CN218345963U - Pier stud template vertical degree adjusting device - Google Patents
Pier stud template vertical degree adjusting device Download PDFInfo
- Publication number
- CN218345963U CN218345963U CN202222464974.8U CN202222464974U CN218345963U CN 218345963 U CN218345963 U CN 218345963U CN 202222464974 U CN202222464974 U CN 202222464974U CN 218345963 U CN218345963 U CN 218345963U
- Authority
- CN
- China
- Prior art keywords
- pier stud
- level
- adjusting device
- stud template
- template
- 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.)
- Active
Links
Images
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
The utility model provides a pier stud template verticality adjusting device, which relates to the technical field of bridge pier stud construction equipment and comprises a level bar component, a fixed structure, a dial and a line weight, wherein the level bar component is connected with the fixed structure and is used for being connected with an external pier stud template through the fixed structure; the dial and the plumb bob are both connected with the level bar assembly, and the plumb bob is used for displaying the inclination degree of the pier stud template through indicating the position on the dial. The utility model discloses the technical problem of the angle and the direction that can't accurate judgement pier stud template squinted in vertical direction when adjusting pier stud template verticality that exists among the prior art has been alleviated.
Description
Technical Field
The utility model belongs to the technical field of the technique of bridge pier stud construction equipment and specifically relates to a vertical degree adjusting device of pier stud template is related to.
Background
Among the solid quality of bridge pier stud, the pier stud verticality is the main control item, and it directly influences the pier stud stress transmission. In the pier column construction, the main factor influencing the verticality of the pier column is the installation of a pier column template.
At present, when the pier stud templates are installed, the centering control method comprises the steps that after the pier stud templates are assembled, a line is hung on the top of each template and hangs to the bottom of each template, and an operator measures the distance from the upper vertical line and the lower vertical line to the outer edge of each template by using a steel ruler. If the measured values are consistent, the template is vertical. If the two values are not consistent, the template is inclined, the inclined direction of the template is judged according to the difference value of the two values, and then the correction is carried out by adjusting the lengths of the cable ropes around the template. And continuously repeating the distance measurement and the adjustment until the upper distance measurement and the lower distance measurement are consistent. After the direction is adjusted, another cable rope hanging position perpendicular to the direction is selected, and the operation steps are repeated until the template is in a vertical state in all four directions on the same horizontal plane.
However, this embodiment also has certain drawbacks: when the vertical degree of template is adjusted, need arrange operating personnel in three places, promptly: the labor consumption is large for template top hanging wires and distance measuring personnel, template bottom distance measuring personnel and ground cable wind rope adjusting personnel; in the process of adjusting the vertical degree of the template, no indication basis exists, the two processes of distance measurement and cable rope adjustment need to be repeated, and the effect is low; if the line drop is arranged on the outer side of the pier stud template, the line drop is easily influenced by external wind, and the implementation difficulty and the measurement error are increased; if the line weighs down and sets up in pier stud template inboard, then bottom measurement personnel are in operation in the finite space, and the safety risk is higher.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a pier stud template vertical degree adjusting device to alleviate the technical problem that the angle and the direction of pier stud template skew in vertical direction can't accurate judgement in the adjustment pier stud template vertical degree that exists among the prior art.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
in a first aspect, the utility model provides a pier stud template verticality adjusting device, which comprises a level bar component, a fixing structure, a dial and a line weight, wherein the level bar component is connected with the fixing structure and is used for being connected with an external pier stud template through the fixing structure;
the dial and the plumb bob all with the level bar subassembly is connected, just the plumb bob is used for showing through pointing at position on the dial the degree of inclination of pier stud template.
In an optional embodiment of the present invention, the level assembly comprises a level body and a connecting member, wherein the level body is connected to the connecting member;
the level bar body is connected with the fixed structure and the dial disc;
the connecting piece is connected with the line pendant.
Further, pier stud template verticality adjusting device still includes the spirit level, the spirit level with this body coupling of level.
Furthermore, the level body is provided with a mounting groove, and the mounting groove is used for mounting the level gauge.
Furthermore, the number of the mounting grooves is at least two, and the two mounting grooves are symmetrically arranged on the level bar body.
In an optional embodiment of the present invention, the fixing structure comprises a sliding groove and a fixing component, the sliding groove is connected with the level bar component;
the fixed component is connected with the sliding groove in a sliding mode, and one end, far away from the sliding groove, of the fixed component is used for being connected with the pier stud template.
