CN220167541U - Positioning device for channel steel embedded part - Google Patents

Positioning device for channel steel embedded part Download PDF

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Publication number
CN220167541U
CN220167541U CN202320671207.6U CN202320671207U CN220167541U CN 220167541 U CN220167541 U CN 220167541U CN 202320671207 U CN202320671207 U CN 202320671207U CN 220167541 U CN220167541 U CN 220167541U
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CN
China
Prior art keywords
channel steel
connecting rod
sleeve
embedded
steel
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Active
Application number
CN202320671207.6U
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Chinese (zh)
Inventor
王喻杰
张博方
周海德
闫敏
刘佳海
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.)
Cccc Qingdao Urban Construction Co ltd
Road and Bridge International Co Ltd
China Communications Road and Bridge North China Engineering Co Ltd
Original Assignee
Cccc Qingdao Urban Construction Co ltd
Road and Bridge International Co Ltd
China Communications Road and Bridge North China Engineering Co Ltd
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Application filed by Cccc Qingdao Urban Construction Co ltd, Road and Bridge International Co Ltd, China Communications Road and Bridge North China Engineering Co Ltd filed Critical Cccc Qingdao Urban Construction Co ltd
Priority to CN202320671207.6U priority Critical patent/CN220167541U/en
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Publication of CN220167541U publication Critical patent/CN220167541U/en
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Abstract

The utility model discloses a positioning device of a channel steel embedded part, which is arranged in two groups, wherein each group of positioning devices comprises: a sleeve and a connecting rod; the sleeve is used for sleeving one embedded bolt of the channel steel, one end of the connecting rod is fixedly connected with the sleeve, and the other end of the connecting rod is used for propping against the side face of the other embedded bolt of the channel steel; the two ends of the construction line are respectively bolted with the connecting rods in the two groups of positioning devices, and the length of the construction line is matched with the interval between the adjacent channel steel. The utility model solves the problems that the positioning of the channel steel embedded parts in the related technology needs to be measured one by manually using the measuring ruler, the workload is large, the efficiency is low, more time is occupied, the positioning result error is large, and the construction quality is affected.

Description

Positioning device for channel steel embedded part
Technical Field
The utility model relates to the technical field of channel steel embedded part construction, in particular to a positioning device for a channel steel embedded part.
Background
At present, the positioning work of large-area ground embedded parts mainly relies on manual measurement to position the embedded parts one by one, so that the workload is large, the efficiency is low, and more time is occupied; moreover, workers can position the steel plates one by one, so that accuracy is insufficient, positioning result errors are large, and construction quality is affected.
Disclosure of Invention
The utility model mainly aims to provide a positioning device for a channel steel embedded part, which aims to solve the problems that the channel steel embedded part is required to be positioned manually and measured one by using a measuring ruler in the related art, the workload is large, the efficiency is low, more time is occupied, the positioning result error is large and the construction quality is influenced.
In order to achieve the above purpose, the present utility model provides a positioning device for a channel steel embedded part, where the positioning devices for the channel steel embedded part are arranged in two groups, and each group of positioning devices includes: a sleeve and a connecting rod; wherein,
the sleeve is used for sleeving one embedded bolt of the channel steel, one end of the connecting rod is fixedly connected with the sleeve, and the other end of the connecting rod is used for propping against the side face of the other embedded bolt of the channel steel;
the two ends of the construction line are respectively bolted with the connecting rods in the two groups of positioning devices, and the length of the construction line is matched with the interval between the adjacent channel steel.
Further, a wire tying groove is formed in the middle of the connecting rod, and the construction wire is bolted to the wire tying groove.
Further, the length of the connecting rod is larger than the distance between adjacent embedded bolts on the channel steel;
the fixed height of the connecting rod on the sleeve is smaller than the height of the embedded bolt.
Further, the diameter of the sleeve is slightly larger than that of the embedded bolt.
Further, the sleeve is made of steel pipes, and the connecting rod is made of steel bars.
Further, the diameter of the sleeve is 14mm, the wall thickness is 1mm, the diameter of the connecting rod is 6mm, and the length of the connecting rod is 300mm.
In the embodiment of the utility model, the sleeve and the connecting rod are arranged; the sleeve is used for sleeving one embedded bolt of the channel steel, one end of the connecting rod is fixedly connected with the sleeve, and the other end of the connecting rod is used for propping against the side face of the other embedded bolt of the channel steel; the two ends of the construction line are respectively bolted with the connecting rods of the two groups of positioning devices, the length of the construction line is matched with the distance between the adjacent channel steel, the aims that after the two channel steel are arranged, the sleeve of one positioning device is sleeved on the embedded bolt of one channel steel and the connecting rods are abutted against the embedded bolt, the sleeve of the other positioning device is sleeved on the embedded bolt of the other channel steel and the screw rods are abutted against the embedded bolt, and then the position of the channel steel is adjusted to tighten the construction line so as to position the two channel steel are achieved, the channel steel is rapidly positioned in the channel steel embedded part construction, the technical effects of simple use and high construction efficiency are achieved, the problems that the channel steel embedded part positioning needs to be measured manually one by using a measuring scale in the prior art, the workload is large, the efficiency is low, more time is occupied, the positioning result error is large, and the construction quality is affected are solved.
Drawings
The accompanying drawings, which are included to provide a further understanding of the utility model, are incorporated in and constitute a part of this specification. The drawings and their description are illustrative of the utility model and are not to be construed as unduly limiting the utility model. In the drawings:
FIG. 1 is a schematic diagram of a structure according to an embodiment of the present utility model;
FIG. 2 is a schematic top view of an embodiment of the present utility model;
FIG. 3 is a schematic side view of an embodiment of the present utility model;
the construction method comprises the following steps of 1 channel steel, 2 construction lines, 3 embedded bolts, 4 connecting rods and 5 sleeves.
Detailed Description
In order that those skilled in the art will better understand the present utility model, a technical solution in the embodiments of the present utility model will be clearly and completely described below with reference to the accompanying drawings in which it is apparent that the described embodiments are only some embodiments of the present utility model, not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the present utility model without making any inventive effort, shall fall within the scope of the present utility model.
It should be noted that the terms "first," "second," and the like in the description and the claims of the present utility model and the above figures are used for distinguishing between similar objects and not necessarily for describing a particular sequential or chronological order. It is to be understood that the data so used may be interchanged where appropriate in order to describe the embodiments of the utility model herein.
In the present utility model, the azimuth or positional relationship indicated by the terms "upper", "lower", "inner", and the like are based on the azimuth or positional relationship shown in the drawings. These terms are only used to better describe the present utility model and its embodiments and are not intended to limit the scope of the indicated devices, elements or components to the particular orientations or to configure and operate in the particular orientations.
Also, some of the terms described above may be used to indicate other meanings in addition to orientation or positional relationships, for example, the term "upper" may also be used to indicate some sort of attachment or connection in some cases. The specific meaning of these terms in the present utility model will be understood by those of ordinary skill in the art according to the specific circumstances.
Furthermore, the terms "disposed," "configured," "connected," "secured," and the like are to be construed broadly. For example, "connected" may be in a fixed connection, a removable connection, or a unitary construction; may be a mechanical connection, or an electrical connection; may be directly connected, or indirectly connected through intervening media, or may be in internal communication between two devices, elements, or components. The specific meaning of the above terms in the present utility model can be understood by those of ordinary skill in the art according to the specific circumstances.
In addition, the term "plurality" shall mean two as well as more than two.
It should be noted that, without conflict, the embodiments of the present utility model and features of the embodiments may be combined with each other. The utility model will be described in detail below with reference to the drawings in connection with embodiments.
At present, the positioning work of large-area ground embedded parts mainly relies on manual measurement to position the embedded parts one by one, so that the workload is large, the efficiency is low, and more time is occupied; moreover, workers can position the steel plates one by one, so that accuracy is insufficient, positioning result errors are large, and construction quality is affected.
In order to solve the above technical problems, as shown in fig. 1 to 3, an embodiment of the present utility model provides a positioning device for a channel steel 1 embedded part, where the positioning devices for the channel steel 1 embedded part are set into two groups, and each group of positioning devices includes: a sleeve 5 and a connecting rod 4; wherein,
the sleeve 5 is used for sleeving one embedded bolt 3 of the channel steel 1, one end of the connecting rod 4 is fixedly connected with the sleeve 5, and the other end of the connecting rod is used for propping against the side face of the other embedded bolt 3 of the channel steel 1;
the two ends of the construction line 2 are respectively bolted with connecting rods 4 in the two groups of positioning devices, and the length of the construction line 2 is matched with the interval between the adjacent channel steels 1.
In this embodiment, the positioning means are arranged in two symmetrical groups, each group consisting of a sleeve 5 and a connecting rod 4. The sleeve 5 is used for sleeving the embedded bolt 3 of the channel steel 1, and the diameter of the sleeve 5 is slightly larger than that of the embedded bolt 3, so that the sleeve 5 is not obviously loosened and is easy to pull out and insert after being sleeved on the embedded bolt 3. The connecting rod 4 is fixed on one side of the sleeve 5, the connecting rod 4 is perpendicular to the sleeve 5, and after the sleeve 5 is sleeved on one embedded bolt 3 of the channel steel 1, the connecting rod 4 abuts against the back surface of the other embedded bolt 3. The length of the construction line 2 is matched with the interval between the adjacent channel steel 1, for example, the interval between the adjacent channel steel 1 is 6m according to the construction drawing, because the embedded bolt 3 is installed in the middle of the channel steel 1, and the connecting rod 4 is propped against the outer side of the embedded bolt 3, the length of the construction line 2 needs to be increased to the length from the outer side of the embedded bolt 3 to the boundary of the channel steel 1 on the basis of 6m, but in general, the length of the construction line 2 and the interval between the channel steel 1 have a corresponding relationship. Therefore, after the length of the construction line 2 is determined according to the design space of the channel steel 1, the space between the two channel steel 1 on the surface meets the design requirement when the construction line 2 is in a tightening state.
Corresponding to this embodiment, constructor cup joints the sleeve 5 of one of them positioner on the embedded bolt 3 of one of them channel-section steel 1 and makes connecting rod 4 and embedded bolt 3 offset after two channel-section steel 1 arrange, cup joint the sleeve 5 of another positioner on the embedded bolt 3 of another channel-section steel 1 and make the screw rod offset with this embedded bolt 3, then adjust the position of channel-section steel 1 and make construction line 2 tighten can carry out the purpose of location to two channel-section steel 1, thereby realized carrying out the location to channel-section steel 1 fast in channel-section steel 1 built-in fitting construction, easy to use, the high technological effect of efficiency of construction, and then solved among the prior art channel-section steel 1 built-in fitting location need the manual work to utilize the dipperstick to measure one by one, the work load is big and inefficiency, occupy more time, and location result error is great, influence construction quality's problem.
In order to make the connection positions of the construction wires 2 on the two positioning devices identical, a wire tying groove is arranged in the middle of the connecting rod 4 in the embodiment, and the construction wires 2 are bolted to the wire tying groove. The length of the connecting rod 4 is longer than the distance between adjacent embedded bolts 3 on the channel steel 1; the fixed height of the connecting rod 4 on the sleeve 5 is smaller than the height of the embedded bolt 3.
Further, the diameter of the sleeve 5 is slightly larger than that of the embedded bolt 3. Further, the sleeve 5 is made of steel pipes, and the connecting rod 4 is made of steel bars. The sleeve 5 has a diameter of 14mm, a wall thickness of 1mm, a diameter of 6mm and a length of 300mm of the connecting rod 4.
The above description is only of the preferred embodiments of the present utility model and is not intended to limit the present utility model, but various modifications and variations can be made to the present utility model by those skilled in the art. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.

Claims (6)

1. The utility model provides a positioner of channel-section steel built-in fitting, its characterized in that, positioner sets up into two sets of, every group positioner all includes: a sleeve and a connecting rod; wherein,
the sleeve is used for sleeving one embedded bolt of the channel steel, one end of the connecting rod is fixedly connected with the sleeve, and the other end of the connecting rod is used for propping against the side face of the other embedded bolt of the channel steel;
the steel-concrete composite construction line further comprises a construction line, wherein two ends of the construction line are respectively bolted with the connecting rods in the two groups of positioning devices, and the length of the construction line is matched with the distance between the adjacent channel steels.
2. The positioning device for a channel steel embedded part according to claim 1, wherein: the middle part of the connecting rod is provided with a wire tying groove, and the construction wire is bolted to the wire tying groove.
3. The positioning device of the channel steel embedded part according to claim 2, wherein: the length of the connecting rod is larger than the distance between adjacent embedded bolts on the channel steel;
the fixed height of the connecting rod on the sleeve is smaller than the height of the embedded bolt.
4. A positioning device for a channel steel embedded part according to claim 3, wherein: the diameter of the sleeve is slightly larger than that of the embedded bolt.
5. The positioning device for the channel steel embedded part according to claim 4, wherein: the sleeve is made of steel pipes, and the connecting rod is made of steel bars.
6. The positioning device for the channel steel embedded part according to claim 5, wherein: the diameter of the sleeve is 14mm, the wall thickness is 1mm, the diameter of the connecting rod is 6mm, and the length of the connecting rod is 300mm.
CN202320671207.6U 2023-03-30 2023-03-30 Positioning device for channel steel embedded part Active CN220167541U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320671207.6U CN220167541U (en) 2023-03-30 2023-03-30 Positioning device for channel steel embedded part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320671207.6U CN220167541U (en) 2023-03-30 2023-03-30 Positioning device for channel steel embedded part

Publications (1)

Publication Number Publication Date
CN220167541U true CN220167541U (en) 2023-12-12

Family

ID=89053361

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320671207.6U Active CN220167541U (en) 2023-03-30 2023-03-30 Positioning device for channel steel embedded part

Country Status (1)

Country Link
CN (1) CN220167541U (en)

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