯路桥工程有限公司 Novel jacking support for highway bridge

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113026574A (en) * 2021-04-19 2021-06-25 佛山市中凯路桥工程有限公司 Novel jacking support for highway bridge
CN113026574B (en) * 2021-04-19 2021-12-14 佛山市中凯路桥工程有限公司 Novel jacking support for highway bridge

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