Furthermore, the fixing assembly comprises a screw and a fastening nut, one end of the screw is connected with the sliding groove in a sliding mode through a nut, and the other end of the screw is used for being connected with the pier stud template;
the fastening nut is connected with the screw, and the fastening nut is used for abutting against the sliding groove through screwing so as to fix the screw relative to the sliding groove.
The utility model discloses in the optional embodiment, fixed knot constructs at least two sets ofly, and two sets of fixed knot constructs with the both ends of level bar subassembly correspond to be connected.
The utility model discloses in the optional embodiment, pier stud template vertical degree adjusting device still includes the tractive subassembly, the one end of tractive subassembly with the level bar subassembly is connected, and the other end is used for with ground fixed connection, the tractive subassembly is used for the pulling the level bar subassembly is so that the line weighs down the sensing on the vertical point position of calibrated scale.
Further, the traction assembly comprises a guy rope and a ground anchor, one end of the guy rope is connected with the level assembly, and the other end of the guy rope is connected with the ground anchor;
the ground anchor is used for being inserted into the ground for fixing.
The utility model discloses following beneficial effect can be realized:
in a first aspect, the utility model provides a pier stud template vertical degree adjusting device, which comprises a level bar component, a fixing structure, a dial and a line weight, wherein the level bar component is connected with the fixing structure and is used for being connected with an externally-connected pier stud template through the fixing structure; the dial and the plumb bob are both connected with the level bar assembly, and the plumb bob is used for displaying the inclination degree of the pier stud template through indicating the position on the dial.
The utility model discloses in, pier stud template vertical degree adjusting device includes that the level bar subassembly, fixed knot construct, calibrated scale and line weigh down, and the level bar subassembly passes through fixed knot to be connected with pier stud template, and the preferred sets up the level bar subassembly in pier stud template top position, then weighs down the line and puts down, observes what position that the line weighs down directional calibrated scale to judge the incline direction and the slope degree of pier stud template, then can correct pier stud template through tractive or the mode of having pushed up.
Compared with the prior art, the utility model provides a vertical degree adjusting device of pier stud template can be at the in-process of adjusting the pier stud template, observes the degree of inclination of pier stud template in real time, and then rights pier stud template.
To sum up, the utility model discloses the technical problem of the angle and the direction that can't accurate judgement pier stud template squinted in vertical direction when adjusting pier stud template verticality that exist among the prior art has been alleviated at least.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the technical solutions in the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and for those skilled in the art, other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic perspective view of a main body of a device for adjusting the vertical degree of a pier stud template according to an embodiment of the present invention;
fig. 2 is a schematic structural view of a main body of the device for adjusting the vertical degree of a pier stud template according to the embodiment of the present invention;
fig. 3 is a schematic top view of a main body of the device for adjusting the vertical degree of a pier stud template according to an embodiment of the present invention;
fig. 4 is the embodiment of the utility model provides a main view structure schematic diagram under pier stud template vertical degree adjusting device user state.
Icon: 1-a level assembly; 11-level body; 111-mounting grooves; 12-a connector; 2-a level gauge; 3-a fixed structure; 31-a chute; 32-a stationary component; 321-a screw rod; 322-a fastening nut; 4-dial scale; 5-a line pendant; 6-a pulling assembly; 61-guy rope; 62-a ground anchor; 7-pier stud template; 8-bearing platform.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, 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, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention, as generally described and illustrated in the figures herein, may be arranged and designed in a wide variety of different configurations.
Thus, the following detailed description of the embodiments of the present invention, presented in the accompanying drawings, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative efforts belong to the protection scope of the present invention.
It should be noted that: like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the present invention, it should be noted that the terms "upper", "lower", "vertical", "horizontal", "inner", "outer", and the like indicate the directions or positional relationships based on the directions or positional relationships shown in the drawings, or the directions or positional relationships that the products of the present invention are usually placed when in use, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the device or element to which the term refers must have a specific direction, be constructed and operated in a specific direction, and thus, should not be construed as limiting the present invention. Furthermore, the terms "first," "second," "third," and the like are used solely to distinguish one from another and are not to be construed as indicating or implying relative importance.
Furthermore, the terms "horizontal", "vertical" and the like do not imply that the components are required to be absolutely horizontal or pendant, but rather may be slightly inclined. For example, "horizontal" merely means that the direction is more horizontal than "vertical" and does not mean that the structure must be perfectly horizontal, but may be slightly inclined.
In the description of the present invention, it should also be noted that, unless otherwise explicitly specified or limited, the terms "disposed," "mounted," and "connected" are to be construed broadly, e.g., as meaning fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Some embodiments of the present invention will be described in detail below with reference to the accompanying drawings. The embodiments described below and the features of the embodiments can be combined with each other without conflict.
Example one
The embodiment provides a pier stud template verticality adjusting device, and referring to fig. 1 or fig. 4, the pier stud template verticality adjusting device comprises a level bar component 1, a fixing structure 3, a dial 4 and a line weight 5, wherein the level bar component 1 is connected with the fixing structure 3, and the level bar component 1 is used for being connected with an external pier stud template 7 through the fixing structure 3; dial 4 and plumb bob 5 are all connected with level bar subassembly 1, and plumb bob 5 is used for revealing the degree of inclination of pier stud template 7 through the position that points on dial 4.
The embodiment of the utility model provides an at least, alleviated the technical problem of the angle and the direction that exist among the prior art can't accurate judgement pier stud template 7 squinted in vertical direction when adjusting 7 vertical degrees of pier stud template.
The embodiment of the utility model provides an in, pier stud template vertical degree adjusting device includes that level bar subassembly 1, fixed knot construct 3, calibrated scale 4 and line weigh down 5, and level bar subassembly 1 is connected with pier stud template 7 through fixed knot construct 3, and the preferred sets up level bar subassembly 1 at pier stud template 7 top position, then weighs down 5 with the line and puts down 5, observes what position that the line weighs down 5 directional calibrated scale 4 to judge the incline direction and the slope degree of pier stud template 7, then can correct pier stud template 7 through the mode of tractive or jack-up.
Compared with the prior art, the embodiment of the utility model provides a vertical degree adjusting device of pier stud template can be at the in-process of adjusting pier stud template 7, observes pier stud template 7's inclination in real time, and then rights pier stud template 7.
In an alternative embodiment of this embodiment, referring to fig. 2, the level assembly 1 includes a level body 11 and a connecting member 12, wherein the level body 11 is connected to the connecting member 12; the level ruler body 11 is connected with the fixed structure 3 and the dial 4; the connecting member 12 is connected to the wire drop 5.
Specifically, the method comprises the following steps: the level bar body 11 is connected with the connecting piece 12, preferably, the level bar body 11 is in a strip-shaped structure, the level bar body 11 is horizontally placed, and the connecting piece 12 is connected to the center of the bottom of the level bar body 11; the dial 4 is connected with the bottom of the level ruler body 11, and the dial 4 is provided with a 0-scale position, wherein the 0-scale position is positioned at the center of the bottom surface of the level ruler body 11; the level bar body 11 is detachably connected with the top of the pier stud template 7 through the fixing structure 3.
Further, referring to fig. 1 or 2, the pier stud template verticality adjusting device further comprises a level 2, and the level 2 is connected with the level body 11.
Specifically, the method comprises the following steps: level 2 is connected with level body 11, and level 2 is the level bubble structure, through observing the position of blistering, judges whether level body 11 is the level.
Further, referring to fig. 1, the level body 11 is opened with an installation groove 111, and the installation groove 111 is used for installing the level 2.
Specifically, the method comprises the following steps: mounting groove 111 has been seted up to level body 11, and mounting groove 111 is used for holding surveyor's level 2 to make surveyor's level 2 fixed for level body 11.
Further, referring to fig. 3, there are at least two mounting grooves 111, and the two mounting grooves 111 are symmetrically formed on the level body 11.
Specifically, the method comprises the following steps: two mounting grooves 111 are symmetrically arranged on the level bar body 11, and a level 2 is arranged in each of the two mounting grooves 111.
In an alternative embodiment of this embodiment, referring to fig. 2, the fixing structure 3 includes a chute 31 and a fixing component 32, the chute 31 is connected with the level assembly 1; fixed subassembly 32 and spout 31 sliding connection, and the one end that fixed subassembly 32 keeps away from spout 31 is used for being connected with pier stud template 7.
Specifically, the method comprises the following steps: the chute 31 is connected with the level assembly 1, the chute 31 is preferably a limiting chute, and the fixing assembly 32 is connected with the chute 31 in a sliding manner, namely one end of the fixing assembly 32 is arranged in the chute 31, and the other end of the fixing assembly is arranged in a suspended manner; in use, the end of the securing assembly 32 remote from the chute 31 is used to connect with the pier stud template 7.
Further, referring to fig. 2, the fixing assembly 32 includes a screw 321 and a fastening nut 322, one end of the screw 321 is slidably connected to the chute 31 through a nut, and the other end of the screw 321 is used for connecting with the pier stud template 7; the fastening nut 322 is connected to the screw 321, and the fastening nut 322 is used to fix the screw 321 to the chute 31 by coming into contact with the chute 31 by tightening.
Specifically, the method comprises the following steps: one end of the screw rod 321 is slidably connected with the sliding groove 31 through a nut, and the other end of the screw rod 321 is used for being connected with the pier stud template 7, preferably, one end of the screw rod 321, which is far away from the sliding groove 31, can be connected with the pier stud template 7 through a connecting piece; the fastening nut 322 is screwed onto the runner 31, and the screw 321 is fixed relative to the runner 31 by the nut of the screw 321 being in clamping connection with the fastening nut 322.
In the optional embodiment of this embodiment, there are at least two sets of fixing structures 3, and two sets of fixing structures 3 are correspondingly connected to two ends of the level assembly 1.
Specifically, the method comprises the following steps: two sets of fixed knot construct 3 and the both ends of spirit level subassembly 1 are connected correspondingly, and two sets of fixed knot construct 3 respectively with pier stud template 7 tip both ends edge connection to it is more firm to make spirit level subassembly 1 be connected with pier stud template 7.
In an optional implementation manner of this embodiment, referring to fig. 4, the pier stud template vertical degree adjusting device further includes a pulling assembly 6, one end of the pulling assembly 6 is connected with the level assembly 1, the other end of the pulling assembly is used for being fixedly connected with the ground, and the pulling assembly 6 is used for pulling the level assembly 1 so that the line weight 5 points to a vertical point of the scale plate 4.
Specifically, the method comprises the following steps: one end of the drawing components 6 is connected with the level bar component 1, the other end of the drawing components 6 is fixedly connected with the ground, preferably, at least two groups of drawing components 6 are arranged, and the two groups of drawing components 6 are oppositely arranged on two sides of the pier stud template 7.
Further, the pulling assembly 6 comprises a guy rope 61 and a ground anchor 62, one end of the guy rope 61 is connected with the level assembly 1, and the other end of the guy rope 61 is connected with the ground anchor 62; the ground anchor 62 is used for insertion into the ground for fixation.
Specifically, the method comprises the following steps: the bottom of the pier stud template 7 is arranged on the bearing platform 8, one end of a guy rope 61 is connected with the level bar component 1, the other end of the guy rope 61 is connected with a ground anchor 62, and the ground anchor 62 is used for being inserted into the ground for fixing; when the line drop 5 points to one side of the scale 0 of the dial 4, operators on both sides can make the line drop 5 point to the scale 0 of the dial 4 through the tightness degree of the cable rope 61 so as to straighten the pier stud template 7.
Finally, it should be noted that: the embodiments in the present description are all described in a progressive manner, each embodiment focuses on the differences from the other embodiments, and the same and similar parts among the embodiments can be referred to each other; the above embodiments in the present specification are only used for illustrating the technical solutions of the present invention, and not for limiting the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not depart from the spirit and scope of the present invention.
Claims (10)
1. The pier stud template verticality adjusting device is characterized by comprising a level bar component (1), a fixing structure (3), a dial (4) and a line weight (5), wherein the level bar component (1) is connected with the fixing structure (3), and the level bar component (1) is used for being connected with an external pier stud template (7) through the fixing structure (3);
the dial (4) and the line weight (5) are connected with the level bar component (1), and the line weight (5) is used for displaying the inclination degree of the pier stud template (7) through the position of the finger on the dial (4).
2. The pier stud formwork verticality adjusting device according to claim 1, characterized in that the level assembly (1) comprises a level body (11) and a connecting piece (12), wherein the level body (11) is connected with the connecting piece (12);
the level ruler body (11) is connected with the fixed structure (3) and the dial (4);
the connecting piece (12) is connected with the line pendant (5).
3. The pier stud formwork verticality adjusting device according to claim 2, further comprising a level (2), wherein the level (2) is connected with the level body (11).
4. The pier stud template verticality adjusting device according to claim 3, wherein the level body (11) is provided with a mounting groove (111), and the mounting groove (111) is used for mounting the level gauge (2).
5. The pier column template verticality adjusting device according to claim 4, wherein the number of the installation grooves (111) is at least two, and the two installation grooves (111) are symmetrically arranged on the horizontal ruler body (11).
6. The pier stud template verticality adjusting device according to claim 1, characterized in that the fixing structure (3) comprises a chute (31) and a fixing component (32), wherein the chute (31) is connected with the level assembly (1);
fixed subassembly (32) with spout (31) sliding connection, just fixed subassembly (32) are kept away from the one end of spout (31) be used for with pier stud template (7) are connected.
7. The pier stud template verticality adjusting device according to claim 6, wherein the fixing assembly (32) comprises a screw rod (321) and a fastening nut (322), one end of the screw rod (321) is slidably connected with the sliding groove (31) through a nut, and the other end of the screw rod (321) is used for being connected with the pier stud template (7);
the fastening nut (322) is connected to the screw (321), and the fastening nut (322) is configured to abut against the chute (31) by being tightened so as to fix the screw (321) with respect to the chute (31).
8. The pier stud template verticality adjusting device according to claim 6, wherein there are at least two groups of fixing structures (3), and the two groups of fixing structures (3) are correspondingly connected with the two ends of the level assembly (1).
9. The pier stud template verticality adjusting device according to claim 1, further comprising a pulling assembly (6), wherein one end of the pulling assembly (6) is connected with the level assembly (1), the other end of the pulling assembly is used for being fixedly connected with the ground, and the pulling assembly (6) is used for pulling the level assembly (1) to enable the line drop (5) to point to a vertical point of the dial scale (4).
10. The pier template vertical degree adjusting device according to claim 9, characterized in that the pulling assembly (6) comprises a guy rope (61) and a ground anchor (62), one end of the guy rope (61) is connected with the level assembly (1), and the other end of the guy rope (61) is connected with the ground anchor (62);
the ground anchor (62) is used for inserting underground for fixing.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222464974.8U CN218345963U (en) | 2022-09-16 | 2022-09-16 | Pier stud template vertical degree adjusting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222464974.8U CN218345963U (en) | 2022-09-16 | 2022-09-16 | Pier stud template vertical degree adjusting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218345963U true CN218345963U (en) | 2023-01-20 |
Family
ID=84893090
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222464974.8U Active CN218345963U (en) | 2022-09-16 | 2022-09-16 | Pier stud template vertical degree adjusting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218345963U (en) |
-
2022
- 2022-09-16 CN CN202222464974.8U patent/CN218345963U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204666090U (en) | A kind of comprehensive strain monitoring system being applicable to builder's jack | |
| CN107503386A (en) | Anchor rod body holds the detection means and detection method of load | |
| CN218345963U (en) | Pier stud template vertical degree adjusting device | |
| CN107036522B (en) | Device and method for measuring vertical displacement of water structure of middle-span and small-span bridge | |
| CN117537782A (en) | Device and method for detecting perpendicularity of conical electric pole | |
| CN111877174B (en) | Adjusting device and method for mounting angle of inclined steel structure segment | |
| CN111458737B (en) | Real-time monitoring system and real-time monitoring method for integral hoisting of steel tower | |
| CN108387453A (en) | A kind of detecting system and method for building enclosure component resistance to vertical load performance | |
| CN206269779U (en) | Aerial optical cable sag measuring device | |
| CN211373625U (en) | Building engineering detecting instrument template perpendicularity measuring frame | |
| CN108981655B (en) | Tunnel roof settlement monitoring mechanism and tunnel roof settlement monitoring method | |
| CN203274740U (en) | Inclined angle measuring instrument of electric power pole tower | |
| CN107238368B (en) | Full-hall supporting and monitoring mechanism and settlement monitoring method for full-hall supporting structure | |
| CN112923915B (en) | Checking device and checking method for pier column template deviation and verticality control | |
| CN111561985B (en) | Sensor mounting mechanism | |
| CN212254130U (en) | Tunnel safety monitoring structure based on fiber bragg grating | |
| CN104567589B (en) | A kind of location measurement method of pole type transformer | |
| CN208606762U (en) | A kind of building engineering construction testing apparatus for verticality | |
| CN107014355A (en) | Detection method and detection means that a kind of tapered stud is spent vertically | |
| CN217179520U (en) | Bridge load test deflection detection device | |
| CN113494903A (en) | Method for monitoring relative settlement of ocean platform by using inclinometer and monitoring system thereof | |
| CN109443247B (en) | Method and device for measuring rotation angle of transmission line iron tower | |
| CN210922595U (en) | Circular steel column gradient measuring device | |
| CN216523772U (en) | High-precision vertical displacement measuring equipment | |
| CN110823418A (en) | Steel pile structure stress detection system and method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |