CN111473983A - Bottom die of assembled precast beam pedestal - Google Patents

Bottom die of assembled precast beam pedestal Download PDF

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Publication number
CN111473983A
CN111473983A CN202010298917.XA CN202010298917A CN111473983A CN 111473983 A CN111473983 A CN 111473983A CN 202010298917 A CN202010298917 A CN 202010298917A CN 111473983 A CN111473983 A CN 111473983A
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CN
China
Prior art keywords
coarse aggregate
funnel
stand
box girder
slidable
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN202010298917.XA
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Chinese (zh)
Inventor
巩海峰
李振鹏
孙晓迈
范春生
刘国
陈永春
陈瑞然
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
First Engineering Co Ltd of China Railway 14th Bureau Co Ltd
Original Assignee
First Engineering Co Ltd of China Railway 14th Bureau Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by First Engineering Co Ltd of China Railway 14th Bureau Co Ltd filed Critical First Engineering Co Ltd of China Railway 14th Bureau Co Ltd
Priority to CN202010298917.XA priority Critical patent/CN111473983A/en
Publication of CN111473983A publication Critical patent/CN111473983A/en
Pending legal-status Critical Current

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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01MTESTING STATIC OR DYNAMIC BALANCE OF MACHINES OR STRUCTURES; TESTING OF STRUCTURES OR APPARATUS, NOT OTHERWISE PROVIDED FOR
    • G01M99/00Subject matter not provided for in other groups of this subclass

Abstract

The invention discloses a bottom die of an assembled precast beam pedestal, which comprises a precast box beam and an adjustable coarse aggregate standard funnel, wherein the precast box beam is arranged above the adjustable coarse aggregate standard funnel, the precast box beam is a box-type structure body, and the adjustable coarse aggregate standard funnel is a combined structure of a fixed support structure and a coarse aggregate funnel structure which are adjusted by a slidable upright post; the slidable upright post device is adopted, so that the trouble that a tester needs to manually add cushion blocks to adjust the height in the test process is saved, the operation time of the tester is saved, and the detection operation is convenient; through the scale mark on the slidable formula stand can be more clear and definite the volume of finding different models rise the corresponding test height, saved the fast-speed trouble of test personnel manual measurement, reduce human error, make funnel feed opening and volume rise the distance of suitable for reading more easily and control to let the test result more accurate reliable, make whole testing process accord with the standard requirement more.

Description

Bottom die of assembled precast beam pedestal
Technical Field
The invention relates to the technical field of prefabricated beam pedestal bottom dies, in particular to an assembled prefabricated beam pedestal bottom die.
Background
The precast beam is prefabricated in a factory and then is transported to a construction site to be installed and fixed according to the position required by the design.
However, the traditional pedestal tensioning end still has some defects in the using process, and the beam end is cracked after tensioning due to the fact that the traditional pedestal tensioning end is too hard, so a novel prefabricated beam pedestal bottom die is provided.
Disclosure of Invention
The invention aims to provide an assembled prefabricated beam pedestal bottom die to solve the problem that the beam end is cracked after being tensioned due to the fact that the traditional pedestal tensioning end is too hard as mentioned in the background art.
In order to achieve the purpose, the invention provides the following technical scheme: prefabricated precast beam pedestal die block, including prefabricated box girder and adjustable coarse aggregate standard funnel, prefabricated box girder sets up the top at adjustable coarse aggregate standard funnel, prefabricated box girder is the boxed structure body, adjustable coarse aggregate standard funnel is the integrated configuration of fixed bearing structure and coarse aggregate funnel structure that adjusts through slidable formula stand.
Preferably, the prefabricated box girder comprises a prefabricated box girder structure main body and a box girder bottom end structure, and the prefabricated box girder structure main body and the box girder bottom end structure are of an integrated structure.
Preferably, the funnel structure that gathers materials crudely is uncovered cuboid structure, the both sides of the funnel structure that gathers materials crudely are provided with U-shaped groove structure, the fixed bearing structure sets up at the top edge of the funnel structure that gathers materials crudely, the fixed bearing structure is platelike structure, the mounting height of fixed bearing structure with the top highly uniform of the funnel structure that gathers materials crudely, the slidable formula stand sets up in the bottom of fixed bearing structure, just fixed bearing structure and slidable formula stand welded fastening, the slidable formula stand is hollow cylindrical structure, be provided with the internal thread on the inner wall of slidable formula stand.
Preferably, still include stand adjusting bolt, stand adjusting bolt's top surface is provided with the external screw thread, stand adjusting bolt's bottom is provided with the square body base of a body structure, stand adjusting bolt can close soon through internal thread and external screw thread and screw up the inside of fixing at the slidable formula stand, stand adjusting bolt's the below position that the surface corresponds the external screw thread is provided with the scale mark.
The invention provides a bottom die of an assembled precast beam pedestal, which has the following beneficial effects: by adopting the slidable upright post device, the invention saves the trouble that the tester needs to manually add the cushion block to adjust the height in the test process, saves the operation time of the tester and is convenient for detection operation; through the scale mark on the slidable formula stand can be more clear and definite the volume of finding different models rise the corresponding test height, saved the fast-speed trouble of test personnel manual measurement, reduce human error, make funnel feed opening and volume rise the distance of suitable for reading more easily and control to let the test result more accurate reliable, make whole testing process accord with the standard requirement more.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a rear view of the present invention;
fig. 3 is a schematic structural view of a coarse aggregate funnel structure of the present invention;
fig. 4 is a rear view of the coarse aggregate funnel structure of the present invention;
fig. 5 is a front view of the coarse aggregate funnel structure of the present invention.
In the figure: 1. prefabricating a box girder structure main body; 2. a box girder bottom structure; 3. a fixed support structure; 4. a slidable column; 5. an upright post adjusting bolt; 6. coarse aggregate funnel structure.
Detailed Description
The technical solution in the embodiments of the present invention will be clearly and completely described below with reference to the accompanying drawings in the embodiments of the present invention.
As shown in fig. 1 to 5, the present invention provides a technical solution: assembled precast beam pedestal die block, including prefabricated case roof beam and adjustable coarse aggregate standard funnel, prefabricated case roof beam sets up in adjustable coarse aggregate standard funnel's top, and prefabricated case roof beam is the box structure, and adjustable coarse aggregate standard funnel is the integrated configuration of fixed support structure 3 structure and coarse aggregate funnel structure 6 that adjusts through slidable stand 4.
In this embodiment, preferably, the prefabricated box girder includes a prefabricated box girder structure main body 1 and a box girder bottom end structure 2, and the prefabricated box girder structure main body 1 and the box girder bottom end structure 2 are of an integrated structure.
In this embodiment, preferably, coarse aggregate funnel structure 6 is uncovered cuboid structure, the both sides of coarse aggregate funnel structure 6 are provided with the U-shaped groove structure, fixed bearing structure 3 sets up at the top edge of coarse aggregate funnel structure 6, fixed bearing structure 3 is the platelike structure, the mounting height of fixed bearing structure 3 is highly unanimous with the top of coarse aggregate funnel structure 6, slidable formula stand 4 sets up in the bottom of fixed bearing structure 3, and fixed bearing structure 3 and slidable formula stand 4 welded fastening, slidable formula stand 4 is hollow cylindrical structure, be provided with the internal thread on slidable formula stand 4's the inner wall.
In this embodiment, it is preferred, still include stand adjusting bolt 5, stand adjusting bolt 5's top surface is provided with the external screw thread, stand adjusting bolt 5's bottom is provided with the square body base of a body structure, stand adjusting bolt 5 can screw up the inside of fixing at slidingtype stand 4 through the internal thread with the screwing of external screw thread, stand adjusting bolt 5's surface corresponds the below position of external screw thread and is provided with the scale mark, can be more clear and definite find the test height that the volume of different models rises and corresponds through slidingtype stand 4's scale mark, the fast-speed trouble of experimenter manual measurement has been saved, reduce human error, make the distance of 6 feed openings of coarse aggregate funnel structure and volume rise the mouth more easily control, thereby let the test result more accurate reliable, make whole testing process accord with the standard requirement more.
In the invention, the adjustable coarse aggregate standard funnel adopts an assembly mode of the fixed support structure 3 and the coarse aggregate funnel structure 6, a slidable upright post is respectively added on four supports of the original fixed support, and a scale mark and an upright post adjusting bolt 5 are additionally arranged on the upright post, so that the corresponding adjustment can be made according to the volume-rising height of coarse aggregates with different grain diameters in the specification requirement, and the problem that the distance between a discharge opening and a volume-rising opening of the coarse aggregate funnel structure 6 is not easy to adjust when the specification requires 50mm is solved.
It should be noted that, prefabricated beam pedestal die block of assembled, at the during operation, place adjustable coarse aggregate standard funnel in the bottom of prefabricated box girder, because what adjustable coarse aggregate standard funnel adopted is fixed bearing structure 3 and coarse aggregate funnel structure 6's mode of assembling, and increase a slidable formula stand respectively on four supports of original fixed bearing, add scale mark and stand adjusting bolt 5 on the stand, so can make corresponding adjustment according to the used volume of the coarse aggregate of different particle diameters in the standard requirement rises, it is more convenient to use.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims (4)

1. Assembled precast beam pedestal die block, including prefabricated case roof beam and adjustable coarse aggregate standard funnel, its characterized in that: the prefabricated box girder is arranged above the adjustable coarse aggregate standard funnel, the prefabricated box girder is a box-type structure body, and the adjustable coarse aggregate standard funnel is a combined structure of a fixed support structure (3) and a coarse aggregate funnel structure (6) which are adjusted through a slidable stand column (4).
2. The fabricated precast beam pedestal bottom die of claim 1, wherein: the prefabricated box girder comprises a prefabricated box girder structure main body (1) and a box girder bottom end structure (2), wherein the prefabricated box girder structure main body (1) and the box girder bottom end structure (2) are of an integrated structure.
3. The fabricated precast beam pedestal bottom die of claim 1, wherein: coarse aggregate funnel structure (6) is uncovered cuboid structure, the both sides of coarse aggregate funnel structure (6) are provided with U-shaped groove structure, fixed bearing structure (3) set up at the top edge of coarse aggregate funnel structure (6), fixed bearing structure (3) are platelike structure, the mounting height of fixed bearing structure (3) with the top highly uniform of coarse aggregate funnel structure (6), slidable formula stand (4) set up the bottom in fixed bearing structure (3), just fixed bearing structure (3) and slidable formula stand (4) welded fastening, slidable formula stand (4) are hollow cylindrical structure, be provided with the internal thread on the inner wall of slidable formula stand (4).
4. The fabricated precast beam pedestal bottom die of claim 3, wherein: still include stand adjusting bolt (5), the top surface of stand adjusting bolt (5) is provided with the external screw thread, the bottom of stand adjusting bolt (5) is provided with the square body base of a body structure, stand adjusting bolt (5) can close soon through internal thread and external screw thread and fix in the inside of slidable formula stand (4), the below position that the surface of stand adjusting bolt (5) corresponds the external screw thread is provided with the scale mark.
CN202010298917.XA 2020-04-09 2020-04-09 Bottom die of assembled precast beam pedestal Pending CN111473983A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010298917.XA CN111473983A (en) 2020-04-09 2020-04-09 Bottom die of assembled precast beam pedestal

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010298917.XA CN111473983A (en) 2020-04-09 2020-04-09 Bottom die of assembled precast beam pedestal

Publications (1)

Publication Number Publication Date
CN111473983A true CN111473983A (en) 2020-07-31

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CN202010298917.XA Pending CN111473983A (en) 2020-04-09 2020-04-09 Bottom die of assembled precast beam pedestal

Country Status (1)

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017101767A1 (en) * 2015-12-17 2017-06-22 中铁第四勘察设计院集团有限公司 Double-track beam for magnetic-levitation rail-wrap-type rail transit
CN206428593U (en) * 2016-12-30 2017-08-22 中交第一公路工程局有限公司 Prefabricated case beam beam bottom wedge assembled adjuster
CN206752320U (en) * 2017-03-31 2017-12-15 中国一冶集团有限公司 A kind of slope conditioning of bridge concrete Prefabricated bar bottom pre-embedded steel slab
CN110904829A (en) * 2019-11-18 2020-03-24 北京市政建设集团有限责任公司 Construction method of anti-overturning adjustable support of bridge

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2017101767A1 (en) * 2015-12-17 2017-06-22 中铁第四勘察设计院集团有限公司 Double-track beam for magnetic-levitation rail-wrap-type rail transit
CN206428593U (en) * 2016-12-30 2017-08-22 中交第一公路工程局有限公司 Prefabricated case beam beam bottom wedge assembled adjuster
CN206752320U (en) * 2017-03-31 2017-12-15 中国一冶集团有限公司 A kind of slope conditioning of bridge concrete Prefabricated bar bottom pre-embedded steel slab
CN110904829A (en) * 2019-11-18 2020-03-24 北京市政建设集团有限责任公司 Construction method of anti-overturning adjustable support of bridge

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
段文志等: "可调高支座在独柱墩桥抗倾覆加固中的应用研究", 《江西建材》, no. 182, pages 173 - 174 *

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