CN210828381U - Mortar joint plumpness control device for masonry structure - Google Patents

Mortar joint plumpness control device for masonry structure Download PDF

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Publication number
CN210828381U
CN210828381U CN201921543909.6U CN201921543909U CN210828381U CN 210828381 U CN210828381 U CN 210828381U CN 201921543909 U CN201921543909 U CN 201921543909U CN 210828381 U CN210828381 U CN 210828381U
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CN
China
Prior art keywords
shaped steel
mortar
welded
mortar joint
groove
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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.)
Expired - Fee Related
Application number
CN201921543909.6U
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Chinese (zh)
Inventor
吴烨森
李之方
陈良
于领行
张帅
武凌春
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China Construction Civil Engineering Co Ltd
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China Construction Civil Engineering Co Ltd
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Publication date
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Priority to CN201921543909.6U priority Critical patent/CN210828381U/en
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Publication of CN210828381U publication Critical patent/CN210828381U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

A masonry structure mortar joint plumpness control device comprises two operating handles, two stretching inner pipes, four connecting plates, two C-shaped steel and two angle steel. The two operating handles are mutually connected with the two stretching inner pipes in an opposite insertion way. The other end of the operating handle or the other end of the stretching inner pipe is respectively welded with a piece of C-shaped steel through a connecting plate, and an angle steel is respectively welded in a groove of each piece of C-shaped steel. The height of the inner side surfaces of the two C-shaped steels jointly forms an mortar joint thickness control structure, and the two angle steel vertical wing plates which protrude out of the 4-groove C-shaped steel and have the outer side surfaces opposite to each other form a device fixing structure. The utility model relates to a novelty uses portably. The mortar shovel solves the problems of poor mortar plumpness and uniformity, mortar loss and concrete material waste of building blocks caused by the use of a traditional mortar shovel. Use the utility model discloses a masonry structure mortar joint plumpness controlling means work efficiency is high, and the concrete of building a joint is extravagant few, can effectively reduce construction cost to on-the-spot civilized construction management dynamics has been improved.

Description

Mortar joint plumpness control device for masonry structure
Technical Field
The utility model relates to a walling instrument especially relates to a masonry structure mortar joint plumpness controlling means that fills joint mortar and use when evaporating pressure light sand aerated concrete block by laying bricks or stones.
Background
At present, the self weight of the shear wall with a frame structure in a tall building space is reduced, which becomes the development theme of building engineering, so that the building of the shear wall with a light self weight structure becomes a great work focus in building construction. In the prior building construction of building engineering, the seam slipping mortar between the structural blocks is operated by using a traditional mortar shovel, and when the mortar shovel is used for building a structural wall, the problems of uneven thickness laying of the seam slipping mortar, mortar loss at the edges of the blocks, serious material waste, insufficient mortar filling at the middle parts of the blocks and the like exist. Therefore, under the development situation of the light-weight building structure, a tool capable of solving the above disadvantages of mortar joint between blocks is an urgent problem to be solved.
SUMMERY OF THE UTILITY MODEL
The utility model aims to overcome the problems of poor mortar plumpness and uniformity among blocks, mortar loss and concrete material waste caused by the construction of a traditional mortar shovel, and provides a mortar shovel which has novel structure, simple operation, high construction efficiency, less concrete waste of joints and reduced construction cost; the structural mortar joint plumpness control device can effectively control mortar joint plumpness and uniformity among blocks and improve field civilized construction management.
The purpose of the utility model is that can realize. The utility model discloses masonry structure mortar joint plumpness controlling means's characterized in that: the pipe joint is provided with two operating handles consisting of outer sleeves, wherein the inner cavities of the two operating handles are respectively spliced with a stretching inner pipe, the other ends of the two operating handles are respectively and vertically welded with a connecting plate, the other ends of the two stretching inner pipes are also respectively and vertically welded with a connecting plate with the same structural shape, the lower ends of the two connecting plates welded on the two operating handles are horizontally welded with a piece of C-shaped steel together, the lower ends of the two connecting plates welded on the two stretching inner pipes are also horizontally welded with a piece of C-shaped steel with the same structural shape together at the same position, the openings of the two C-shaped steel grooves face the lower surface of the operating handles and an angle steel is respectively welded in each C-shaped steel groove.
The utility model discloses masonry structure mortar joint plumpness controlling means, wherein the height of welding two C shaped steel medial surfaces on the connecting plate constitutes mortar joint mortar thickness control structure jointly, the angle steel is through the bottom plate of a pterygoid lamina welding in the C shaped steel recess, the outstanding C shaped steel recess in another perpendicular pterygoid lamina upper portion, and the lateral surface of the outstanding C shaped steel recess portion of perpendicular pterygoid lamina is relative with the lateral surface face of the perpendicular pterygoid lamina bulge of another angle steel, and the part of the outstanding C shaped steel recess of two perpendicular pterygoid laminas constitutes device fixed knot jointly and constructs.
The utility model discloses masonry structure mortar joint plumpness controlling means, wherein the C shaped steel of welding on tensile inner tube has a flexible removal orbit in the operating handle lumen along with tensile inner tube.
The utility model discloses masonry structure mortar joint plumpness controlling means, wherein C shaped steel is isometric with the angle steel.
The utility model discloses masonry structure mortar joint plumpness controlling means lies in with prior art difference the utility model discloses masonry structure mortar joint plumpness controlling means comprises two operating handle, two tensile inner tubes, four connecting plates, two C shaped steel and two angle steel. An angle steel is welded in each groove of each C-shaped steel. The height of the inner side surfaces of the two C-shaped steels jointly forms an mortar joint thickness control structure, and the two angle steel vertical wing plates which protrude out of the 4-groove C-shaped steel and have the outer side surfaces opposite to each other form a device fixing structure. The utility model discloses a masonry structure mortar joint plumpness controlling means modern design, it is simple and convenient to use, it is poor to have solved between the building block that uses traditional mortar shovel to cause mortar plumpness and homogeneity, the extravagant problem of mortar loss, concrete material. Use the utility model discloses a masonry structure mortar joint plumpness controlling means work efficiency is high, and the concrete of building a joint is extravagant few, can effectively reduce construction cost to the effectual on-the-spot civilized construction management dynamics that has improved.
The structure mortar joint plumpness control device of the present invention will be further explained with reference to the accompanying drawings.
Drawings
Fig. 1 is the structure main view schematic diagram of the mortar joint plumpness control device of the masonry structure.
Fig. 2 is the schematic view of the structure overlooking of the mortar joint plumpness control device of the masonry structure.
Fig. 3 is the structure of the mortar joint plumpness control device of the utility model is a schematic side view.
Fig. 4 is a usage status diagram of the mortar joint plumpness control device of the masonry structure.
Detailed Description
As shown in fig. 1, fig. 2 and fig. 3, the mortar joint plumpness control device of the masonry structure of the present invention is composed of two operation handles 1, two stretching inner pipes 2, four connecting plates 3, two C-shaped steels 4 and two angle 5 steels. The outer sleeve forms two operating handles 1. Two stretching inner tubes 2 are respectively inserted into the tube cavities of the two operating handles 1. The other ends of the two operating handles 1 are respectively and vertically welded with a connecting plate 3. The other ends of the two stretching inner pipes 2 are also respectively and vertically welded with a connecting plate 3 with the same structure and shape. The lower ends of two connecting plates 3 welded on the two operating handles 1 are horizontally welded with a piece of C-shaped steel 4 together. The lower ends of two connecting plates 3 welded on the two stretching inner pipes 2 are also horizontally welded with a piece of C-shaped steel 4 with the same structure and shape at the same position. The openings of the two C-shaped steel 4 grooves face the lower surface of the operating handle 1, and an angle steel 5 is welded in each C-shaped steel 4 groove. The vertical wing plate 5.1 of the angle steel 5 protrudes out of the groove of the C-shaped steel 4.
As shown in figure 1, the heights of the inner side surfaces of two C-shaped steels 4 welded on a connecting plate 3 jointly form a mortar joint thickness control structure. The angle steel 5 is welded on a bottom plate in the groove of the C-shaped steel 4 through a wing plate, the upper part of the other vertical wing plate 5.1 protrudes out of the groove of the C-shaped steel 4, and the outer side face of the part, protruding out of the groove of the C-shaped steel 4, of the vertical wing plate 5.1 is opposite to the outer side face of the protruding part of the other vertical wing plate 5.1 of the angle steel 5. The parts of the two vertical wing plates 5.1 protruding out of the groove of the C-shaped steel 4 jointly form a device fixing structure.
The utility model discloses among the masonry structure mortar joint plumpness controlling means, the welding has a flexible removal orbit in 1 intracavity of operating handle along with tensile inner tube 2 in C shaped steel 4 on tensile inner tube 2.
As shown in fig. 1, 2, and 3, the C-section steel 4 has the same length as the angle steel 5.
Referring to fig. 4, before building the autoclaved lightweight sand aerated concrete block, the mortar joint plumpness control device of the masonry structure of the utility model is used, the tension inner pipe 2 of the mortar joint plumpness control device is firstly adjusted to the width of the autoclaved lightweight sand aerated concrete block through the operating handle 1, and a device fixing structure formed by two angle steels 3 and the outer side surfaces of vertical wing plates 5.1 is clamped on the autoclaved lightweight sand aerated concrete blocks, then concrete mortar is filled in the middle of an mortar joint mortar thickness control structure formed by the inner side surfaces of two C-shaped steels 4 and on the autoclaved lightweight sand aerated concrete blocks and is flattened, and after the concrete mortar in the mortar joint mortar thickness control structure is flattened, the mortar joint plumpness control device of the masonry structure is pushed forwards, concrete mortar is continuously filled and pressed, and then laying the autoclaved lightweight sand aerated concrete blocks to finish the work of building the autoclaved lightweight sand aerated concrete blocks.
The above-mentioned embodiments are only for describing the preferred embodiments of the present invention, and are not intended to limit the scope of the present invention, and various modifications and improvements made by those skilled in the art without departing from the design spirit of the present invention should fall into the protection scope defined by the claims of the present invention.

Claims (4)

1. The utility model provides a masonry structure mortar joint plumpness controlling means which characterized in that: two operating handles (1) formed by outer sleeves are arranged, a stretching inner pipe (2) is respectively inserted in the pipe cavities of the two operating handles (1), a connecting plate (3) is respectively and vertically welded at the other end of each operating handle (1), a connecting plate (3) with the same structural shape is respectively and vertically welded at the other end of each stretching inner pipe (2), the lower ends of two connecting plates (3) welded on the two operating handles (1) are horizontally welded with a C-shaped steel (4) together, the lower ends of two connecting plates (3) welded on the two stretching inner pipes (2) are also horizontally welded with a C-shaped steel (4) with the same structural shape at the same position, the openings of the two C-shaped steel (4) grooves face the lower surface of the operating handle (1), an angle steel (5) is respectively welded in each C-shaped steel (4) groove, and a vertical wing plate (5.1) of the angle steel (5) protrudes out of the groove of the C-shaped steel (4).
2. The masonry structure mortar joint plumpness control device of claim 1, characterized in that: the height of the inner side surfaces of the two C-shaped steel (4) jointly forms an mortar joint thickness control structure, the angle steel (5) is welded on a bottom plate in a groove of the C-shaped steel (4) through a wing plate, the outer side surface of the groove part of the vertical wing plate (5.1) protruding out of the C-shaped steel (4) is opposite to the outer side surface of the protruding part of the vertical wing plate (5.1) of the other angle steel (5), and the parts of the two vertical wing plates (5.1) protruding out of the groove of the C-shaped steel (4) jointly form a device fixing structure.
3. The masonry structure mortar joint plumpness control device of claim 1 or 2, characterized in that: the C-shaped steel (4) welded on the stretching inner pipe (2) has a telescopic moving track in the pipe cavity of the operating handle (1) along with the stretching inner pipe (2).
4. The masonry structure mortar joint plumpness control device of claim 3, characterized in that: the C-shaped steel (4) and the angle steel (5) are equal in length.
CN201921543909.6U 2019-09-17 2019-09-17 Mortar joint plumpness control device for masonry structure Expired - Fee Related CN210828381U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921543909.6U CN210828381U (en) 2019-09-17 2019-09-17 Mortar joint plumpness control device for masonry structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921543909.6U CN210828381U (en) 2019-09-17 2019-09-17 Mortar joint plumpness control device for masonry structure

Publications (1)

Publication Number Publication Date
CN210828381U true CN210828381U (en) 2020-06-23

Family

ID=71251957

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921543909.6U Expired - Fee Related CN210828381U (en) 2019-09-17 2019-09-17 Mortar joint plumpness control device for masonry structure

Country Status (1)

Country Link
CN (1) CN210828381U (en)

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20200623

CF01 Termination of patent right due to non-payment of annual fee