CN216893590U - Wall masonry mortar joint control device - Google Patents
Wall masonry mortar joint control device Download PDFInfo
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- CN216893590U CN216893590U CN202123366213.0U CN202123366213U CN216893590U CN 216893590 U CN216893590 U CN 216893590U CN 202123366213 U CN202123366213 U CN 202123366213U CN 216893590 U CN216893590 U CN 216893590U
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- limiting pipes
- horizontal limiting
- mortar joint
- plastering plate
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Abstract
The utility model discloses a wall masonry mortar joint control device which comprises horizontal limiting pipes, vertical limiting pipes and a plastering plate, wherein two horizontal limiting pipes are arranged at intervals, and a handle is arranged between the end parts of the two horizontal limiting pipes; the vertical limiting pipes are correspondingly and slidably mounted on the two horizontal limiting pipes, and can be horizontally adjusted and moved along the horizontal limiting pipes; the plastering plate is placed between the two horizontal limiting pipes, an arc-shaped sliding groove matched with the pipe diameter of each horizontal limiting pipe is arranged on the plastering plate in an inwards concave mode, and the plastering plate can slide along the horizontal limiting pipes through the arc-shaped sliding groove. This device is through the rational design of horizontal spacing pipe and vertical spacing pipe size, interval to and prevent to fall to the ground the production of grey, realized the accurate control of grey seam thickness and plumpness, solved that grey seam thickness is inconsistent between the building blocks, the mortar is not full, construction subjectivity is strong and grey seam impression subalternation problem, has improved holistic steadiness and the aesthetic property of wall body.
Description
Technical Field
The utility model belongs to the technical field of wall masonry, and particularly relates to a wall masonry mortar joint control device for controlling mortar joint thickness and plumpness.
Background
The construction industry is an important supporting industry for national economic development. In order to meet the requirements of residences, industrial production and infrastructure of nationwide residents and realize the coordinated and sustainable development of economy, society and environmental protection, the construction industry of China is in an unprecedented high-speed development period, and multi-story, high-rise or super high-rise buildings occupy higher proportion in the construction industry of China. For projects with larger scale, due to the characteristics of compact construction period, heavy task, high quality requirement and the like, the improvement of the construction efficiency and the quality of the block wall of the building is particularly important. In the continuous wall building process, factors such as the deviation of mortar joint thickness and poor plumpness are accumulated continuously, so that the overall stability and the attractiveness are reduced, and a new construction scheme and corresponding tools are required to meet the construction requirements.
In the traditional block wall body work progress, the control and the assurance measure of mortar joint thickness and plumpness and whole construction quality mainly adopt the construction scheme of hanging line mortar joint control:
firstly, since most of the wall masonry of multi-storey, high-rise or super high-rise buildings is made of 200mm by 400mm hollow concrete blocks or 200mm by 600mm aerated concrete blocks, the uniformity of the wall thickness also determines the unicity of the tool size selection. Secondly, in the wall body construction process, the whole flatness and the whole verticality of the wall body are mainly controlled by hanging horizontal and vertical control lines, and the thickness and the plumpness of the mortar joint are judged by observation and construction experience. This solution has the following drawbacks: the thickness deviation of the mortar joint is large: mortar joint thickness control is directly limited by the construction level of workers, subjectivity is too strong, and human eye observation can only roughly ensure that mortar joints of single-skin building blocks are the same in thickness, so that the thickness uniformity of mortar joints among multiple skin building blocks is difficult to ensure, the construction accumulated deviation of the multiple skin building blocks is large, and the overall attractiveness of the multiple skin building blocks is affected. Secondly, the mortar joint is not full: the conventional iron trowel mortar is used in the traditional construction process, the mortar easily falls under the extrusion action of the building blocks to pollute the ground, and the plumpness of mortar joints is directly influenced. The construction efficiency is low, and the cost is increased: masonry workers need to comprehensively consider mortar joint thickness and plumpness during construction, mortar joint thickness and secondary pointing are controlled through multiple hanging line adjustment to make up for the traditional construction method with poor plumpness, overall construction efficiency is reduced, construction period is prolonged, and construction cost is increased.
In conclusion, the traditional construction scheme for controlling the hanging line mortar joint cannot meet the requirements of mortar joint thickness and plumpness construction, and the problems of inconsistent mortar joint thickness among blocks, insufficient mortar and the like exist.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem of providing a wall masonry mortar joint control device which is beneficial to ensuring consistent mortar joint thickness among blocks and full mortar.
In order to solve the technical problems, the technical scheme of the utility model is as follows:
wall body masonry mortar joint controlling means includes:
the two horizontal limiting pipes are arranged at intervals, and a handle is arranged between the end parts of the two horizontal limiting pipes;
at least one pair of vertical limiting pipes is arranged, each vertical limiting pipe is correspondingly and slidably mounted on the two horizontal limiting pipes, and the vertical limiting pipes can be horizontally adjusted and moved along the horizontal limiting pipes;
the plastering plate is placed between the two horizontal limiting pipes, an arc-shaped sliding groove matched with the pipe diameters of the horizontal limiting pipes is concavely arranged on the plastering plate, and the plastering plate can slide along the horizontal limiting pipes through the arc-shaped sliding groove.
Preferably, the plastering plate has a straight line side for scraping mortar and a sawtooth side for pulling out grains, and the two ends of the straight line side and the sawtooth side are respectively provided with the arc-shaped sliding grooves.
According to the preferable technical scheme, the plastering plate is provided with a connecting hole, a connecting rope is tied in the connecting hole, and the plastering plate is connected with the handle through the connecting rope.
As a preferable technical scheme, the plastering plate is made of wood.
As a preferable technical scheme, the handle is of a telescopic structure.
Preferably, the handle is provided with a reinforcing structure.
As a preferred technical scheme, the reinforcing structure is two inclined struts which are arranged in a staggered mode.
As a preferred technical scheme, a horizontal adjusting and locking structure is arranged between the vertical limiting pipe and the horizontal limiting pipe.
As a preferred technical scheme, the horizontal adjusting and locking structure comprises a horizontal sleeve which is sleeved on the horizontal limiting pipe in a sliding manner, and the horizontal sleeve is fixedly connected with the vertical limiting pipe; the horizontal limiting pipe and the horizontal sleeve pipe are respectively provided with a positioning hole, and a locking bolt penetrates through the positioning hole.
Due to the adoption of the technical scheme, the utility model has the following beneficial effects: the device is flatly placed on the building block (no gap is reserved between the horizontal limiting pipes and the building block), mortar is poured into a frame range formed by the two horizontal limiting pipes, the straight line side and the sawtooth side of the plastering plate are tightly attached to the frame to sequentially plaster and draw the added mortar, and the mortar joint thickness is controlled through the calculated gap between the adjacent building blocks. And moving the device left and right until the top of the previous block of the whole span wall body is fully paved with mortar, and then building the block. By parity of reasoning, the wall body is built one by one, and the horizontal mortar joints are consistent in thickness and full; the horizontal mortar joint is arc-shaped, the appearance is good, and secondary pointing can be omitted under the condition of no plastering layer design. The vertical mortar joint realizes the purposes of preventing mortar from falling and controlling the width and the fullness of the mortar through the vertical limiting pipe. The utility model solves the problems of inconsistent mortar joint thickness among blocks, incomplete mortar, strong construction subjectivity, poor mortar joint impression and the like, improves the overall stability and aesthetic property of the wall body, and accelerates the construction progress on the premise of ensuring the construction safety; the structure is simple, reasonable, safe, economical and portable, and the quality control problem of mortar joint thickness and plumpness in wall masonry is effectively solved.
Drawings
The drawings are only for purposes of illustrating and explaining the present invention and are not to be construed as limiting the scope of the present invention. Wherein:
FIG. 1 is a schematic front view of an embodiment of the present invention;
FIG. 2 is a schematic top view of an embodiment of the present invention;
FIG. 3 is a schematic sectional view taken along line A-A in FIG. 2;
FIG. 4 is a schematic side view of an embodiment of the present invention.
In the figure: 10-horizontal limit pipe; 20-a vertical limiting pipe; 21-horizontal casing; 22-positioning holes; 23-a locking bolt; 30-a plastering plate; 31-straight side; 32-serration side; 33-arc chute; 34-a connection hole; 40-a handle; 50-reinforcing structure.
Detailed Description
The utility model is further illustrated below with reference to the figures and examples. In the following detailed description, certain exemplary embodiments of the present invention are described by way of illustration only. Needless to say, a person skilled in the art realizes that the described embodiments can be modified in various different ways without departing from the spirit and scope of the present invention. Accordingly, the drawings and description are to be regarded as illustrative in nature, and not as restrictive on the scope of the claims.
As shown in fig. 1 to 4, the wall masonry mortar joint control device comprises two horizontal limiting pipes 10, two vertical limiting pipes 20 and a plastering plate 30, wherein a handle 40 is installed between the ends of the two horizontal limiting pipes 10, a reinforcing structure 50 is arranged on the handle 40, and the horizontal limiting pipes 10, the handle 40 and the reinforcing structure 50 form a main frame structure;
in this embodiment, horizontal spacing pipe 10 comprises 2 long mutually parallel DN 15's of 1 meter galvanized steel pipe, and grey seam thickness (can take 12mm to 15mm between) equals horizontal spacing pipe center to the twice of building block surface vertical distance, carries out the instrument preparation according to the data that required grey seam width calculated to its horizontal grey seam of clearance size control between adjacent building blocks's thickness, solves its not good problem of plumpness through preventing to fall to the ground grey production simultaneously.
The handle 40 is processed into two horizontal sleeve structures (the telescopic link of its principle is similar to the suitcase) by DN15 and DN 20's galvanized steel pipe, and the width is 200mm, and its height can be adjusted according to construction custom (the control range is 150mmm to 300mm), is used for whole brick (standard course) of lower part built by laying bricks in the wall body and the last whole brick (non-standard course) of skin at wall body top built by laying bricks in the middle of the wall body, has strengthened practicality and the suitability in actual construction.
Referring to fig. 1, in the present embodiment, the reinforcing structure 50 is two galvanized diagonal braces arranged in a staggered manner, and the diagonal braces are fixed to two sides of the handle 40 through screws for enhancing the overall stability of the tool.
Referring to fig. 3, the plastering plate 30 is placed between the two horizontal limiting pipes 10 when in use, preferably made of wood, the plastering plate 30 is provided with a straight line side 31 for scraping mortar and a sawtooth side 32 for pulling out grains, the two ends of the straight line side 31 and the sawtooth side 32 are respectively provided with an arc chute 33, the arc chute 33 is matched with the pipe diameter of the horizontal limiting pipe 10, so that the plastering plate 30 can slide along the two horizontal limiting pipes 10 through the arc chutes 33. When the plastering plate 30 is used on the straight line side, the lowest point of the straight line side is preferably 13mm away from the center of the horizontal limiting pipe, and the straight line side is used for scraping newly added mortar, so that the mortar in the range of the horizontal limiting pipe is uniform, compact and free of falling ash and gaps on the surface of an ash joint, and the plumpness of the ash joint is further controlled better; when the sawtooth side of the plastering plate 30 is used, the lowest point of the sawtooth side is 6mm away from the center of the horizontal limiting pipe, the sawtooth side is used for hooking lines, the roughness of the mortar surface is mainly improved through secondary treatment, and then the cohesiveness between adjacent building blocks on different layers is improved.
Referring to fig. 3 again, in this embodiment, a connection hole 34 is formed on the plastering plate 30, a connection rope can be tied in the connection hole 34, and the plastering plate 30 can be connected with the handle 40 through the connection rope. By the aid of the humanized design, the plastering plate is prevented from being lost or falling off in construction, unnecessary loss time is reduced to the greatest extent, construction efficiency is improved, and overall construction progress is accelerated.
Referring to fig. 2 and 4, two pairs of vertical limiting pipes 20 are provided, each vertical limiting pipe 20 is correspondingly slidably mounted on two horizontal limiting pipes 10, the vertical limiting pipes 20 can be horizontally adjusted and moved along the horizontal limiting pipes 10, the vertical limiting pipes 20 and the horizontal limiting pipes 10 have the same principle, and the width and the plumpness of the vertical mortar joints are controlled by the size of the gaps and the prevention of falling ash; a horizontal adjusting locking structure is arranged between the vertical limiting pipe 20 and the horizontal limiting pipe 10.
In this embodiment, the horizontal adjusting and locking structure includes a horizontal sleeve 21 slidably sleeved on the horizontal limiting pipe 10, and the horizontal sleeve 21 is fixedly connected with the vertical limiting pipe 20; a group of positioning holes 22 are formed in the horizontal sleeve 21 along the central line of the vertical limiting pipe 20, and meanwhile, a plurality of groups of positioning holes with equal intervals are vertically formed in the horizontal limiting pipe 10 and used for inserting locking bolts 23, so that the purposes of fixing the vertical limiting pipe and horizontally adjusting the position of the vertical limiting pipe are achieved. When horizontal mortar joint mortar is laid, the locking bolts can be taken down, the vertical limiting pipes 20 are moved to the two sides of the handle, and the vertical limiting pipes are fixed through the locking bolts with the diameter of 4mm after being turned upwards, so that the horizontal mortar joint can be constructed conveniently; when the vertical mortar joint is filled, the vertical limiting pipe 20 is moved to the positioning hole (control point), the central distance of the control point is 400mm or 600mm in length of the selected building block, the horizontal limiting pipe is uniformly distributed towards two sides, the locking bolt is inserted, the vertical mortar joint mortar can be filled one by one, the operation is simple, and the floor mortar is not easy to generate.
This device has sufficient rigidity, through the rational design of horizontal spacing pipe and vertical spacing pipe size, interval to and prevent to fall to the ground the production of grey, realized the accurate control of grey seam thickness and plumpness, its error satisfies standard requirement, can make the site operation standardization, has improved the whole quality that the wall body was built by laying bricks or stones.
The above description is only an exemplary embodiment of the present invention, and is not intended to limit the scope of the present invention. Any equivalent changes and modifications that can be made by one skilled in the art without departing from the spirit and principles of the utility model should fall within the protection scope of the utility model.
Claims (9)
1. Wall body masonry mortar joint controlling means, its characterized in that: the method comprises the following steps:
the two horizontal limiting pipes are arranged at intervals, and a handle is arranged between the end parts of the two horizontal limiting pipes;
at least one pair of vertical limiting pipes is arranged, each vertical limiting pipe is correspondingly and slidably mounted on the two horizontal limiting pipes, and the vertical limiting pipes can be horizontally adjusted and moved along the horizontal limiting pipes;
the plastering plate is placed between the two horizontal limiting pipes, an arc-shaped sliding groove matched with the pipe diameters of the horizontal limiting pipes is concavely arranged on the plastering plate, and the plastering plate can slide along the horizontal limiting pipes through the arc-shaped sliding groove.
2. The wall masonry mortar joint control device according to claim 1, characterized in that: the plastering plate is provided with a linear side for scraping mortar and a sawtooth side for pulling out grains, and the two ends of the linear side and the sawtooth side are respectively provided with the arc-shaped sliding grooves.
3. The wall masonry mortar joint control device according to claim 1, characterized in that: the plastering plate is provided with a connecting hole, a connecting rope is tied in the connecting hole, and the plastering plate is connected with the handle through the connecting rope.
4. The wall masonry mortar joint control device according to claim 1, characterized in that: the plastering plate is made of wood.
5. The wall masonry mortar joint control device according to claim 1, characterized in that: the handle is of a telescopic structure.
6. The wall masonry mortar joint control device according to claim 1, characterized in that: the handle is provided with a reinforcing structure.
7. The wall masonry mortar joint control device according to claim 6, characterized in that: the reinforcing structure is two inclined struts which are arranged in a staggered mode.
8. The wall masonry mortar joint control device according to any one of claims 1 to 7, wherein: and a horizontal adjusting and locking structure is arranged between the vertical limiting pipe and the horizontal limiting pipe.
9. The wall masonry mortar joint control device of claim 8, wherein: the horizontal adjusting and locking structure comprises a horizontal sleeve which is sleeved on the horizontal limiting pipe in a sliding manner, and the horizontal sleeve is fixedly connected with the vertical limiting pipe; the horizontal limiting pipe and the horizontal sleeve pipe are respectively provided with a positioning hole, and a locking bolt penetrates through the positioning hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123366213.0U CN216893590U (en) | 2021-12-29 | 2021-12-29 | Wall masonry mortar joint control device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202123366213.0U CN216893590U (en) | 2021-12-29 | 2021-12-29 | Wall masonry mortar joint control device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN216893590U true CN216893590U (en) | 2022-07-05 |
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ID=82208867
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202123366213.0U Active CN216893590U (en) | 2021-12-29 | 2021-12-29 | Wall masonry mortar joint control device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN216893590U (en) |
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2021
- 2021-12-29 CN CN202123366213.0U patent/CN216893590U/en active Active
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