CN221219750U - Mould for horizontal mortar joint - Google Patents
Mould for horizontal mortar joint Download PDFInfo
- Publication number
- CN221219750U CN221219750U CN202322492632.1U CN202322492632U CN221219750U CN 221219750 U CN221219750 U CN 221219750U CN 202322492632 U CN202322492632 U CN 202322492632U CN 221219750 U CN221219750 U CN 221219750U
- Authority
- CN
- China
- Prior art keywords
- baffle
- baffle plate
- wall body
- horizontal mortar
- mortar joint
- 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
- 239000004570 mortar (masonry) Substances 0.000 title claims abstract description 56
- 229910000838 Al alloy Inorganic materials 0.000 claims description 4
- 230000000149 penetrating effect Effects 0.000 claims description 3
- 238000009435 building construction Methods 0.000 abstract description 2
- 239000011449 brick Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 238000004140 cleaning Methods 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- 230000006978 adaptation Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000007306 turnover Effects 0.000 description 2
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a horizontal mortar joint die, which relates to the technical field of building construction and comprises a first baffle and a second baffle which have the same structure, wherein the first baffle and the second baffle are arranged in parallel along the length direction of a wall body, square notches are formed in the bottom ends of the inner sides of the first baffle and the second baffle, and the two square notches are correspondingly abutted to the edges of the two sides of the wall body; the adjusting rods are correspondingly connected to two ends of the first baffle plate and the second baffle plate so as to adjust the width between the first baffle plate and the second baffle plate. Above-mentioned mould for horizontal mortar joint can form the mortar bed of thickness the same on the brickwork face of wall body, forms the horizontal mortar joint of thickness the same promptly, can effectively reduce the unrestrained of mortar in the use simultaneously, reduces extravagant, reduces later stage clearance work.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a mold for horizontal mortar joints.
Background
Horizontal mortar joints generally refer to a horizontal mortar bed between two bricks when a wall is built. The horizontal mortar joints have the function of uniformly transmitting vertical pressure and bonding, so that the integrity of the wall body is improved. If the horizontal mortar joint is small, the whole bonding part can be influenced, and if the horizontal mortar joint is large, mortar can be influenced, so that the size and the compression resistance of the whole wall surface are influenced. Generally, the horizontal mortar joint has a certain prescribed thickness of about 8-12mm, with the use amount of 10mm being the most.
In the prior art construction, measures for controlling the thickness of the horizontal mortar joints are usually carried out by using a horizontal line erection mode, horizontal deviation caused by manual or technical modes exists in the horizontal line erection mode during specific implementation, so that the thickness of the mortar joints is difficult to control uniformly, the horizontal line erection mode consumes quite long laying time, on the other hand, when the horizontal line is erected, each layer of wall body cannot be erected, the top of the wall body can be only in a flush state with the horizontal line in a certain height, the thickness of each layer of mortar joints in the height cannot be effectively ensured, and the construction quality is further influenced.
Therefore, how to provide a mold for laying horizontal mortar joints to effectively control the thickness of the horizontal mortar joints is a technical problem that needs to be solved by those skilled in the art at present.
Disclosure of utility model
The utility model aims to provide a mould for horizontal mortar joints, which can form a mortar layer with the same thickness and flatness on a masonry surface of a wall body, namely form the horizontal mortar joints with the same thickness, and can effectively reduce mortar scattering, waste and later cleaning work in the use process.
In order to achieve the above object, the present utility model provides a mold for horizontal mortar joint, comprising:
The first baffle and the second baffle with the same structure are arranged in parallel along the length direction of the wall body, square notches are formed in the bottom ends of the inner sides of the first baffle and the second baffle, and the two square notches are correspondingly abutted to the edges of the two sides of the wall body;
the adjusting rods are correspondingly connected to the two ends of the first baffle plate and the second baffle plate so as to adjust the width between the first baffle plate and the second baffle plate.
Preferably, the two ends of the first baffle and the second baffle are provided with connecting blocks, the connecting blocks are longitudinally provided with threaded holes penetrating through the connecting blocks, the adjusting rods are threaded rods, bolts are arranged on the adjusting rods, and the bolts are attached to the two sides of the first baffle and the two sides of the second baffle.
Preferably, the height of the upper edge of the square notch is H1, the height of the first baffle is H2, and the value interval range of H2-H1 is 8-12mm.
Preferably, the width of the square notch is H3, and the value of H3 is smaller than 2mm.
Preferably, the first baffle and the second baffle are both aluminum alloy plates.
Preferably, the first baffle and the second baffle are integrally formed with the connecting block.
Compared with the background technology, the mold for the horizontal mortar joint is placed on the wall masonry surface to be continuously built after the first layer of bricks are built, and as the width between the first baffle and the second baffle can be adjusted by the adjusting rod, square notches are formed in the bottom ends of the inner sides of the first baffle and the bottom ends of the inner sides of the second baffle, the two square notches are correspondingly abutted to the edges of the two sides of the wall, and the width between the side walls of the two square notches is adjusted to be equal to the thickness of the wall by controlling the adjusting rod, so that the first baffle and the second baffle are clamped on the two sides of the wall, mortar is filled into the mold until the height of the mortar is equal to the top ends of the first baffle and the second baffle; then, an operator pushes the mould along the length direction of the wall body to enable the mould to slowly move forwards, and the mould forms a mortar layer with the thickness on the masonry surface of the wall body; finally, placing the brick on the mortar, and pressing the brick by hand uniformly to form a horizontal mortar joint with the same thickness.
The horizontal mortar joint die provided by the utility model can effectively reduce the scattering of mortar, reduce waste and reduce the later cleaning work in the use process.
The width between the first baffle and the second baffle can be adjusted in the use process of the horizontal mortar joint die, the die can be suitable for various walls, and the turnover use times of the die are greatly improved.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the drawings that are required to be used in the embodiments or the description of the prior art will be briefly described below, and it is obvious that the drawings in the following description are only embodiments of the present utility model, and that other drawings can be obtained according to the provided drawings without inventive effort for a person skilled in the art.
FIG. 1 is a left side view of a horizontal slit mold structure according to an embodiment of the present utility model;
FIG. 2 is a top view of a horizontal mortar joint mold structure according to an embodiment of the utility model;
FIG. 3 is a front view of a horizontal slit mold structure according to an embodiment of the present utility model;
Fig. 4 is a schematic diagram of a horizontal mortar joint mold and a wall according to an embodiment of the utility model.
Wherein:
1-first baffle, 2-second baffle, 3-wall body, 4-square breach, 5-regulation pole, 6-connecting block, 7-bolt.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the utility model without making any inventive effort, are intended to be within the scope of the utility model.
The present utility model will be further described in detail below with reference to the drawings and detailed description for the purpose of enabling those skilled in the art to better understand the aspects of the present utility model.
Referring to fig. 1 to 4, the present application provides a mold for horizontal mortar joint, comprising: the first baffle plate 1 and the second baffle plate 2 with the same structure are arranged in parallel along the length direction of the wall body 3, square notches 4 are formed in the bottom ends of the inner sides of the first baffle plate 1 and the second baffle plate 2, and the two square notches 4 are correspondingly abutted to the edges of the two sides of the wall body 3; the adjusting rods 5 are correspondingly connected to the two ends of the first baffle plate 1 and the second baffle plate 2 to adjust the width between the first baffle plate 1 and the second baffle plate 2.
The purpose of the arrangement is that an operator places a mould on a wall body masonry surface to be continuously built after a first layer of bricks are built, as the width between the first baffle plate 1 and the second baffle plate 2 can be adjusted by the adjusting rod 5, square gaps 4 are respectively arranged at the bottom ends of the inner sides of the first baffle plate 1 and the second baffle plate 2, the two square gaps 4 are correspondingly abutted to the edges of two sides of the wall body 3, and the width between the side walls of the two square gaps 4 is adjusted to be equal to the width and the thickness of the wall body 3 by controlling the adjusting rod 5, so that the first baffle plate 1 and the second baffle plate 2 are clamped at two sides of the wall body 3, mortar is filled into the mould until the height of the mortar is level with the top ends of the first baffle plate 1 and the second baffle plate 2; then, operators push the mould along the length direction of the wall body 3 to enable the mould to slowly move forwards, and the mould forms a mortar layer with the same thickness on the masonry surface of the wall body 3; finally, placing the brick on the mortar, and pressing the brick by hand uniformly to form a horizontal mortar joint with the same thickness.
The horizontal mortar joint die provided by the utility model can effectively reduce the scattering of mortar, reduce waste and reduce the later cleaning work in the use process.
The width between the first baffle plate 1 and the second baffle plate 2 can be adjusted in the use process of the horizontal mortar joint die, the die can be suitable for various walls, and the turnover use times of the die are greatly improved.
On the basis of the embodiment, the two ends of the first baffle plate 1 and the second baffle plate 2 are provided with the connecting blocks 6, the connecting blocks 6 are longitudinally provided with through holes penetrating through, the adjusting rods 5 are threaded rods, the adjusting rods 5 are provided with the bolts 7, and the bolts 7 are attached to two sides of the first baffle plate 1 and the second baffle plate 2.
That is, when in use, the bolts 7 are loosened, the width between the side walls of the two square notches 4 is equal to the thickness of the wall body 3, the mold is put on the masonry wall body 3, and the bolts 7 are screwed.
On the basis of the embodiment, the height of the upper edge of the square notch 4 is H1, the height of the first baffle plate 1 is H2, and the value interval range of H2-H1 is 8-12mm.
That is, the value of H2-H1 is equal to the thickness of the mortar layer, thereby ensuring uniform thickness of the mortar layer, preferably, the thickness of the mortar layer is 10mm;
alternatively, the thickness of the mortar layer can be adjusted by adjusting the height of the square notch 4,
On the basis of the embodiment, the width of the square notch 4 is H3, and the value of H3 is smaller than 2mm, that is, the value of the square notch 4 is smaller than 2mm, so that no mortar exists on two sides of the wall body 3, and the quality of the wall body 3 is prevented from being influenced.
On the basis of the embodiment, the first baffle plate 1 and the second baffle plate 2 are all aluminum alloy plates, the service life is prolonged through the use of the aluminum alloy plates, and the first baffle plate 1 and the second baffle plate 2 are integrally formed with the connecting block 6.
It should be noted that in this specification relational terms such as first and second are used solely to distinguish one entity from another entity without necessarily requiring or implying any actual such relationship or order between such entities.
The principles and embodiments of the horizontal slit mold provided by the present utility model are described herein by using specific examples, and the above examples are only used to help understand the method and core idea of the present utility model. It should be noted that it will be apparent to those skilled in the art that various modifications and adaptations of the utility model can be made without departing from the principles of the utility model and these modifications and adaptations are intended to be within the scope of the utility model as defined in the following claims.
Claims (6)
1. A mold for horizontal mortar joints, comprising:
The novel wall body comprises a first baffle (1) and a second baffle (2) which are of the same structure, wherein the first baffle (1) and the second baffle (2) are arranged in parallel along the length direction of the wall body (3), square notches (4) are formed in the bottom ends of the inner sides of the first baffle (1) and the second baffle (2), and the two square notches (4) are correspondingly abutted to the edges of the two sides of the wall body (3);
The adjusting rods (5) are correspondingly connected to the two ends of the first baffle (1) and the second baffle (2) so as to adjust the width between the first baffle (1) and the second baffle (2).
2. The horizontal mortar joint mold according to claim 1, wherein connecting blocks (6) are arranged at two ends of the first baffle plate (1) and the second baffle plate (2), threaded holes penetrating through the connecting blocks (6) are longitudinally formed, the adjusting rods (5) are threaded rods, bolts (7) are arranged on the adjusting rods (5), and the bolts (7) are attached to two sides of the first baffle plate (1) and the second baffle plate (2).
3. The horizontal mortar joint mold according to claim 2, wherein the height of the upper edge of the square notch (4) is H1, the height of the first baffle (1) is H2, and the value interval of H2-H1 is 8-12mm.
4. A mould for horizontal mortar joints according to claim 3, characterized in that the width of the square notch (4) is H3, the value of H3 being less than 2mm.
5. The horizontal mortar joint mold according to any one of claims 1 to 4, wherein the first baffle (1) and the second baffle (2) are each an aluminum alloy plate.
6. The horizontal mortar joint mold according to claim 2, wherein the first baffle (1) and the second baffle (2) are integrally formed with the connection block (6).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322492632.1U CN221219750U (en) | 2023-09-14 | 2023-09-14 | Mould for horizontal mortar joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322492632.1U CN221219750U (en) | 2023-09-14 | 2023-09-14 | Mould for horizontal mortar joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN221219750U true CN221219750U (en) | 2024-06-25 |
Family
ID=91545455
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322492632.1U Active CN221219750U (en) | 2023-09-14 | 2023-09-14 | Mould for horizontal mortar joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN221219750U (en) |
-
2023
- 2023-09-14 CN CN202322492632.1U patent/CN221219750U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206128374U (en) | A body structure right angle wall body mortar module and right angle wall body of pouring into a mould with wall body module | |
| CN209760781U (en) | integral assembly type residential formwork | |
| CN221219750U (en) | Mould for horizontal mortar joint | |
| CN211058127U (en) | Low heat transfer special-shaped hollow brick | |
| CN218493149U (en) | Mortar laying device for construction | |
| CN110670790A (en) | Special-shaped self-combined hollow brick with low heat transfer and high connection strength | |
| CN207228395U (en) | A kind of precast wall structure | |
| CN109898706A (en) | A kind of steel plate combined shear wall and its construction method of built-in Screw arbor with nut at both-ends | |
| CN215519946U (en) | Wall body corner constructional column exempts from formwork construction structures | |
| CN211081013U (en) | Formula lintel template can have enough to meet need to job site secondary structure | |
| CN213204673U (en) | Can have enough to meet need full assembled concrete and face to build prefabricated floor for board house | |
| CN107859337A (en) | Steel-structure factory building FPB Light trabses cracking structure constructions | |
| CN113293995A (en) | Sizing seam plugging device and construction method thereof | |
| CN219691139U (en) | Simple building block mortar joint control device | |
| CN219825724U (en) | Steel frame concrete partition wall and partition wall structure | |
| CN217257098U (en) | Simple mold for pouring masonry wall surface strong and weak current box prefabricated frame | |
| CN220167478U (en) | Shaping die for electric box construction | |
| CN215150214U (en) | Roughening tool for precast beam surface of composite beam | |
| CN216968162U (en) | Universal side die | |
| CN219118762U (en) | Device is reserved to aluminum alloy template entrance to a cave | |
| CN216465247U (en) | Die box structure of U type prefabricated section | |
| CN220550862U (en) | High-low span single-sided template supporting system | |
| CN212919835U (en) | Equipment suitable for UHPC hollow wallboard shaping | |
| CN217268355U (en) | Constructional column non-disassembly pouring mold | |
| CN220945890U (en) | Building prefabricated member mould |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant |