CN204475877U - Infilled wall mortar joint flatness control device - Google Patents
Infilled wall mortar joint flatness control device Download PDFInfo
- Publication number
- CN204475877U CN204475877U CN201520105824.5U CN201520105824U CN204475877U CN 204475877 U CN204475877 U CN 204475877U CN 201520105824 U CN201520105824 U CN 201520105824U CN 204475877 U CN204475877 U CN 204475877U
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- fixed mount
- marked
- angle steel
- adjustment bolt
- infilled wall
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Abstract
The utility model is specially a kind of infilled wall mortar joint flatness control device, solves that infilled wall mortar joint flatness control apparatus structure is unreasonable exists the poor and problem that gray seam thickness accuracy is poor of glacing flatness.Comprise fixed mount, fastening screw is installed with between the both ends of each fixed mount, and the inner side of fixed mount lower surface is provided with angle steel, the horizontal plane of angle steel is installed with horizontal adjustment bolt, and fixed mount lower surface has strip Level tune hole, the vertical plane of angle steel is fixed with backstay, the bottom of two backstays is fixed with pin, and the arranged outside of two backstays has marked rod, the outside of two marked rods is provided with grey slot, and marked rod is all installed with vertical adjustment bolt, white line is provided with between the correspondence ash slot of two marked rods, the two ends of white line are provided with the hook tabs be connected with grey slot.When the utility model ensures that infilled wall is built by laying bricks or stones while wall body vertical degree and thickness of mortarat bed joint, glacing flatness precision, the construction speed of quickening.
Description
Technical field
The utility model relates to infilled wall and builds control device by laying bricks or stones, is specially a kind of infilled wall mortar joint flatness control device.
Background technology
When infilled wall is built by laying bricks or stones, general employing is by U-shaped reinforcing bar lock ring up concrete structured beam, by one end bolt knot of white line rope on U-shaped reinforcing bar, the other end is fixed in the mortar joint of the first skin brick that below lays, form one vertical line, horizontal white line rope two ends are fixed on vertical white line rope, building by laying bricks or stones then along with every skin brick, by upwards moving of horizontal white line rope one skin one skin.
Adopt this device due on vertical white line rope without size, the thickness therefore controlling mortar joint is not too accurate, also cannot ensure the levelness of mortar joint.
Summary of the invention
In order to solve, infilled wall mortar joint flatness control apparatus structure is unreasonable exists the poor and problem that gray seam thickness accuracy is poor of glacing flatness to the utility model, provides a kind of infilled wall mortar joint flatness control device.
The utility model adopts following technical scheme to realize: infilled wall mortar joint flatness control device, comprise and be plugged on the left and right sides, structural beams bottom and the channel-section steel shape fixed mount of opening upwards, the fastening screw be positioned at below structural beams is installed with between the both ends of each fixed mount, the two ends of fastening screw are screwed with locking nut, and the inner side of fixed mount lower surface is provided with angle steel, the horizontal plane of angle steel is installed with the horizontal adjustment bolt through fixed mount lower surface, and the horizontal adjustment bolt place of fixed mount lower surface has strip Level tune hole, the vertical plane of angle steel is fixed with backstay, the bottom of two backstays is fixed with pin, and the arranged outside of two backstays has marked rod, the outside of two marked rods is provided with grey slot, and vertical adjustment bolt marked rod is all installed with through backstay, the vertical adjustment bolt position place of backstay has strip vertical adjustment hole, white line is provided with between the correspondence ash slot of two marked rods, the two ends of white line are provided with the hook tabs be connected with grey slot.
During operation, marked rod and backstay are suspended on the concrete structured beam of top by workman, by the position of mobile and horizontal adjusting bolt in Level tune hole, and then adjustment angle steel, the position of backstay, pin below backstay is leaned and puts down brick side, the end, by the mobile position of vertical adjustment bolt in vertical adjustment hole, and then adjustment marked rod lower end leans against the first skin building block side sequenced, itself and metope is made to be in same datum, and make the grey slot of marked rod corresponding with infilled wall, then white line is moved up and down, reach the requirement controlling building mortar layer thickness and levelness, overcome that existing infilled wall mortar joint flatness control apparatus structure is unreasonable exists the poor and problem that gray seam thickness accuracy is poor of glacing flatness.
The utility model reasonable in design is reliable, and when ensureing that infilled wall is built by laying bricks or stones while wall body vertical degree and thickness of mortarat bed joint, glacing flatness precision, the construction speed of quickening, operating process is convenient and swift, has simple, the easy to process and advantage that cost is low of structure.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model;
Fig. 2 is the schematic side view of Fig. 1.
In figure: 1-structural beams, 2-fixed mount, 3-fastening screw, 4-locking nut, 5-angle steel, 6-horizontal adjustment bolt, 7-Level tune hole, 8-backstay, 9-pin, 10-marked rod, 11-ash slot, 12-vertical adjustment bolt, 13-vertical adjustment hole, 14-white line, 15-hook tabs.
Detailed description of the invention
Infilled wall mortar joint flatness control device, comprise and be plugged on the left and right sides, structural beams 1 bottom and the channel-section steel shape fixed mount 2 of opening upwards, the fastening screw 3 be positioned at below structural beams 1 is installed with between the both ends of each fixed mount 2, the two ends of fastening screw 3 are screwed with locking nut 4, and the inner side of fixed mount 2 lower surface is provided with angle steel 5, the horizontal plane of angle steel 5 is installed with the horizontal adjustment bolt 6 through fixed mount 2 lower surface, and horizontal adjustment bolt 6 place of fixed mount 2 lower surface has strip Level tune hole 7, the vertical plane of angle steel 5 is fixed with backstay 8, the bottom of two backstays 8 is fixed with pin 9, and the arranged outside of two backstays 8 has marked rod 10, the outside of two marked rods 10 is provided with grey slot 11, and the vertical adjustment bolt 12 marked rod 10 is all installed with through backstay 8, vertical adjustment bolt 12 position of backstay 8 has strip vertical adjustment hole 13, white line 14 is provided with between the correspondence ash slot 11 of two marked rods 10, the two ends of white line 14 are provided with the hook tabs 15 be connected with grey slot 11.
Claims (1)
1. an infilled wall mortar joint flatness control device, it is characterized in that: comprise and be plugged on structural beams (1) left and right sides, bottom and the channel-section steel shape fixed mount (2) of opening upwards, the fastening screw (3) being positioned at structural beams (1) below is installed with between the both ends of each fixed mount (2), the two ends of fastening screw (3) are screwed with locking nut (4), and the inner side of fixed mount (2) lower surface is provided with angle steel (5), the horizontal plane of angle steel (5) is installed with the horizontal adjustment bolt (6) through fixed mount (2) lower surface, and horizontal adjustment bolt (6) place of fixed mount (2) lower surface has strip Level tune hole (7), the vertical plane of angle steel (5) is fixed with backstay (8), the bottom of two backstays (8) is fixed with pin (9), and the arranged outside of two backstays (8) has marked rod (10), the outside of two marked rods (10) is provided with grey slot (11), and the vertical adjustment bolt (12) marked rod (10) is all installed with through backstay (8), vertical adjustment bolt (12) position of backstay (8) has strip vertical adjustment hole (13), white line (14) is provided with between correspondence ash slot (11) of two marked rods (10), the two ends of white line (14) are provided with the hook tabs (15) be connected with grey slot (11).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520105824.5U CN204475877U (en) | 2015-02-13 | 2015-02-13 | Infilled wall mortar joint flatness control device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520105824.5U CN204475877U (en) | 2015-02-13 | 2015-02-13 | Infilled wall mortar joint flatness control device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204475877U true CN204475877U (en) | 2015-07-15 |
Family
ID=53631679
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520105824.5U Active CN204475877U (en) | 2015-02-13 | 2015-02-13 | Infilled wall mortar joint flatness control device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204475877U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108457478A (en) * | 2018-05-08 | 2018-08-28 | 宁波建工工程集团有限公司 | Masonry gray seam thickness control device and its construction method |
| CN109914829A (en) * | 2019-04-11 | 2019-06-21 | 中冶建工集团有限公司 | Masonry wall transverse direction mortar joint and wall levelness, flatness control device |
-
2015
- 2015-02-13 CN CN201520105824.5U patent/CN204475877U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108457478A (en) * | 2018-05-08 | 2018-08-28 | 宁波建工工程集团有限公司 | Masonry gray seam thickness control device and its construction method |
| CN108457478B (en) * | 2018-05-08 | 2023-11-28 | 宁波建工工程集团有限公司 | Masonry mortar joint thickness control device and construction method thereof |
| CN109914829A (en) * | 2019-04-11 | 2019-06-21 | 中冶建工集团有限公司 | Masonry wall transverse direction mortar joint and wall levelness, flatness control device |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |