CN209703313U - A kind of movable type deposits Liang Tai - Google Patents
A kind of movable type deposits Liang Tai Download PDFInfo
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- CN209703313U CN209703313U CN201822218151.0U CN201822218151U CN209703313U CN 209703313 U CN209703313 U CN 209703313U CN 201822218151 U CN201822218151 U CN 201822218151U CN 209703313 U CN209703313 U CN 209703313U
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- cushion cap
- sliding slot
- liang tai
- sliding
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Abstract
The utility model relates to a kind of movable types to deposit Liang Tai, including level-one cushion cap and two second level cushion caps, the level-one cushion cap is equipped at least one sliding slot, two second level cushion caps are socketed in the sliding slot and slide in the sliding slot, and the distance between two described second level cushion caps change with the sliding between any second level cushion cap and the sliding slot.Second level cushion cap spacing can be adjusted by sliding slot to meet the storage of the precast beam of different type different size model by providing, it is flexible that movable type deposits Liang Tai entirety pedestal, using more flexible convenient, it can reuse, breakage replacement low efficiency, construction production installation effectiveness is high, economical, material resources waste is few, while conveniently detecting to the pre-buried support of beam body.
Description
Technical field
The utility model relates to a kind of movable types to deposit Liang Tai, belong to high speed railway prefabricating beam storage field.
Background technique
Depositing beam pedestal during the storage of high speed railway prefabricating beam generally uses Reinforced Concrete Materials to pour with level-one cushion cap
Build up an entirety, although the globality safety for depositing beam pedestal is relatively good, high speed railway prefabricating beam have variety classes and
Different size model, globality deposit beam pedestal and lack flexible applicability.Globality big, type of depositing beam pedestal input quantity simultaneously
It is more, it cannot reuse, low efficiency is replaced in breakage, and construction production installation effectiveness is low, and uneconomical, serious wait of material resources waste lacks
Point.
Utility model content
The technical problem to be solved by the utility model is to provide can adjust second level cushion cap spacing by sliding slot to meet
The storage of the precast beam of different type different size model can be reused using more flexible convenient, construction production installation effect
Rate is high, and material resources waste is few more economical, while conveniently detecting to the pre-buried support of beam body.
The technical solution that the utility model solves above-mentioned technical problem is as follows: a kind of movable type deposits Liang Tai, including level-one is held
Platform and two second level cushion caps, the level-one cushion cap are equipped at least one sliding slot, and two second level cushion caps are socketed in the cunning
It is slided in slot and in the sliding slot, the distance between two described second level cushion caps are with any second level cushion cap and the cunning
Sliding between slot changes.
The beneficial effects of the utility model are: sliding slot is arranged on level-one cushion cap, second level cushion cap is in sliding slot, by making second level
Cushion cap moves in sliding slot, adjusts second level cushion cap spacing to meet the storage of the precast beam of different type different size model, makes
With more flexible convenient, it can according to need adjust second level cushion cap spacing at any time to meet the pre- of different model in the construction process
Beam processed, construction production installation effectiveness are high, it is only necessary to which one in the support of precast beam and the utility model is deposited in the realization of second level cushion cap
The Liang Tailai that deposits that Liang Tai can replace prior art different model meets production requirement, greatly reduces the waste of material resources,
Economy, while precast beam being maked somebody a mere figurehead, it is convenient that the pre-buried support of beam body is detected.
Based on the above technical solution, the utility model can also do following improvement:
Further, the sliding slot is one, and two second level cushion caps are socketed in the sliding slot and in the sliding slot
Sliding, the distance between two described second level cushion caps change with the sliding between any second level cushion cap and the sliding slot.
Beneficial effect using above-mentioned further scheme is that two second level cushion caps are slided in sliding slot to meet different type
The storage of the precast beam of different size model.
Further, the sliding slot is two, and two second level cushion caps are respectively in two sliding slots along described one
The length direction sliding of grade cushion cap.
Beneficial effect using above-mentioned further scheme is two sliding slots of setting, when two second level cushion caps are respectively in sliding slot
Side or sliding slot outboard end do not need to measure size measurement distance since the distance between second level cushion cap is certain at this time
Meet the storage of monorail and double-rail beam respectively.
It further, further include tubular pole, level-one cushion cap bottom is equipped with hole, and the tubular pole passes through the hole and the level-one
Cushion cap is in contact.
Beneficial effect using above-mentioned further scheme is to conduct weight on the high soil layer of lower layer's bearing capacity by pile foundation,
The weight of tubular pole top object is supported using pile foundation and the frictional force of surrounding soil simultaneously, increases the load-carrying properties for depositing Liang Tai.
Further, the tubular pole is PHC tubular pole, and the diameter of the PHC tubular pole is 500mm.
Beneficial effect using above-mentioned further scheme is that PHC tubular pole bearing capacity is good, further increases the bearing capacity of tubular pole.
Further, the second level cushion cap is provided at least one horizontal through hole.
Beneficial effect using above-mentioned further scheme be for moving second level cushion cap, so as to adjust between second level cushion cap away from
From adapting to the precast beam of different model.
Further, there are two the horizontal through hole for the second level cushion cap setting.
Beneficial effect using above-mentioned further scheme is mobile second level cushion cap that can be more stable.
Further, the chute size be 1790mm × 840mm × 50mm, the second level dimension of platform be 800mm ×
800mm×750mm。
Beneficial effect using above-mentioned further scheme is to can satisfy the model use of monorail and double-rail beam.
Further, the level-one cushion cap and the second level cushion cap are made of armored concrete.
Beneficial effect using above-mentioned further scheme is that the ability to bear of armored concrete is high, is less prone to the feelings such as deformation
Condition.
Further, the spacing between two sides of the sliding slot far from level-one cushion cap center is 6m, described in two
Spacing of the sliding slot between the side at level-one cushion cap center is 3m.
Beneficial effect using above-mentioned further scheme is to can satisfy the model use of monorail and double-rail beam.
Detailed description of the invention
Fig. 1 is the utility model side view；
Fig. 2 is the utility model top view；
Fig. 3 is the utility model A-A sectional view；
Fig. 4 is the utility model B-B sectional view；
Fig. 5 is the utility model second level cushion cap top view；
Fig. 6 is the utility model C-C sectional view.
In attached drawing, parts list represented by the reference numerals are as follows:
1, level-one cushion cap, 2, second level cushion cap, 3, sliding slot, 4, tubular pole, 5, horizontal through hole, 6, hole.
Specific embodiment
The principles of the present invention and feature are described below in conjunction with attached drawing, example is served only for explaining that this is practical
It is novel, it is not intended to limit the scope of the utility model.
Embodiment 1
A kind of movable type deposits Liang Tai, including level-one cushion cap 1 and two second level cushion caps 2, and the level-one cushion cap 1 is equipped at least
One sliding slot 3, two second level cushion caps 2 are socketed in the sliding slot 3 and slide in the sliding slot, two second levels
The distance between cushion cap 2 changes with the sliding between any second level cushion cap 2 and the sliding slot 3.
As the further scheme of the present embodiment, the sliding slot 3 is one, and two second level cushion caps 2 are socketed in described
It is slided in sliding slot 3 and in the sliding slot 3, two second level cushion caps 2 are slided along 3 length direction of sliding slot, the cunning
The length direction of slot 3 is consistent with the length direction of the level-one cushion cap 1.
It further include tubular pole 4 as the further scheme of the present embodiment, 1 bottom of level-one cushion cap is equipped with hole 6, the pipe
Stake 4 is in contact by the hole 6 and the level-one cushion cap 1.
As the further scheme of the present embodiment, the tubular pole 4 is PHC tubular pole, and the diameter of the PHC tubular pole is 500mm.
As the further scheme of the present embodiment, the second level cushion cap 2 is provided with a horizontal through hole 5.
As the further scheme of the present embodiment, the sliding slot 3 is having a size of 1790mm × 840mm × 50mm, the second level
Cushion cap 2 is having a size of 800mm × 800mm × 750mm.
As the further scheme of the present embodiment, the level-one cushion cap 1 and the second level cushion cap 2 are by armored concrete system
At.
The course of work of above-described embodiment are as follows: the placement position for confirming precast beam, at the both ends point of precast beam placement position
Not An Zhuan one deposit Liang Tai, after confirming the placement position for depositing Liang Tai, drive piles, 10 diameter 500mmPHC tubular poles led to
It crosses piling machine strong rammer and enters underground, there are one section of tubular poles more than ground, build up using reinforced high-strength concrete is cast-in-place on tubular pole
Mass raft foundation basis simultaneously reserves sliding slot on raft plate, and the length of sliding slot is reserved according to the width of precast beam, to form one
Grade cushion cap, is put into cunning at two second level cushion caps, and after second level cushion cap makes a call to 1 through-hole using reinforced high-strength concreting later
In slot.When both ends of two second level cushion caps in sliding slot, double track precast beam is put into after depositing on Liang Tai, four second level cushion caps difference
Corner location in double track precast beam bottom completes the storage of double track precast beam；If you need to store single track precast beam, the one of through-hole
A mouth penetrates iron chains by through-hole, is pierced by another hole, draws the both ends of iron chains, second level cushion cap is moved to certain position,
So that second level cushion cap is in contact with the position at four angles in single track precast beam bottom, complete after depositing the bottom Liang Tai and second level raft contact
At the storage of single track precast beam, if subsequent need to store double-rail beam, second level cushion cap is drawn on the outside of to sliding slot towards level-one cushion cap
Both ends.
Embodiment 2
A kind of movable type deposits Liang Tai, including level-one cushion cap 1 and two second level cushion caps 2, and the level-one cushion cap 1 is equipped at least
One sliding slot 3, two second level cushion caps 2 are socketed in the sliding slot 3 and slide in the sliding slot, two second levels
The distance between cushion cap 2 changes with the sliding between any secondary cushion cap and the sliding slot 3.
As the further scheme of the present embodiment, the sliding slot 3 is two, and two second level cushion caps 2 are respectively at two
It is slided in the sliding slot 3 along the length direction of the level-one cushion cap 1.
It further include tubular pole 4 as the further scheme of the present embodiment, 1 bottom of level-one cushion cap is equipped with hole 6, the pipe
Stake 4 is in contact by the hole 6 and the level-one cushion cap 1.
As the further scheme of the present embodiment, the tubular pole 4 is PHC tubular pole, and the diameter of the PHC tubular pole is 500mm.
As the further scheme of the present embodiment, the second level cushion cap 2 is provided at least one horizontal through hole 5.
As the further scheme of the present embodiment, there are two the horizontal through hole 5 for the setting of second level cushion cap 2.
As the further scheme of the present embodiment, the sliding slot 3 is having a size of 1790mm × 840mm × 50mm, the second level
Cushion cap 2 is having a size of 800mm × 800mm × 750mm.
As the further scheme of the present embodiment, the level-one cushion cap 1 and the second level cushion cap 2 are by armored concrete system
At.
As the further scheme of the present embodiment, between side of two sliding slots 3 far from 1 center of level-one cushion cap
Spacing be 6m, spacing of two sliding slots 3 between the side at 1 center of level-one cushion cap be 3m.
Specifically, the spacing between side of two sliding slots 3 far from 1 center of level-one cushion cap is in 6m, that is, Fig. 2
The length of L2, spacing of two sliding slots 3 between the side at 1 center of level-one cushion cap are 3m, i.e. the length of L1 in Fig. 2
Degree.
The course of work of above-described embodiment are as follows: the placement position for confirming precast beam, at the both ends point of precast beam placement position
Not An Zhuan one deposit Liang Tai, after confirming the placement position for depositing Liang Tai, drive piles, 10 diameter 500mmPHC tubular poles led to
It crosses piling machine strong rammer and enters underground, there are one section of tubular poles more than ground, build up using reinforced high-strength concrete is cast-in-place on tubular pole
Mass raft foundation basis simultaneously reserves two sliding slots on raft plate, and the length of sliding slot is reserved according to the width of precast beam, thus shape
At level-one cushion cap, later using reinforced high-strength concreting at two second level cushion caps, and after second level cushion cap makes a call to two through-holes
It is put into sliding slot, through-hole is parallel, and row is level with the ground.When two second level cushion caps in sliding slot towards on the outside of level-one cushion cap
Both ends when, double track precast beam is put into after depositing on Liang Tai, four second level cushion caps respectively double track precast beam bottom quadrangle position
It sets, completes the storage of double track precast beam；It is logical in the left side of each second level cushion cap (as described in Figure 5) if you need to store single track precast beam
The bottom ports in hole penetrate iron chains, pass through through-hole, reach PATENT left side via upper port, then enter the right side by the upper port of right side through-hole
Side through hole, then the lower ports of right side through-hole are pierced by, the both ends of iron chains are pulled, or be inserted into reinforcing bar in two through-holes, lift reinforcing bar,
So that second level cushion cap is mobile to level-one cushion cap center position, by second level cushion cap be moved to sliding slot towards level-one cushion cap center
Both ends when, second level cushion cap is in contact with the position at four angles in single track precast beam bottom, complete single track precast beam storage, if
It is subsequent to need to store double-rail beam, by second level cushion cap draw to sliding slot towards level-one cushion cap on the outside of both ends, in the process without
The distance that second level cushion cap to be moved need to be measured again can be completed the requirement of single double-rail beam storage.
In the description of the present invention, it should be noted that term " on ", "lower", "front", "rear", "left", "right",
The orientation or positional relationship of the instructions such as "inner", "outside" is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of retouching
State the utility model and simplify description, rather than the device or element of indication or suggestion meaning must have a particular orientation, with
Specific orientation construction and operation, therefore should not be understood as limiting the present invention.In addition, term " first ", " second "
It is used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance.
In the description of the present invention, it should be noted that unless otherwise clearly defined and limited, term " is pacified
Dress ", " connected ", " connection " shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integrally
Connection；It can be mechanical connection, be also possible to be electrically connected；Can be directly connected, can also indirectly connected through an intermediary,
It can be the connection inside two elements.For the ordinary skill in the art, above-mentioned art can be understood with concrete condition
The concrete meaning of language in the present invention.In addition, in the description of the present invention, unless otherwise indicated, " multiples' " contains
Justice is two or more.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, all practical at this
Within novel spirit and principle, any modification, equivalent replacement, improvement and so on should be included in the guarantor of the utility model
Within the scope of shield.
Claims (10)
1. a kind of movable type deposits Liang Tai, which is characterized in that including level-one cushion cap (1) and two second level cushion caps (2), the level-one is held
Platform (1) is equipped at least one sliding slot (3), and two second level cushion caps (2) are socketed in the sliding slot (3) and in the sliding slot
(3) sliding in, the distance between two described second level cushion caps (2) with any second level cushion cap (2) and the sliding slot (3) it
Between sliding change.
2. a kind of movable type deposits Liang Tai according to claim 1, which is characterized in that the sliding slot (3) is one, described in two
Second level cushion cap (2) is socketed in the sliding slot (3) and the sliding in the sliding slot (3), and two second level cushion caps (2) are along institute
The sliding of sliding slot (3) length direction is stated, the length direction of the sliding slot (3) is consistent with the length direction of the level-one cushion cap (1).
3. a kind of movable type deposits Liang Tai according to claim 1, which is characterized in that the sliding slot (3) is two, described in two
Second level cushion cap (2) slides in two sliding slots (3) along the length direction of the level-one cushion cap (1) respectively.
4. a kind of any one of -3 movable types deposit Liang Tai according to claim 1, which is characterized in that it further include tubular pole (4), it is described
Level-one cushion cap (1) bottom has hole (6), and the tubular pole (4) is in contact by the hole (6) and the level-one cushion cap (1).
5. a kind of movable type deposits Liang Tai according to claim 4, which is characterized in that the tubular pole (4) is PHC tubular pole, described
The diameter of PHC tubular pole is 500mm.
6. a kind of movable type deposits Liang Tai according to claim 5, which is characterized in that the second level cushion cap (2) is provided at least
One horizontal through hole (5).
7. a kind of movable type deposits Liang Tai according to claim 6, which is characterized in that there are two second level cushion cap (2) settings
The horizontal through hole (5).
8. a kind of movable type deposits Liang Tai according to claim 7, which is characterized in that the sliding slot (3) having a size of 1790mm ×
840mm × 50mm, the second level cushion cap (2) is having a size of 800mm × 800mm × 750mm.
9. a kind of movable type deposits Liang Tai according to claim 8, which is characterized in that the level-one cushion cap (1) and the second level
Cushion cap (2) is made of armored concrete.
10. a kind of movable type deposits Liang Tai according to claim 3, which is characterized in that two sliding slots (3) are far from described one
Spacing between the side at grade cushion cap (1) center is 6m, two sliding slots (3) close to level-one cushion cap (1) center one
Spacing between side is 3m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822218151.0U CN209703313U (en) | 2018-12-27 | 2018-12-27 | A kind of movable type deposits Liang Tai |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822218151.0U CN209703313U (en) | 2018-12-27 | 2018-12-27 | A kind of movable type deposits Liang Tai |
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| Publication Number | Publication Date |
|---|---|
| CN209703313U true CN209703313U (en) | 2019-11-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201822218151.0U Active CN209703313U (en) | 2018-12-27 | 2018-12-27 | A kind of movable type deposits Liang Tai |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115419098A (en) * | 2022-10-14 | 2022-12-02 | 中铁七局集团有限公司 | Beam yard intermediate station and construction method thereof |
-
2018
- 2018-12-27 CN CN201822218151.0U patent/CN209703313U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115419098A (en) * | 2022-10-14 | 2022-12-02 | 中铁七局集团有限公司 | Beam yard intermediate station and construction method thereof |
| CN115419098B (en) * | 2022-10-14 | 2023-10-27 | 中铁七局集团有限公司 | Beam manufacturing field intermediate station and construction method thereof |
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