CN220699968U - Pre-buried device of matching prefabricated section case roof beam technology hole pore-forming - Google Patents

Pre-buried device of matching prefabricated section case roof beam technology hole pore-forming Download PDF

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Publication number
CN220699968U
CN220699968U CN202322250907.0U CN202322250907U CN220699968U CN 220699968 U CN220699968 U CN 220699968U CN 202322250907 U CN202322250907 U CN 202322250907U CN 220699968 U CN220699968 U CN 220699968U
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China
Prior art keywords
hole
girder
buried
box girder
embedded
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Active
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CN202322250907.0U
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Chinese (zh)
Inventor
杜春林
郑辉
张景春
吕晔
陈敬云
付育文
何元明
张文锋
史建朋
孙林
符垒
唐小焱
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Langfang Transport Roadway Construction Co ltd
Xianghe County Transportation Bureau
Chongqing Municipal Design And Research Institute Co ltd
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Langfang Transport Roadway Construction Co ltd
Xianghe County Transportation Bureau
Chongqing Municipal Design And Research Institute Co ltd
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Application filed by Langfang Transport Roadway Construction Co ltd, Xianghe County Transportation Bureau, Chongqing Municipal Design And Research Institute Co ltd filed Critical Langfang Transport Roadway Construction Co ltd
Priority to CN202322250907.0U priority Critical patent/CN220699968U/en
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Publication of CN220699968U publication Critical patent/CN220699968U/en
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Abstract

The application provides a pre-buried device for matching a prefabricated section box girder process hole to form a hole, which comprises a girder, wherein at least one end of the girder is connected with a box girder mould; the frame beam is provided with a splicing hole, the splicing hole corresponds to the arrangement position of the process hole of the section box beam, and the splicing hole penetrates through the frame beam along the radial direction of the frame beam; the embedded rod is connected with the frame beam in an inserting way through the inserting hole, and the outer diameter of the embedded rod is matched with the aperture of the inserting hole; the first end of the embedded rod extends out of the girder and into the box girder die. The utility model provides a pre-buried device of matching prefabricated section case roof beam process hole pore-forming, spliced eye can play spacing effect to pre-buried stick, avoids pre-buried stick to take place radial movement or slope, guarantees that pre-buried stick is reliably kept in preset position throughout the fashioned in-process of process hole. Meanwhile, the embedded bars are connected with the frame beam in an inserting mode through the inserting holes, and when the embedded bars are dismounted, the embedded bars only need to axially move along the inserting holes, so that the embedded bars are convenient to use.

Description

Pre-buried device of matching prefabricated section case roof beam technology hole pore-forming
Technical Field
The application relates to the technical field of bridge engineering, in particular to a pre-buried device for forming holes by matching process holes of prefabricated section box girders.
Background
In bridge engineering construction, a bridge body of a bridge is prefabricated in sections, and then the prefabricated section box girder is assembled into a whole at a bridge position. The construction method is widely applied because of the advantages of shorter construction period and higher beam quality.
In general, the top plate of the section box girder is provided with a plurality of process holes, including a temporary Zhang Kongyi for temporary tensioning and a lifting hole for lifting the section box girder. The quality of the process holes is important to the subsequent section box girder installation engineering, so that the requirements on the positions of the process holes on the top plate of the section box girder and the perpendicularity of the process holes with the top plate are strict.
In the related art, the segmental box girder is formed by a box girder mold, and the process holes are formed by embedded parts arranged in the box girder mold. Because the embedded part needs to be removed after the process hole is formed, the embedded part is ensured to be fixed in the position in the process of forming the process hole, and the embedded part is convenient to remove after the process hole is formed.
Disclosure of Invention
In view of this, the purpose of this application is to propose a match prefabricated section case roof beam technology hole pore-forming's pre-buried device to solve the built-in fitting among the relevant technique and can not satisfy simultaneously and keep fixed and be convenient for demolish two demands after the technology hole shaping in technology hole pore-forming in-process location.
Based on the above-mentioned purpose, this application provides the pre-buried device of matching prefabricated festival section case roof beam technology hole pore-forming, includes: the girder erection device comprises a girder erection device, at least one end of which is used for being connected with a box girder mould; the frame beam is provided with a splicing hole, the splicing hole corresponds to the arrangement position of the process hole of the section box beam, and the splicing hole penetrates through the frame beam along the radial direction of the frame beam; the embedded rod is connected with the frame beam in an inserting way through the inserting hole, and the outer diameter of the embedded rod is matched with the aperture of the inserting hole; the first end of the embedded rod extends out of the girder erection and into the box girder die.
Further, the frame beam comprises a first frame beam, and the first frame beam is of a tubular structure; the spliced eye including set up in the first spliced eye of first frame roof beam, pre-buried stick includes first pre-buried stick, the external diameter of first pre-buried stick with the aperture phase-match of first spliced eye.
Further, the frame beam further comprises a second frame beam which is arranged in parallel with the first frame beam at intervals, the plug holes comprise second plug holes which are arranged in the second frame beam, the embedded bars comprise second embedded bars, and the outer diameter of the second embedded bars is matched with the aperture of the second plug holes.
Further, the second frame beam comprises a temporary Zhang Kong positioning mechanism and two sub beams respectively connected with the temporary Zhang Kong positioning mechanism, and one end of the temporary Zhang Kong positioning mechanism of the sub Liang Yuanli is used for being connected with the box beam die; along the radial direction of the second frame beam, the width of the temporary Zhang Kong positioning mechanism is larger than that of the sub beam; the second plug hole is arranged on the temporary Zhang Kong positioning mechanism.
Further, the Zhang Kong positioning mechanism comprises at least two positioning plates which are arranged at intervals in parallel along the direction far away from the box girder die, and the second plug holes penetrate through all the positioning plates.
Further, one ends of the two sub Liang Kaojin positioning mechanisms at Zhang Kong are respectively connected to two opposite sidewalls of the positioning mechanism at Zhang Kong.
Further, two of the sub Liang Tongxin are provided.
Further, two ends of the first frame beam are respectively connected with a connecting piece, and two ends of the second frame beam are respectively connected with one connecting piece; the box girder die comprises an end die, and the connecting piece is used for being connected with the top of the end die.
Further, the second end of the embedded rod extends out of the frame beam, and the second end is connected with a hanging ring; the second end of the embedded rod is far away from the first end of the embedded rod.
Further, the embedded rod is of a tubular structure, a plugging plate is connected to the second end of the embedded rod, and the hanging ring is in threaded connection with the plugging plate.
From the above, the pre-buried device for forming the holes of the process holes of the matched prefabricated section box girder can ensure that the positions between the frame girder and the section box girder are kept unchanged in the section box girder forming process because the frame girder is connected with the box girder die. Because the splicing holes arranged on the frame beams correspond to the process holes of the section box beams, the embedded bars can be ensured to be accurately positioned at the process holes after passing through the splicing holes. Because the outer diameter of the embedded rod is matched with the aperture of the inserting hole, the inserting hole can limit the embedded rod, so that the embedded rod is prevented from moving radially or inclining, and the embedded rod is ensured to be reliably kept at a preset position all the time in the process of forming the process hole.
Meanwhile, the embedded bars are connected with the frame beam in an inserting mode through the inserting holes, and when the embedded bars are dismounted, the embedded bars only need to axially move along the inserting holes, so that the embedded bars are convenient to use.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings that are required in the embodiments or the description of the prior art will be briefly described below, it being obvious that the drawings in the following description are only some embodiments of the present application, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic view of a section box girder from the front;
FIG. 2 is a schematic top view of a segmented box girder;
FIG. 3 is a schematic view of a box girder mold;
FIG. 4 is a schematic top view of a pre-burying device for forming holes in a process hole of a box girder of a matched prefabricated section according to an embodiment of the application;
FIG. 5 is a schematic top view of a pre-buried device for forming holes in a box girder of a matched prefabricated section in an embodiment of the present application;
FIG. 6 is a schematic side view of a pre-buried device for forming holes in a box girder process hole of a matched prefabricated section in the embodiment of the application, which is arranged at the top of a box girder die;
FIG. 7 is a schematic view of a front view cut-away of a first frame beam of a pre-buried device for matching a prefabricated section box beam process hole in an embodiment of the present application;
FIG. 8 is an enlarged view of portion A of FIG. 7;
FIG. 9 is a schematic view of a front view cut-away of a second frame beam of a pre-buried device for matching pre-fabricated section box beam tooling hole holes in accordance with an embodiment of the present application;
FIG. 10 is an enlarged view of portion B of FIG. 9;
fig. 11 is a schematic view of a front view cut-away of a pre-buried rod of a pre-buried device for matching a prefabricated section box girder process hole in an embodiment of the application.
Reference numerals illustrate:
1. a segmented box girder; 101. zhang Kong; 102. a hoisting hole; 103. a top plate; 104. a middle hole;
2. a box girder mold; 201. end molding; 202. a side mold; 203. an inner mold;
3. erecting a beam; 301. a first frame beam; 302. a second frame beam; 3021. zhang Kong positioning mechanism; 30211. a positioning plate; 3022. a sub-beam;
4. a plug hole; 401. a first plug hole; 402. a second plug hole;
5. embedding bars; 501. a first embedded bar; 502. a second embedded bar; 503. a hanging ring; 504. a plugging plate; 505. a first end; 506. a second end;
6. and a connecting piece.
Detailed Description
For the purposes of making the objects, technical solutions and advantages of the present application more apparent, the present application will be further described in detail below with reference to the accompanying drawings.
It should be noted that: the relative arrangement of the components, numerical expressions and numerical values set forth in these embodiments do not limit the scope of the present application unless specifically stated otherwise.
Meanwhile, it should be understood that the sizes of the respective parts shown in the drawings are not drawn in actual scale for convenience of description.
The following description of at least one exemplary embodiment is merely exemplary in nature and is in no way intended to limit the application, its application, or uses.
It should be noted that unless otherwise defined, technical or scientific terms used in the embodiments of the present application should be given the ordinary meaning as understood by one of ordinary skill in the art to which the present application belongs. The terms "first," "second," and the like, as used herein, do not denote any order, quantity, or importance, but rather are used to distinguish one element from another. The word "comprising" or "comprises", and the like, means that elements or items preceding the word are included in the element or item listed after the word and equivalents thereof, but does not exclude other elements or items. The terms "connected" or "connected," and the like, are not limited to physical or mechanical connections, but may include electrical connections, whether direct or indirect. "upper", "lower", "left", "right", etc. are used merely to indicate relative positional relationships, which may also be changed when the absolute position of the object to be described is changed.
The description will be given taking as an example the prefabrication of the sectional box girder shown in fig. 1 and 2. As can be seen from fig. 1, the temporary Zhang Kong and the lifting hole 102 in the section box girder 1 penetrate through the top plate 103 of the section box girder 1, and the temporary hole 101 is taken as an example, the hole at one end of the temporary hole is positioned at the top of the section box girder 1, and the hole at the other end of the temporary hole is positioned at the hole wall of the middle hole 104 of the section box girder 1.
To pre-form the segmented box girder shown in fig. 1 and 2, a box girder mold 2 shown in fig. 3 may be used. The box girder mold 2 comprises two end molds 201, side molds 202 and an inner mold 203, wherein the inner mold 203 is used to form the middle hole 104 of the segmented box girder 1.
As shown in fig. 4, fig. 5 and fig. 6, the pre-burying device for forming a hole in a process hole of a matched prefabricated section box girder (hereinafter referred to as pre-burying device) provided in the embodiment of the application includes: a girder 3, at least one end of which is used for being connected with the box girder die 2; the frame beam 3 is provided with a plug hole 4, the plug hole 4 corresponds to the arrangement position of the process hole of the section box beam 1, and penetrates through the frame beam 3 along the radial direction of the frame beam 3; the embedded rod 5 is connected with the frame beam 3 in an inserting way through the inserting hole 4, and the outer diameter of the embedded rod 5 is matched with the aperture of the inserting hole 4; the first end 505 of the embedded rod 5 extends out of the girder erection 3 and into the girder box die 2.
The ends of the frame beams 3 may be connected to the end form 201 in the box beam mold 2 by welding or fastening (e.g., bolting, etc.), for example, as shown in fig. 5. In the related art, one of the two end molds 201 of the box girder mold 2 is a fixed end mold and the other is a movable end mold. The fixed end die is used as an assembly foundation of the box girder die 2, and the perpendicularity of the die surface of the fixed end die and the central axis of the section box girder 1 to be poured can be well guaranteed, so that if only one end of the frame girder 3 is connected with the box girder die 2, the frame girder 3 can be connected with the fixed end die to ensure that the embedded rod 5 inserted on the frame girder 3 is positioned at a design position in the box girder die 2.
In view of the above, the upper plate 103 is penetrated by the upper Zhang Kong and the lifting hole 102 of the segmental box girder 1, and the bottom of the upper plate 103 is formed by the inner mold 203, so that in this embodiment, the first end 505 of the embedded rod 5 can abut against the top of the inner mold 203, and the inner mold 203 can be used as an axial supporting structure of the embedded rod 5, as shown in fig. 6.
Illustratively, when the process holes in the section box girder 1 are formed only by the pre-buried bars 5 (i.e., the pre-buried bars 5 are in contact with concrete when the section box girder 1 is poured), the outer diameters of the pre-buried bars 5, the diameters of the plugging holes 4, and the diameters of the process holes are the same. When the process hole is formed through the embedded pipe, the embedded rod 5 is only used for positioning the embedded pipe (namely, the embedded pipe is in contact with concrete when the section box girder 1 is poured), the embedded rod 5 is inserted into the embedded pipe, and the outer diameter of the embedded rod 5, the aperture of the inserting hole 4 and the inner diameter of the embedded pipe are the same.
Illustratively, the number of the plugging holes 4 provided on the frame beam 3 is equal to or greater than the number of the process holes of the segment box beam 1.
Before the pre-burying device in this embodiment is used, the box girder mold 2 needs to be installed (including installing the reinforcement cage into the box girder mold 2). At least one end of the frame beam 3 is connected to the end mould 201 of the box beam mould 2, so that the position of the inserting holes 4 on the frame beam 3 is aligned with the position of the process holes (the position of the process holes is determined according to the structural design of the section box beam 1) of the section box beam 1 to be poured. For example, as shown in fig. 1 and 6, when the process hole is located at the top of the segmented box girder 1, the end of the frame girder 3 is connected to the top of the end mold 201.
After the girder 3 is fixed, the embedded rod 5 is inserted into the inserting hole 4 corresponding to the process hole, the first end 505 of the embedded rod 5 passes through the inserting hole 4 and then enters the box girder die 2, and the insertion depth of the embedded rod 5 corresponds to the depth of the process hole. For example, as shown in fig. 1 and 6, when the process hole penetrates the top plate 103 of the segmented box girder 1, the first end 505 of the embedded rod 5 may be made to abut against the top of the inner mold 203 of the box girder mold 2. Because the external diameter of the embedded rod 5 is matched with the aperture of the plug hole 4, the embedded rod 5 cannot move or incline in an uncontrolled radial direction in the plug hole 4, and the molding quality of the process hole can be ensured.
After the embedded bars 5 are inserted, concrete can be poured into the box girder die 2. After the concrete in the box girder die 2 is initially set, the embedded rod 5 can be pulled out from the inserting hole 4, and the process hole is formed at the moment.
According to the embedded device provided by the embodiment of the application, the girder erection 3 is connected with the box girder die 2, so that the position between the girder erection 3 and the section box girder 1 can be kept unchanged in the section box girder 1 forming process. Because the splicing holes 4 arranged on the frame beam 3 correspond to the process holes of the section box beam 1, the embedded bars 5 can be ensured to be accurately positioned at the process holes after passing through the splicing holes 4. Because the outer diameter of the embedded rod 5 is matched with the aperture of the inserting hole 4, the inserting hole 4 can limit the embedded rod 5, so that the embedded rod 5 is prevented from radial movement or inclination, and the embedded rod 5 is ensured to be reliably kept at a preset position all the time in the process of forming the process hole.
Meanwhile, as the embedded rod 5 is connected with the frame beam 3 in an inserting way through the inserting hole 4, the embedded rod 5 only needs to be axially moved along the inserting hole 4 when the embedded rod 5 is dismounted, and the use is convenient.
As shown in fig. 4, 5, 7 and 8, in some embodiments, the frame beam 3 includes a first frame beam 301, the first frame beam 301 being a tubular structure; the plug hole 4 comprises a first plug hole 401 arranged on the first frame beam 301, the embedded rod 5 comprises a first embedded rod 501, and the outer diameter of the first embedded rod 501 is matched with the aperture of the first plug hole 401.
Illustratively, the radial cross-sectional outer profile of the first frame beam 301 is square, i.e. the first frame beam 301 is a beam consisting of square tubes.
The first plug hole 401 corresponds to the hoisting hole 102 of the section box girder 1 to be poured, as shown in fig. 2 and 5, for example. In combination with the foregoing, that is, the first jack hole 401 can be coaxially aligned with the hoist hole 102, and the aperture of the first jack hole 401 is the same as the designed inner diameter of the hoist hole 102 (the inner diameter of the concrete hole or the inner diameter of the embedded pipe).
Illustratively, the outer diameter of the first pre-buried bar 501 is matched with the aperture of the first jack 401, that is, the outer diameter of the first pre-buried bar 501 is the same as the aperture of the first jack 401.
Illustratively, the first frame beam 301 is provided with two first jack holes 401 at intervals along the axial direction (such as the X1 direction in fig. 4).
Taking the structure shown in fig. 4, 7 and 8 as an example, the first jack hole 401 penetrates the first frame member 301, and the first frame member 301 has a tubular structure. When the first embedded rod 501 passes through the first plug hole 401, the first end 505 of the first embedded rod passes through the wall of one side of the tubular structure to enter the interior of the tubular structure, and then passes through the wall of the opposite side of the tubular structure to extend out, i.e. the tubular structure can position the first embedded rod 501 twice through the walls of the opposite sides of the tubular structure. Therefore, the positioning accuracy of the first frame beam 301 and the first plug hole 401 to the first embedded bar 501 can be improved by arranging the first frame beam 301 in a tubular structure, which is helpful for improving the quality of the process hole formed by the embedded bar 5.
As shown in fig. 4, 5, 6, 9 and 10, in some embodiments, the frame beam 3 further includes a second frame beam 302 spaced parallel to the first frame beam 301, the plugging hole 4 includes a second plugging hole 402 disposed on the second frame beam 302, and the pre-buried rod 5 includes a second pre-buried rod 502, and an outer diameter of the second pre-buried rod 502 matches an aperture of the second plugging hole 402.
Illustratively, the second socket hole 402 corresponds to the face Zhang Kong 101 of the segmental box girder 1 to be poured, as shown in fig. 2 and 5.
Illustratively, all the process holes on the section box girder 1 are divided into a plurality of hole groups according to the arrangement rule, and the plugging holes 4 in the same pre-buried device only correspond to the process holes in one hole group. When prefabricating the segmental box girder 1, one box girder die 2 can be provided with two or more pre-buried devices, so that a splicing hole 4 is arranged at a preset position of each process hole in the box girder die 2 to correspond to the preset position.
For example, taking the section box girder 1 shown in fig. 2 as an example, all the process holes can be divided into two axisymmetric hole groups, and the plugging holes 4 of one pre-buried device can be arranged to correspond to the process holes in one of the hole groups. In prefabrication, two identical pre-embedding devices are used, one of which is arranged corresponding to one hole set and the other is arranged corresponding to the other hole set after rotating horizontally 180 degrees, as shown in fig. 5.
As shown in fig. 4, 9, and 10, in some embodiments, the second frame beam 302 includes a temporary Zhang Kong positioning mechanism 3021 and two sub-beams 3022 respectively connected to the temporary Zhang Kong positioning mechanism 3021, wherein an end of the sub-beams 3022 remote from the temporary Zhang Kong positioning mechanism 3021 is used for connection to the box beam mold 2; along a radial direction (e.g., Y1 direction in fig. 4) of the second frame beam 302, the width of the temporary Zhang Kong positioning mechanism 3021 is greater than the width of the sub-beam 3022; the second plugging hole 402 is disposed in the positioning mechanism 3021 of the temporary Zhang Kong.
Taking the structure of the section box girder 1 shown in fig. 2 as an example, the faces Zhang Kong 101 on the section box girder 1 can be divided into two groups, and each group comprises four faces Zhang Kong 101 distributed in an array.
The second frame beam 302 is configured to include a wider face Zhang Kong positioning mechanism 3021 for providing four second mating holes 402 corresponding to the four faces Zhang Kong 101 of the array. Since the four faces Zhang Kong 101 are distributed more compactly, the length (dimension along the X1 direction in fig. 4) of the face Zhang Kong positioning mechanism 3021 can be correspondingly set smaller for material saving.
To enable the attachment of the temporary Zhang Kong positioning mechanism 3021 to the box girder mold 2. The second frame beam 302 further includes two sub beams 3022 connected to the positioning mechanism 3021 of the temporary Zhang Kong, and one end of the two sub beams 3022 away from the positioning mechanism 3021 of the temporary Zhang Kong can be connected to the box beam mold 2, so as to ensure that the position between the positioning mechanism 3021 of the temporary Zhang Kong and the box beam mold 2 is relatively fixed during prefabrication.
As shown in fig. 5, 6, 9 and 10, in some embodiments, the positioning mechanism 3021 of the temporary Zhang Kong includes at least two positioning plates 30211 spaced in parallel along a direction away from the box girder mold 2, and the second plugging holes 402 penetrate all of the positioning plates 30211.
When the second embedded rod 502 is connected with the second frame beam 302 in an inserting way through the second inserting hole 402, the first end 505 of the second embedded rod 502 sequentially passes through all positioning plates 30211, each positioning plate 30211 can position the second embedded rod 502, namely, at least two positioning plates 30211 can position the second embedded rod 502 at least twice, the positioning precision of the second frame beam 302 and the second inserting hole 402 to the second embedded rod 502 can be improved, and the quality of process holes formed through the embedded rods 5 can be improved.
As shown in fig. 5 and 6, in some embodiments, two ends of the sub beams 3022 near the positioning mechanism 3021 of the face Zhang Kong are respectively connected to two opposite side walls of the positioning mechanism 3021 of the face Zhang Kong.
In order to shorten the axial length of the sub-beam 3022, one end of the sub-beam 3022 may be connected to the side wall of the positioning mechanism 3021 of the temporary Zhang Kong by welding or the like, and the other end may be connected to the box beam mold 2. At this time, the length of the second frame beam 302 (i.e., the dimension in the X1 direction in fig. 4) is the sum of the lengths of the two sub beams 3022 and the length of the positioning mechanism 3021 of the temporary Zhang Kong.
As shown in fig. 4, in some embodiments, two of the sub-beams 3022 are arranged concentrically.
The two sub beams 3022 are concentrically arranged, so that the distribution of supporting force provided by the sub beams 3022 to the positioning mechanism 3021 of the temporary Zhang Kong is reasonable.
As shown in fig. 4, 5 and 6, in some embodiments, two ends of the first frame beam 301 are connected to one connecting piece 6, and two ends of the second frame beam 302 are connected to one connecting piece 6, respectively; the box girder mold 2 includes an end mold 201, and the connection member 6 is connected to the top of the end mold 201.
Illustratively, the connector 6 is formed of a square tube having an axial direction (i.e., in the Y1 direction in fig. 4) perpendicular to the axial directions of the first frame rail 301 and the second frame rail 302 (i.e., in the X1 direction in fig. 4).
Illustratively, the connector 6 is located on a side of the first 301 and second 302 frame beams that is adjacent to the box beam mold 2. As in fig. 6.
The end parts of the first frame beam 301 and the end part of the second frame beam 302 on the same side are connected to the same connecting piece 6, so that on one hand, the relative distance between the first frame beam 301 and the second frame beam 302 can be kept unchanged, and on the other hand, the connecting piece 6 is directly connected with the end mould 201, so that the first frame beam 301 and the second frame beam 302 can be simultaneously fixed on the end mould 201, and the embedded device of the embodiment is more convenient to use.
The connecting piece 6 is connected to the top of the end mold 201, that is, the connecting piece 6 is located above the end mold 201, and the end mold 201 can support the connecting piece 6, so that the girder 3 in the pre-burying device of the embodiment is erected above the box girder mold 2.
As shown in fig. 6 and 11, in some embodiments, the second end 506 of the pre-buried rod 5 extends out of the frame beam 3, and the second end 506 is connected with a hanging ring 503; the second end 506 of the pre-buried rod 5 is remote from the first end 505 of the pre-buried rod 5.
After the embedded rod 5 and the frame beam 3 are inserted, the second end 506 of the embedded rod 5 is exposed (located on the side, far away from the box beam die 2, of the frame beam 3), in order to facilitate pulling out the embedded rod 5, a hanging ring 503 is arranged at the second end 506 of the embedded rod 5, so that an outward pulling force is applied to the embedded rod 5 through a finger or a hanging hook.
As shown in fig. 11, in some embodiments, the pre-buried rod 5 is in a tubular structure, the second end 506 of the pre-buried rod 5 is connected with a plugging plate 504, and the hanging ring 503 is in threaded connection with the plugging plate 504.
In order to reduce the weight of the pre-buried bar 5, the pre-buried bar 5 may be provided in a tubular structure. Before the insertion hole 4 is inserted, the opening of the pipe hole at the first end of the embedded rod 5 can be plugged through rubberized fabric or other structural members, so that concrete is prevented from entering the pipe hole of the tubular structure during prefabrication.
For installing the hanging ring, a plugging plate 504 is arranged at the second end 506 of the embedded rod 5, and a threaded through hole is directly arranged on the plugging plate 504, or a through hole is arranged on the plugging plate 504 and a nut concentric with the through hole is fixed. When the hanging ring 503 is installed, the threaded post of the hanging ring 503 is screwed into the threaded through hole or the nut.
In this application, each embodiment is described in a progressive manner, and each embodiment focuses on a difference from other embodiments, and the same or similar parts between the embodiments refer to each other.
The description of the present application has been presented for purposes of illustration and description, and is not intended to be exhaustive or limited to the utility model in the form disclosed. Many modifications and variations will be apparent to those of ordinary skill in the art. The embodiments were chosen and described in order to best explain the principles of the application and the practical application, and to enable others of ordinary skill in the art to understand the application for various embodiments with various modifications as are suited to the particular use contemplated.
Those of ordinary skill in the art will appreciate that: the discussion of any of the embodiments above is merely exemplary and is not intended to suggest that the scope of the application (including the claims) is limited to these examples; the technical features of the above embodiments or in different embodiments may also be combined under the idea of the present application, the steps may be implemented in any order, and there are many other variations of the different aspects of the present application as described above, which are not provided in details for the sake of brevity.
While the present application has been described in conjunction with specific embodiments thereof, many alternatives, modifications, and variations of those embodiments will be apparent to those skilled in the art in light of the foregoing description.
The embodiments of the present application are intended to embrace all such alternatives, modifications and variances which fall within the broad scope of the appended claims. Accordingly, any omissions, modifications, equivalents, improvements and the like, which are within the spirit and principles of the application, are intended to be included within the scope of the present application.

Claims (10)

1. Pre-buried device of prefabricated festival section case roof beam technology hole pore-forming of matching, its characterized in that includes:
the girder erection device comprises a girder erection device, at least one end of which is used for being connected with a box girder mould; the frame beam is provided with a splicing hole, the splicing hole corresponds to the arrangement position of the process hole of the section box beam, and the splicing hole penetrates through the frame beam along the radial direction of the frame beam;
the embedded rod is connected with the frame beam in an inserting way through the inserting hole, and the outer diameter of the embedded rod is matched with the aperture of the inserting hole; the first end of the embedded rod extends out of the girder erection and into the box girder die.
2. The pre-buried device for matching the process hole of the prefabricated section box girder according to claim 1, wherein the girder comprises a first girder, and the first girder is of a tubular structure; the spliced eye including set up in the first spliced eye of first frame roof beam, pre-buried stick includes first pre-buried stick, the external diameter of first pre-buried stick with the aperture phase-match of first spliced eye.
3. The pre-buried device for matching the process hole of the prefabricated section box girder according to claim 2, wherein the girder further comprises a second girder arranged in parallel with the first girder at intervals, the plug hole comprises a second plug hole arranged on the second girder, the pre-buried rod comprises a second pre-buried rod, and the outer diameter of the second pre-buried rod is matched with the aperture of the second plug hole.
4. A pre-buried device for forming a hole in a process hole of a matched prefabricated section box girder according to claim 3, wherein the second frame girder comprises a Zhang Kong positioning mechanism and two sub-girders respectively connected with the Zhang Kong positioning mechanism, and one end of the Liang Yuanli sub-Zhang Kong positioning mechanism is used for being connected with the box girder mould; along the radial direction of the second frame beam, the width of the temporary Zhang Kong positioning mechanism is larger than that of the sub beam; the second plug hole is arranged on the temporary Zhang Kong positioning mechanism.
5. The pre-buried device for forming holes in a process hole of a matched prefabricated section box girder according to claim 4, wherein the Zhang Kong positioning mechanism comprises at least two positioning plates which are arranged at intervals in parallel along the direction away from the box girder die, and the second plug hole penetrates through all the positioning plates.
6. The pre-buried device for forming holes in a matched prefabricated section box girder according to claim 4, wherein one ends of two said sub Liang Kaojin said temporary Zhang Kong positioning mechanisms are respectively connected to two opposite side walls of said temporary Zhang Kong positioning mechanisms.
7. The pre-buried device for matching process holes of prefabricated section box girders according to claim 6, wherein two said sub Liang Tongxin are provided.
8. The pre-buried device for forming holes in the process holes of the matched prefabricated section box girders according to claim 3, wherein two ends of the first frame girder are respectively connected with a connecting piece, and two ends of the second frame girder are respectively connected with one connecting piece;
the box girder die comprises an end die, and the connecting piece is used for being connected with the top of the end die.
9. The pre-buried device for matching the process hole of the prefabricated section box girder to form a hole, which is characterized in that a second end of the pre-buried rod extends out of the girder and is connected with a hanging ring; the second end of the embedded rod is far away from the first end of the embedded rod.
10. The embedded device for forming the holes in the process holes of the matched prefabricated section box girders according to claim 9, wherein the embedded rod is of a tubular structure, a plugging plate is connected to the second end of the embedded rod, and the hanging ring is in threaded connection with the plugging plate.
CN202322250907.0U 2023-08-21 2023-08-21 Pre-buried device of matching prefabricated section case roof beam technology hole pore-forming Active CN220699968U (en)

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Application Number Priority Date Filing Date Title
CN202322250907.0U CN220699968U (en) 2023-08-21 2023-08-21 Pre-buried device of matching prefabricated section case roof beam technology hole pore-forming

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CN220699968U true CN220699968U (en) 2024-04-02

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