CN215407520U - Masonry wall body verticality and flatness control device - Google Patents
Masonry wall body verticality and flatness control device Download PDFInfo
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- CN215407520U CN215407520U CN202121832049.5U CN202121832049U CN215407520U CN 215407520 U CN215407520 U CN 215407520U CN 202121832049 U CN202121832049 U CN 202121832049U CN 215407520 U CN215407520 U CN 215407520U
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- cross rod
- connecting plate
- rod
- rods
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- 239000011449 brick Substances 0.000 claims description 4
- 239000000956 alloy Substances 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 17
- 239000000725 suspension Substances 0.000 abstract description 8
- 239000000463 material Substances 0.000 abstract description 6
- 239000004566 building material Substances 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 2
- 238000012797 qualification Methods 0.000 description 2
- 230000032683 aging Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011469 building brick Substances 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
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Abstract
The utility model discloses a device for controlling the perpendicularity and the flatness of a masonry wall, which comprises two vertical rods, a cross rod and a height adjusting mechanism, wherein the two vertical rods are connected with the cross rod through a connecting rod; the two vertical rods are of telescopic structures and are vertically arranged between the upper-layer structural floor slab and the lower-layer structural floor slab, and two ends of each vertical rod are respectively abutted against the upper-layer structural floor slab and the lower-layer structural floor slab; the cross rod is of a telescopic structure and is horizontally arranged between the two upright rods; the height adjusting mechanism is arranged between the cross rod and the two vertical rods and used for adjusting the height of the cross rod. The utility model uses the rigid materials such as the cross rods and the vertical rods as the control device for the verticality and the flatness in the wall building process, replaces the traditional flexible materials such as suspension wires and the like, has better constraint on the building materials, and can adjust the height of the cross rods through the height adjusting mechanism, so that the height of the cross rods can be continuously increased according to the building height of the wall, thereby ensuring the flatness in the wall building process.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a perpendicularity and flatness control device for a masonry wall.
Background
In the existing wall building process, a worker controls the verticality and the flatness of a wall body in a suspension wire mode, the suspension wire is made of a flexible material, the suspension wire cannot form effective constraint force on masonry bricks in the building process of the wall body, and only a checking effect can be achieved. In the process of building the wall body, the building materials are easy to generate the conditions of line offset and deviation, in addition, the fixing mode of the traditional suspension line is relatively simple and crude, so that the suspension line used as a reference object in the building process has the risk of deviation, workers are difficult to perceive the line offset and the deviation in the building process, errors are accumulated, and the qualification rate of the perpendicularity and the flatness of the once-formed building wall body is difficult to guarantee. The suspension wire is built, the vertical and horizontal control of the wall body is more realized by means of the experience and proficiency level of workers, the random degree of the qualified rate of the wall body is larger, the control on the site construction progress and the construction quality is greatly tested, and the industrial development process of the building industry is restricted. Considering that the aging degree of the labor population in the current building industry is getting worse, experienced masonry workers are not particularly yellow, a novel control device is sought, so that the wall control indexes are not excessively dependent on experienced workers, and the wall building process in the traditional building industry is accelerated and upgraded.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a device for controlling the perpendicularity and the flatness of a masonry wall, so as to solve the problems of the background technology.
The technical scheme of the utility model is as follows:
a control device for the perpendicularity and the flatness of a masonry wall comprises two vertical rods, a cross rod and a height adjusting mechanism; the two vertical rods are of telescopic structures and are vertically arranged between the upper-layer structural floor slab and the lower-layer structural floor slab, and two ends of each vertical rod are respectively abutted against the upper-layer structural floor slab and the lower-layer structural floor slab; the cross rod is of a telescopic structure and is horizontally arranged between the two upright rods; the height adjusting mechanism is arranged between the cross rod and the two vertical rods and used for adjusting the height of the cross rod.
Further, the height adjusting mechanism comprises two first connecting plates and two second connecting plates; the two first connecting plates are vertically fixed at two ends of the cross rod; two second connecting plates one-to-one set up respectively in one side of the horizontal pole that every first connecting plate was kept away from, and the one-to-one can be dismantled through first connecting piece and be connected between every second connecting plate and every first connecting plate, and the one end that first connecting plate was kept away from to every second connecting plate is the arc, the vertical equipartition of every pole setting is equipped with a plurality ofly to the perforation, the outer wall of pole setting is hugged closely to the arc end inner wall of second connecting plate, and the arc end of second connecting plate through the second connecting piece with one of them can dismantle the connection to the perforation seted up in the pole setting.
Further, the first connecting piece and the second connecting piece are both bolts.
Further, the pole setting is telescopic tube structure, and the pole setting divide into two sections about, and the length of upper segment pole setting is 2m, and the length of lower segment pole setting is 1.5m, and the slip suit of upper segment pole setting is in the inside of lower segment pole setting, and is connected through the locking of screw lock nut hoop between upper segment pole setting and the lower segment pole setting.
Further, the horizontal pole is telescopic tube structure, and the horizontal pole divide into about two sections, and the length of the horizontal pole is 2.5m with the length of the horizontal pole of the right side section for the length of the horizontal pole of left side section, and the horizontal pole slip suit of the right side section is in the inside of the horizontal pole of left side section, and the horizontal pole of left side section is connected with the right side section through the turnbuckle locking between the horizontal pole.
Furthermore, the cross rod and the vertical rod are made of alloy materials.
Furthermore, an oval connecting hole is formed in the connecting position of the first connecting plate and the second connecting plate.
Furthermore, the cross rod and the vertical rod are provided with graduated scales.
Compared with the prior art, the utility model has the beneficial effects that:
1. the utility model utilizes the rigid materials such as the arranged cross rods and the arranged vertical rods to replace the traditional flexible materials such as the suspension wires and the like, has better constraint on the masonry materials, and improves the qualification rate of the once forming of the masonry wall.
2. The verticality and flatness control device comprises the cross rods and the vertical rods, and the installation efficiency of the rod pieces is easier to check relative to the flexible wires, so that the assembly is convenient, and the masonry efficiency is improved.
3. The height of the cross rod can be adjusted through the height adjusting mechanism, so that the height of the cross rod can be continuously increased according to the building height of the wall, and the flatness of the wall in the building process is always ensured.
4. The graduated scales are arranged on the cross rods and the vertical rods, so that the device can control the verticality and the flatness of the wall body and the size of the opening of the wall body, and can be used as a pole with a scale number, thereby achieving three purposes.
Drawings
FIG. 1 is a schematic view of a front view of the present invention;
FIG. 2 is a schematic top view of the joint between the vertical rod and the horizontal rod of the present invention;
FIG. 3 is a side view of the junction of the first connecting plate and the second connecting plate.
Description of reference numerals:
1. an upper structural floor slab; 2. a threaded lock nut band; 3. a lower structural floor slab; 4. a cross bar; 5. erecting a rod; 6. a turnbuckle; 7. perforating; 8 a second connecting plate; 9. a first connecting plate; 10. a second connecting member; 11. a first connecting member.
Detailed Description
The following detailed description of the embodiments of the present invention is provided in conjunction with the accompanying drawings of fig. 1-3. In the description of the present invention, it is to be understood that the terms "center", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the referenced devices or elements must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention.
The terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature; in the description of the present invention, "a plurality" means two or more unless otherwise specified.
Examples
As shown in fig. 1 to 3, an embodiment of the present invention provides a device for controlling perpendicularity and flatness of a masonry wall, which includes two vertical rods 5, a cross rod 4 and a height adjusting mechanism; the two upright posts 5 are of telescopic structures and are vertically arranged between the upper-layer structural floor slab 1 and the lower-layer structural floor slab 3, and two ends of each upright post 5 are respectively abutted against the upper-layer structural floor slab 1 and the lower-layer structural floor slab 3; the cross rod 4 is of a telescopic structure and is horizontally arranged between the two upright rods 5; the height adjusting mechanism is arranged between the cross rod 4 and the two upright rods 5 and used for adjusting the height of the cross rod 4.
In particular, the height adjustment mechanism comprises two first connection plates 9 and two second connection plates 8; two first connecting plates 9 are vertically fixed at two ends of the cross bar 4; two 8 one-to-ones of second connecting plate set up respectively in one side of the horizontal pole 4 that every first connecting plate 9 kept away from, and the one-to-one can be dismantled through first connecting piece 11 and be connected between every second connecting plate 8 and every first connecting plate 9, and the one end that first connecting plate 9 was kept away from to every second connecting plate 8 is the arc, the vertical equipartition of every pole setting 5 is equipped with a plurality ofly to perforation 7, the outer wall of pole setting 5 is hugged closely to the arc end inner wall of second connecting plate 8, and the arc end of second connecting plate 8 through second connecting piece 10 with one of them of seting up can dismantle the connection to perforation 7 in the pole setting 5.
When adjusting the height of horizontal pole 4, vertical upwards or move horizontal pole 4 downwards for set up 4 both sides of horizontal pole second connecting plate 8 on two pole settings 5 vertical slip can, it can to reach the height of wanting, only need with the second connecting plate 8 through first connecting piece 10 with correspond the high department pole setting 5 on set up to the perforation can dismantle the connection.
Specifically, the first connecting member 11 and the second connecting member 10 are both bolts.
Preferably, as shown in fig. 1, the upright rod 5 is of a telescopic tube structure, the upright rod 5 is divided into an upper section and a lower section, the length of the upper section upright rod 5 is 2m, the length of the lower section upright rod is 1.5m, the upper section upright rod is slidably sleeved inside the lower section upright rod, and the upper section upright rod and the lower section upright rod are connected in a locking manner through a threaded locking nut 2. Through the arrangement, the total length of the upright rod 5 can be adjusted between 2 meters and 3.3 meters so as to be suitable for different floor heights.
Preferably, as shown in fig. 1, horizontal pole 4 is the telescope tube structure, and horizontal pole 4 divide into about two sections, and the length of the left side section horizontal pole is 2.5m with the length of the right side section horizontal pole, and the slide suit of the right side section horizontal pole is in the inside of the left side section horizontal pole, locks through turnbuckle 6 between the left side section horizontal pole and the right side section horizontal pole and is connected. Through the arrangement, the total length of the cross rod 4 can be adjusted between 2.5 meters and 5 meters so as to be suitable for building walls with different lengths.
Preferably, in order to finely adjust the distance between the cross bar 4 and the masonry wall in the using process, an oval connecting hole is formed at the connecting position of the first connecting plate 9 and the second connecting plate 8.
When the device is used, the vertical rods 5 are stretched, so that the lower vertical rods are erected on the top surface of the lower-layer structural floor slab 3, the upper vertical rods prop against the bottom of the upper-layer structural floor slab 1, then the threaded locking female hoops 2 are screwed down for temporary fixing, a vertical laser is driven by a laser planometer to check and finely adjust the verticality of the vertical rods 5 until the vertical rods 5 are completely vertical, then the threaded locking female hoops 2 are locked, the vertical rods 5 serve as 'rails' to serve as reference objects of the verticality in the wall building process to ensure the verticality in the wall building process, and the other vertical rod 5 is continuously fixed in the same way; then insert two second connecting plates 8 through the bolt and fix perforation 7 to every pole setting 5 bottom one respectively, it is tensile with horizontal pole 4, make the first connecting plate 9 of the end fixing of two sections horizontal poles about and every pole setting 5 go up fixed second connecting plate 8 contact, and insert every first connecting plate 9 and every second connecting plate 8 in the oval connecting hole through the bolt and fix, thereby fix the horizontal position of horizontal pole 4, make horizontal pole 4 as the reference thing of wall body masonry in-process roughness, be used for guaranteeing the roughness of wall body masonry in-process. In-process is built by laying bricks or stones to the wall body, build the constantly increase of height according to the wall body, can adjust the height of horizontal pole 4 through the back and forth dismantlement bolt and make it corresponding with the wall body and build the height by laying bricks or stones, during the adjustment height, unload the bolt from the preceding corresponding to perforation 7 earlier, thereby remove the fixed state of second connecting plate 8 and pole setting 5, conveniently adjust the height of horizontal pole 4, when building the height to the wall body that corresponds with the high department of building bricks or stones of horizontal pole 4, pass through the bolt fastening with second connecting plate 8 and the current one that corresponds wall body and build the height department, thereby realize that the height of horizontal pole 4 can constantly increase according to the building height of wall body, can guarantee the roughness of wall body building in-process always.
Preferably, the cross bar 4 and the vertical bar 5 are made of alloy materials so as to make the device light and portable and ensure that the device is more durable in corrosion resistance during use.
Preferably, in order to control the size of the opening of the wall body with the door and window openings during building of the wall body, the levelness of the mortar joint is controlled by replacing a piconumber rod, and therefore graduated scales are arranged on the cross rods 4 and the upright rods 5.
Although the preferred embodiments of the present invention have been disclosed, the embodiments of the present invention are not limited thereto, and any variations that can be made by those skilled in the art are intended to fall within the scope of the present invention.
Claims (8)
1. The utility model provides a hang down straightness and roughness controlling means by laying bricks or stones wall body which characterized in that includes:
the two upright posts (5) are of telescopic structures and are vertically arranged between the upper-layer structural floor (1) and the lower-layer structural floor (3), and two ends of each upright post (5) are respectively abutted against the upper-layer structural floor (1) and the lower-layer structural floor (3);
the cross rod (4) is of a telescopic structure and is horizontally arranged between the two upright posts (5);
and the height adjusting mechanism is arranged between the cross rod (4) and the two upright rods (5) and is used for adjusting the height of the cross rod (4).
2. A masonry wall perpendicularity and flatness control apparatus according to claim 1, wherein said height adjustment mechanism includes:
the two first connecting plates (9) are respectively and vertically fixed at two ends of the cross rod (4);
two second connecting plates (8), one-to-one sets up respectively in the one side of horizontal pole (4) that every first connecting plate (9) kept away from, and the one-to-one can be dismantled through first connecting piece (11) and is connected between every second connecting plate (8) and every first connecting plate (9), and the one end that first connecting plate (9) were kept away from in every second connecting plate (8) is the arc, the vertical equipartition of every pole setting (5) is equipped with a plurality ofly to perforation (7), the outer wall of pole setting (5) is hugged closely to the arc end inner wall of second connecting plate (8), and the arc end of second connecting plate (8) through second connecting piece (10) with one of them of seting up on pole setting (5) can be dismantled the connection to perforation (7).
3. A masonry wall perpendicularity and flatness control device according to claim 2, wherein the first connecting member (11) and the second connecting member (10) are both bolts.
4. A device for controlling the perpendicularity and flatness of a masonry wall according to claim 1, wherein the vertical rod (5) is of a telescopic pipe structure, the vertical rod (5) is divided into an upper section and a lower section, the length of the upper section vertical rod is 2m, the length of the lower section vertical rod is 1.5m, the upper section vertical rod is slidably sleeved inside the lower section vertical rod, and the upper section vertical rod and the lower section vertical rod are in locking connection through a threaded locking female hoop (2).
5. The masonry wall perpendicularity and flatness control device according to claim 1, characterized in that the cross rod (4) is of a telescopic tube structure, the cross rod (4) is divided into a left section and a right section, the length of the left section of the cross rod and the length of the right section of the cross rod are both 2.5m, the right section of the cross rod is slidably sleeved inside the left section of the cross rod, and the left section of the cross rod and the right section of the cross rod are connected through a screw buckle (6) in a locking mode.
6. A masonry wall perpendicularity and flatness control device according to claim 1, wherein the cross rods (4) and the vertical rods (5) are made of alloy materials.
7. A masonry wall perpendicularity and flatness control device according to claim 2, characterized in that an oval connecting hole is formed at the joint of the first connecting plate (9) and the second connecting plate (8).
8. A masonry wall perpendicularity and flatness control device according to claim 1, wherein scales are arranged on the cross rods (4) and the vertical rods (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121832049.5U CN215407520U (en) | 2021-08-06 | 2021-08-06 | Masonry wall body verticality and flatness control device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202121832049.5U CN215407520U (en) | 2021-08-06 | 2021-08-06 | Masonry wall body verticality and flatness control device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215407520U true CN215407520U (en) | 2022-01-04 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202121832049.5U Expired - Fee Related CN215407520U (en) | 2021-08-06 | 2021-08-06 | Masonry wall body verticality and flatness control device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215407520U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115450445A (en) * | 2022-10-18 | 2022-12-09 | 中建一局集团第五建筑有限公司 | Positioning device for improving masonry verticality |
-
2021
- 2021-08-06 CN CN202121832049.5U patent/CN215407520U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115450445A (en) * | 2022-10-18 | 2022-12-09 | 中建一局集团第五建筑有限公司 | Positioning device for improving masonry verticality |
| CN115450445B (en) * | 2022-10-18 | 2023-09-01 | 中建一局集团第五建筑有限公司 | Positioning device for improving masonry verticality |
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| GR01 | Patent grant | ||
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220104 |
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| CF01 | Termination of patent right due to non-payment of annual fee |