CN220167548U - Control mould for mortar joints of filling wall - Google Patents
Control mould for mortar joints of filling wall Download PDFInfo
- Publication number
- CN220167548U CN220167548U CN202321205835.1U CN202321205835U CN220167548U CN 220167548 U CN220167548 U CN 220167548U CN 202321205835 U CN202321205835 U CN 202321205835U CN 220167548 U CN220167548 U CN 220167548U
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- China
- Prior art keywords
- mortar
- joint control
- aerated concrete
- concrete block
- mortar joint
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- 239000004570 mortar (masonry) Substances 0.000 title claims abstract description 152
- 230000000670 limiting effect Effects 0.000 claims description 3
- 230000008439 repair process Effects 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 4
- 230000006872 improvement Effects 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000007480 spreading Effects 0.000 description 3
- 238000003892 spreading Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000007790 scraping Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000011800 void material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to the field of building aerated concrete block walls, in particular to a filling wall mortar joint control die, which comprises a horizontal mortar joint control die and a vertical mortar joint control die; the horizontal mortar joint control die comprises two oppositely arranged bin side plates, a front mortar baffle connected to one end of each bin side plate, a rear mortar scraper connected to the other end of each bin side plate, and a mortar bin formed by the two bin side plates, the front mortar baffle and the rear mortar scraper; the vertical mortar joint control die comprises a main plate, and mortar filling gaps are formed in the lower portion of the main plate. The horizontal mortar joint control mould is adopted, so that the mortar laying speed during masonry is increased, the mortar thickness is controlled uniformly, aerated concrete blocks can be directly placed, and repeated repair due to too thin or too thick mortar is not needed; the vertical mortar joint control die is characterized in that vertical mortar joints are paved firstly, then aerated concrete blocks are horizontally placed, and the vertical mortar joints are uniformly and fully controlled.
Description
Technical Field
The utility model relates to the field of aerated concrete block wall masonry, in particular to a filling wall mortar joint control die.
Background
The traditional filling wall masonry adopts a three-one masonry method, but is not suitable for the aerated concrete block wall body any more, is influenced by the size of the aerated concrete block, has longer water spreading slurry during masonry, has standard requirements that horizontal and vertical mortar joints are not more than 15mm, and is a key for improving the masonry efficiency.
Disclosure of Invention
The utility model provides a filling wall mortar joint control die for solving the problem that a traditional filling wall building manner is not suitable for an aerated concrete block wall.
The utility model is realized by the following technical scheme: a filling wall mortar joint control die comprises a horizontal mortar joint control die and a vertical mortar joint control die;
the horizontal mortar joint control die comprises two oppositely arranged bin side plates, a front mortar baffle plate connected to one end of the two bin side plates, a rear mortar scraper connected to the other end of the two bin side plates, and a mortar bin is formed by the two bin side plates, the front mortar baffle plate and the rear mortar scraper together, wherein the bottom of the mortar bin is communicated with the upper surface of an aerated concrete block; the front mortar baffle is in contact fit with the upper surface of the aerated concrete block, a horizontal mortar gap is reserved between the rear mortar scraping plate and the upper surface of the aerated concrete block, positioning plates are respectively and correspondingly arranged at the bottoms of the two bin side plates, long grooves in limit sliding fit with the edges of the upper surface of the aerated concrete block are arranged at the bottoms of the inner side surfaces of the positioning plates along the running direction, and the width of each long groove is matched with the pointing depth of a wall horizontal mortar joint;
the vertical mortar joint control die comprises a main board, a mortar filling gap is formed in the lower portion of the main board, the height of the mortar filling gap is matched with the side face of the aerated concrete block, the main boards on two sides of the width direction of the mortar filling gap can cover the side face edges of the aerated concrete block, and the width of the main boards covering the side face edges of the aerated concrete block is matched with the pointing depth of the vertical mortar joint of the wall body.
As a further improvement of the technical scheme of the utility model, the top of the rear mortar scraper is obliquely arranged towards the running direction.
As a further improvement of the technical scheme of the utility model, the middle part of at least one bin side plate of the two bin side plates is provided with a pushing handle.
As a further improvement of the technical scheme of the utility model, limit gaps which are clamped and matched with the edges of the upper surface of the next layer of aerated concrete block are respectively arranged on the inner sides of the bottoms of the main boards positioned on two sides of the width direction of the mortar filling gap.
As a further improvement of the technical scheme of the utility model, the upper part of the main board is provided with a handle hole.
Compared with the prior art, the technical scheme provided by the utility model has the following advantages: the device has the advantages of simple structure and strong practicability, is divided into a horizontal mortar joint control die and a vertical mortar joint control die, and can be easily operated by common workers. The horizontal mortar joint control mould is adopted, so that the mortar laying speed during masonry is increased, the mortar thickness is controlled uniformly, aerated concrete blocks can be directly placed, and repeated repair due to too thin or too thick mortar is not needed; the utility model discloses a vertical mortar joint control die, which solves the problems that the conventional vertical mortar joint is difficult to pave and the labor intensity is increased. The control die disclosed by the utility model is simple in manufacturing process and low in cost, but the work efficiency is more than 2 times that of the traditional masonry process. In addition, according to the difference of the thickness of the actual on-site masonry wall, the corresponding matched mould can be randomly adjusted and manufactured, and the method is convenient and simple and can be repeatedly used. The control die is beneficial to standardized construction of standard masonry walls, mortar joints are uniformly and fully controlled, construction quality and construction efficiency are improved, and production cost is saved.
Drawings
The accompanying drawings, which are incorporated in and constitute a part of this specification, illustrate embodiments consistent with the utility model and together with the description, serve to explain the principles of the utility model.
In order to more clearly illustrate the embodiments of the utility model or the technical solutions of the prior art, the drawings which are used in the description of the embodiments or the prior art will be briefly described, and it will be obvious to a person skilled in the art that other drawings can be obtained from these drawings without inventive effort.
Fig. 1 is a schematic structural diagram of a horizontal mortar joint control mold of the filling wall mortar joint control mold according to the utility model.
Fig. 2 is another schematic structural view of a horizontal slit control mold of the infilled wall slit control mold according to the present utility model.
Fig. 3 is a schematic structural diagram of a vertical mortar joint control mold of the filling wall mortar joint control mold according to the utility model.
Fig. 4 is a side view of a vertical mortar joint control mold of the infilled wall mortar joint control mold of the utility model.
In the figure: 101-bin side plates, 102-front mortar baffle plates, 103-rear mortar scraping plates, 104-horizontal mortar gaps, 105-positioning plates, 106-long grooves, 107-pushing handles, 201-main plates, 202-mortar filling gaps, 203-limiting gaps, 204-handle holes and 3-aerated concrete blocks.
Detailed Description
In order that the above objects, features and advantages of the utility model will be more clearly understood, a further description of the utility model will be made. It should be noted that, without conflict, the embodiments of the present utility model and features in the embodiments may be combined with each other.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present utility model, but the present utility model may be practiced otherwise than as described herein; it will be apparent that the embodiments in the specification are only some, but not all, embodiments of the utility model.
Specific embodiments of the present utility model are described in detail below.
The utility model provides a concrete embodiment of a filling wall mortar joint control die, which comprises a horizontal mortar joint control die and a vertical mortar joint control die;
the horizontal mortar joint control die comprises two oppositely arranged bin side plates 101, a front mortar baffle plate 102 connected to one end of the two bin side plates 101, a rear mortar scraper 103 connected to the other end of the two bin side plates 101, a mortar bin is formed by the two bin side plates 101, the front mortar baffle plate 102 and the rear mortar scraper 103 together, and the bottom of the mortar bin is communicated with the upper surface of an aerated concrete block 3; the front mortar baffle 102 is in contact fit with the upper surface of the aerated concrete block 3, a horizontal mortar gap 104 is reserved between the rear mortar scraper 103 and the upper surface of the aerated concrete block 3, positioning plates 105 are correspondingly arranged at the bottoms of the two bin side plates 101 respectively, long grooves 106 in limit sliding fit with the edges of the upper surface of the aerated concrete block 3 are arranged at the bottoms of the inner side surfaces of the positioning plates 105 along the running direction, and the width of each long groove 106 is matched with the pointing depth of a wall horizontal mortar joint;
the vertical mortar joint control die comprises a main plate 201, a mortar filling gap 202 is formed in the lower portion of the main plate 201, the height of the mortar filling gap 202 is matched with the side face of the aerated concrete block 3, the main plate 201 on two sides of the width direction of the mortar filling gap 202 can cover the side face edge of the aerated concrete block 3, and the width of the main plate 201 covering the side face edge of the aerated concrete block 3 is matched with the vertical mortar joint pointing depth of the wall body.
In this embodiment, the horizontal mortar void 104 is 15mm, the mortar filling gap 202 is 15mm deep, and the horizontal mortar joint and the vertical mortar joint are 15mm. In addition, the width of the long groove 106 is 5mm, the main plate 201 can cover the side edge of the aerated concrete block 3 by 5mm, and the width of the long groove 106 and the side edge of the main plate 201 can form a mortar joint pointing in the mortar spreading process.
When horizontal mortar is paved, the horizontal mortar joint control mould is arranged on the upper surface of the next layer of aerated concrete block 3, the long groove 106 at the bottom of the inner side surface of the positioning plate 105 is in limit fit with the edge of the upper surface of the aerated concrete block 3, pre-mixed mortar is poured into a mortar silo formed by the two silo side plates 101, the front mortar baffle 102 and the rear mortar scraper 103 together, the horizontal mortar joint control mould is dragged along the masonry direction of the wall, the mortar is attached to the upper surface of the next layer of aerated concrete block 3 through the bottom of the mortar silo, the mortar is paved on the upper surface of the next layer of aerated concrete block 3 through the horizontal mortar gap 104 between the rear mortar scraper 103 and the upper surface of the aerated concrete block 3, the thickness and the flatness of the mortar are paved and leveled through the bottom surface of the rear mortar scraper 103, the mortar paving thickness is ensured to be 15mm, and the width of the long groove 106 is reserved for wall horizontal mortar joint pointing, so that the wall horizontal mortar joint is formed.
In this embodiment, due to the contact engagement between the front mortar baffle 102 and the upper surface of the aerated concrete block 3, mortar will only slightly, if not completely, flow out from between the front mortar baffle 102 and the upper surface of the aerated concrete block 3. Due to the limiting effect between the long grooves 106 on the positioning plate 105 and the upper surface of the aerated concrete block 3, the same mortar can only slightly, even not flow out from between the positioning plate 105 and the upper surface of the aerated concrete block 3.
When the vertical mortar is paved, the vertical mortar joint control die is arranged on the upper surface of the next layer of aerated concrete block 3 and is closely attached to the side surface of the tail part of the previous aerated concrete block 3, mortar is filled in the mortar filling gap 202 by using a mortar cutter, after the mortar is uniformly filled, the side surface of the head part of the next aerated concrete block 3 is closely attached to the main board 201, the vertical mortar joint control die is pulled away, the vertical mortar joint control construction is completed, and the vertical mortar joint of the wall body is formed.
In this embodiment, in order to facilitate the spreading and leveling of mortar by the rear mortar screed 103, the top of the rear mortar screed 103 is disposed obliquely toward the running direction.
As shown in fig. 1 and 2, a pushing handle 107 is provided in the middle of at least one bin side plate 101 of the two bin side plates 101. The pushing handle 107 is convenient for constructors to push the horizontal mortar joint control die, and the operation is convenient and quick.
As shown in fig. 3 and 4, the inner sides of the bottoms of the main boards 201 positioned at both sides of the mortar filling gap 202 in the width direction are respectively provided with a limit gap 203 which is in clamping fit with the edge of the upper surface of the next layer of aerated concrete block 3. The limiting notch 203 can facilitate the positioning of the main board 201 on the next layer of aerated concrete block 3, and avoids the difference of the pointing depths of the vertical mortar joints on two sides of the wall.
As shown in fig. 3 and 4, the main plate 201 has a handle hole 204 at an upper portion thereof. The constructor can be convenient to fill mortar in the mortar filling gap 202 by holding the main board 201 by the handle hole 204, and simultaneously, the constructor can be convenient to withdraw the vertical mortar joint control mould.
In the embodiment, each plate body part can be formed by adopting a mirror surface template and square timber or steel plates in a welding mode, and the manufacturing is convenient.
The foregoing is only a specific embodiment of the utility model to enable those skilled in the art to understand or practice the utility model. Although described in detail with reference to the foregoing embodiments, it will be understood by those of ordinary skill in the art that: the technical scheme described in the foregoing embodiments can be modified or some or all of the technical features thereof can be replaced by equivalents; such modifications and substitutions do not depart from the spirit of the embodiments, and they should be construed as covering the scope of the appended claims.
Claims (5)
1. The filling wall mortar joint control die is characterized by comprising a horizontal mortar joint control die and a vertical mortar joint control die;
the horizontal mortar joint control die comprises two oppositely arranged bin side plates (101), a front mortar baffle plate (102) connected to one end of each bin side plate (101), a rear mortar scraper (103) connected to the other end of each bin side plate (101), and a mortar bin formed by the two bin side plates (101), the front mortar baffle plate (102) and the rear mortar scraper (103) together, wherein the bottom of the mortar bin is communicated with the upper surface of an aerated concrete block (3); the front mortar baffle (102) is in contact fit with the upper surface of the aerated concrete block (3), a horizontal mortar gap (104) is reserved between the rear mortar scraper (103) and the upper surface of the aerated concrete block (3), positioning plates (105) are correspondingly arranged at the bottoms of the two bin side plates (101) respectively, long grooves (106) in limit sliding fit with the edges of the upper surface of the aerated concrete block (3) are arranged at the bottoms of the inner side surfaces of the positioning plates (105) along the running direction, and the width of each long groove (106) is matched with the pointing depth of a wall horizontal mortar joint;
the vertical mortar joint control die comprises a main board (201), a mortar filling gap (202) is formed in the lower portion of the main board (201), the height of the mortar filling gap (202) is matched with the side face of the aerated concrete block (3), the main boards (201) on two sides of the width direction of the mortar filling gap (202) can cover the side face edge of the aerated concrete block (3), and the width of the main boards (201) covering the side face edge of the aerated concrete block (3) is matched with the pointing depth of the vertical mortar joint of the wall body.
2. A infill wall mortar joint control mould according to claim 1, characterized in that the top of the rear mortar blade (103) is arranged inclined towards the direction of travel.
3. A infill wall mortar joint control mould according to claim 1, characterized in that the middle of at least one bin side plate (101) of the two bin side plates (101) is provided with a pushing handle (107).
4. The filling wall mortar joint control mold according to claim 1, wherein limiting notches (203) which are in clamping fit with the edges of the upper surface of the next layer of aerated concrete blocks (3) are respectively arranged on the inner sides of the bottoms of the main boards (201) positioned on two sides of the mortar filling notch (202) in the width direction.
5. A infill wall mortar joint control mould according to claim 1, characterized in that said main plate (201) has a handle hole (204) in the upper part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321205835.1U CN220167548U (en) | 2023-05-18 | 2023-05-18 | Control mould for mortar joints of filling wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321205835.1U CN220167548U (en) | 2023-05-18 | 2023-05-18 | Control mould for mortar joints of filling wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220167548U true CN220167548U (en) | 2023-12-12 |
Family
ID=89055820
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321205835.1U Active CN220167548U (en) | 2023-05-18 | 2023-05-18 | Control mould for mortar joints of filling wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220167548U (en) |
-
2023
- 2023-05-18 CN CN202321205835.1U patent/CN220167548U/en active Active
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| GR01 | Patent grant | ||
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