CN220928777U - Multifunctional hollow wall construction auxiliary device - Google Patents
Multifunctional hollow wall construction auxiliary device Download PDFInfo
- Publication number
- CN220928777U CN220928777U CN202322652328.9U CN202322652328U CN220928777U CN 220928777 U CN220928777 U CN 220928777U CN 202322652328 U CN202322652328 U CN 202322652328U CN 220928777 U CN220928777 U CN 220928777U
- Authority
- CN
- China
- Prior art keywords
- positioning
- hollow wall
- beams
- bricks
- auxiliary device
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 42
- 239000011449 brick Substances 0.000 claims abstract description 81
- 239000004570 mortar (masonry) Substances 0.000 claims abstract description 20
- 238000009435 building construction Methods 0.000 abstract description 2
- 239000012634 fragment Substances 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 230000008569 process Effects 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000000670 limiting effect Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a multifunctional hollow wall construction auxiliary device which comprises a positioning cross beam, a positioning longitudinal beam and a perpendicularity guiding rule, wherein the positioning cross beam is arranged on the positioning longitudinal beam; two ends of the positioning cross beams are respectively attached to a plurality of bricks at the same height of the hollow wall, and a pair of positioning cross beams are respectively positioned at the inner side and the outer side of the hollow wall; one end of each of the positioning longitudinal beams is connected between a pair of positioning cross beams at intervals, so that the positioning longitudinal beams are placed on bricks of the hollow wall, and the thickness of each positioning longitudinal beam is consistent with the thickness of a mortar joint of the hollow wall; one ends of the plurality of verticality guiding rules are respectively connected to one of the positioning cross beams at intervals, so that the plurality of verticality guiding rules are vertically arranged along the surfaces of bricks of the hollow wall. The utility model relates to the technical field of building construction, and can solve the problem that the construction quality of a hollowed wall is difficult to control in the prior art.
Description
Technical Field
The utility model relates to the technical field of building construction, in particular to a multifunctional hollow wall construction auxiliary device.
Background
The hollow wall is a wall body with hollow effects formed by reserving holes which are transparent front and back on the solid wall according to a certain pattern, and is mainly used for separation and landscapes in the building. The Chinese patent application CN116537412A discloses a hollow structural wall and a construction method thereof, wherein the hollow structural wall comprises a hollow wall body and a support column vertically embedded in the hollow wall body; the hollow wall body is provided with a plurality of wall bricks in the same row at even intervals, two rows of wall bricks which are adjacent up and down are stacked in a staggered way, and the support column is arranged at the overlapping position formed by stacking the wall bricks in a staggered way.
In the actual construction process of the hollow wall, the perpendicularity, the size of each hollow hole, the thickness of mortar and the plumpness of the wall are determined by experience and technical level of constructors, and the construction quality of the hollow wall is difficult to control. Therefore, it is necessary to provide a multifunctional hollow wall construction auxiliary device, which can solve the problem that the construction quality of the hollow wall is difficult to control in the prior art.
Disclosure of Invention
The utility model aims to provide a multifunctional hollow wall construction auxiliary device which can solve the problem that the construction quality of a hollow wall is difficult to control in the prior art.
The utility model is realized in the following way:
A multifunctional hollow wall construction auxiliary device comprises a positioning cross beam, a positioning longitudinal beam and a perpendicularity guiding rule; two ends of the positioning cross beams are respectively attached to a plurality of bricks at the same height of the hollow wall, and a pair of positioning cross beams are respectively positioned at the inner side and the outer side of the hollow wall; one end of each of the positioning longitudinal beams is connected between a pair of positioning cross beams at intervals, so that the positioning longitudinal beams are placed on bricks of the hollow wall, and the thickness of each positioning longitudinal beam is consistent with the thickness of a mortar joint of the hollow wall; one ends of the plurality of verticality guiding rules are respectively connected to one of the positioning cross beams at intervals, so that the plurality of verticality guiding rules are vertically arranged along the surfaces of bricks of the hollow wall.
The positioning cross beam, the positioning longitudinal beam and the perpendicularity guiding ruler are arranged in a pairwise perpendicular mode.
The positioning longitudinal beam comprises two groups of positioning beams, the two groups of positioning beams are respectively positioned at two ends of the bricks, so that two ends of the bricks positioned at the upper layer are respectively lapped on one end of two adjacent bricks positioned at the lower layer in a relative mode through the two groups of positioning beams.
Each group of positioning beams respectively comprises two parallel unit beams, and the distance between the two unit beams is consistent with the lap joint width between the upper layer of bricks and the lower layer of bricks.
The length of the positioning cross beam is not smaller than the total length of the arrangement of the three adjacent bricks at the same height of the hollow wall.
The cross section of the positioning cross beam is of an L-shaped structure, so that the positioning cross beam can be attached to the edge of the brick.
The length of the verticality guiding rule is not smaller than the total masonry height of the three layers of bricks.
Compared with the prior art, the utility model has the following beneficial effects:
1. The positioning cross beam is arranged, so that the length of the positioning cross beam is not smaller than the arrangement length of three adjacent bricks at the height, and the horizontal flatness of the hollow wall can be effectively controlled, so that the construction quality and the appearance quality of the hollow wall are improved; meanwhile, a pair of positioning cross beams with L-shaped structures are matched and installed at the edges of the bricks, so that the utility model can be installed on the hollowed wall quickly and accurately without falling off.
2. The utility model has the advantages that the positioning longitudinal beams are arranged, the lap joint positions and the lap joint widths of the upper and lower adjacent bricks can be accurately controlled through the pair of unit beams, the filling quantity and the plumpness of mortar are controlled through the positioning longitudinal beams with the thickness consistent with the mortar joint thickness, the mortar joint thickness of the hollow wall is ensured to meet the design requirement, the construction quality and the appearance quality of the hollow wall are improved, and the waste of the mortar is avoided.
3. The perpendicularity guiding ruler is arranged, so that the perpendicularity of the hollow wall can be detected and controlled, and the construction quality and the appearance quality of the hollow wall are further improved.
Drawings
FIG. 1 is a construction schematic of the multi-functional hollow wall construction auxiliary device of the present utility model;
FIG. 2 is an elevation view of the use of the multi-functional hollow wall construction aid of the present utility model;
FIG. 3 is a plan view of the use of the multi-functional hollow wall construction aid of the present utility model;
FIG. 4 is a side view of the use of the multi-functional hollow wall construction aid of the present utility model;
Fig. 5 is a cross-sectional view A-A of fig. 3.
In the figure, 1 location crossbeam, 2 location longeron, 3 straightness guiding ruler that hangs down, 4 fragment of brick, 5 mortar joints.
Detailed Description
The utility model will be further described with reference to the drawings and the specific examples.
Referring to fig. 1 to 5, a multifunctional hollow wall construction auxiliary device comprises a positioning cross beam 1, a positioning longitudinal beam 2 and a verticality guiding rule 3; two ends of the positioning cross beams 1 are respectively attached to a plurality of bricks 4 arranged at the same height of the hollow wall, and a pair of positioning cross beams 1 are respectively positioned at the inner side and the outer side (along the thickness direction) of the hollow wall; one end of each of the positioning longitudinal beams 2 is connected between a pair of positioning cross beams 1 at intervals, so that the positioning longitudinal beams 2 are placed on bricks 4 of the hollow wall, and the thickness of each positioning longitudinal beam 2 is consistent with the thickness of a mortar joint 5 of the hollow wall; one end of each perpendicularity guiding rule 3 is connected to one of the positioning cross beams 1 at intervals, so that the perpendicularity guiding rules 3 are vertically arranged along the surface of the brick 4 of the hollow wall.
The pair of positioning cross beams 1 are attached to a plurality of bricks 4 at the same height of the hollow wall, so that the construction auxiliary device is convenient to install on the hollow wall. The positioning cross beam 1 is used for detecting the horizontal flatness of the wall surface of the built hollow wall, the positioning longitudinal beam 2 is used for positioning the lap joint position of the upper layer brick 4 and the lower layer brick 4, the mortar joint thickness is controlled, the perpendicularity guiding ruler 3 is used for detecting the perpendicularity of the built hollow wall, and the construction auxiliary device has multiple functions and is beneficial to controlling the construction quality of the hollow wall.
Preferably, the positioning cross beam 1, the positioning longitudinal beam 2 and the verticality guiding ruler 3 can be made of materials with larger rigidity such as steel materials, are connected in a detachable mode such as a screwed connection mode, are more convenient to assemble, disassemble and use, carry and store, and can flexibly replace the positioning cross beam 1, the positioning longitudinal beam 2 and the verticality guiding ruler 3 with different sizes according to the size design of the hollowed wall. The length of the positioning cross beam 1 can be consistent with the length of three bricks 4 with the same height and the sum of the lengths of two hollowed holes of the three bricks, the length of the positioning longitudinal beam 2 is consistent with the width of the bricks 4, and the length of the perpendicularity guiding ruler 3 is slightly larger than the masonry height of the three bricks 4.
Referring to fig. 4 and 5, the positioning cross beam 1, the positioning longitudinal beam 2 and the verticality guiding ruler 3 are vertically arranged in pairs, so that the horizontal flatness, the verticality and the mortar thickness of the hollow wall are precisely matched and detected, and the construction quality of the hollow wall is controlled.
Referring to fig. 3, the positioning longitudinal beam 2 includes two sets of positioning beams, which are respectively located at two ends of the brick 4, so that two ends of the brick 4 located at the upper layer are respectively overlapped on one end of the two adjacent bricks 4 located at the lower layer, which are oppositely arranged, through the two sets of positioning beams.
Because the fretwork setting of fretwork wall, the overlap joint of the fragment of brick 4 both ends of last layer is on two adjacent fragment of brick 4 of next layer to form the fretwork hole between four adjacent fragment of brick 4 of three-layer, through the both ends overlap joint position of the fragment of brick 4 of two sets of locating beam location last layer, can accurate control the size of fretwork hole, guarantee that the size of all fretwork holes on the fretwork wall is unified, thereby improve the construction quality and the efficiency of construction of fretwork wall.
Referring to fig. 3, each set of positioning beams includes two parallel unit beams, and the distance between the two unit beams is consistent with the overlap width between the upper and lower adjacent two layers of bricks 4, so as to accurately control overlap masonry of the upper and lower adjacent two layers of bricks 4 and ensure construction quality of the hollow wall.
Referring to fig. 1 and 2, the length of the positioning beam 1 is not less than the total length of the arrangement of the adjacent three bricks 4 at the same height of the hollow wall.
The length of the positioning cross beam 1 can be consistent with the length of the three bricks 4 with the same height and the sum of the lengths of the two hollow holes, and also can be consistent with the length of the four bricks 4 with the same height and the sum of the lengths of the three hollow holes, and the like, and the length of the positioning cross beam 1 can be adjusted according to actual requirements, so that the accurate control of the horizontal flatness of the hollow wall is ensured.
Referring to fig. 4 and 5, the cross section of the positioning beam 1 is in an L-shaped structure, so that the positioning beam 1 can be attached to the edge of the brick 4.
Because the brick 4 is generally cuboid, the right-angle parts at the edges of the two sides of the top of the brick 4 can be completely attached through the positioning cross beams 1 with the L-shaped structures, and the two-way limiting effect is achieved by utilizing the symmetrical arrangement of the positioning cross beams 1 with the pair of L-shaped structures, so that the brick can be stably overlapped on the built hollow wall without falling off.
Referring to fig. 1, fig. 2, fig. 4 and fig. 5, the length of the verticality guiding ruler 3 is not smaller than the total masonry height of the three-layer brick 4 (including the thickness of two layers of mortar joints between the three-layer brick 4), so that the verticality of the hollow wall can be effectively controlled.
Referring to fig. 1 to 5, the application method of the construction auxiliary device in the hollow wall masonry construction is as follows:
Because the length of the verticality guiding rule 3 is slightly larger than the total masonry height of the three-layer bricks 4, in order to prevent the verticality guiding rule 3 from abutting against the ground during installation of the utility model, the four layers of bricks 4 at the bottommost part of the hollowed wall are firstly constructed by adopting a conventional construction method, and the mortar joint thickness, the wall verticality and the levelness of the bricks 4 at the same height of the four layers of bricks 4 are rechecked so as to ensure that the construction quality meets the design requirement, and the construction process is not repeated.
When constructing the fifth layer brick 4, the utility model is placed on the fourth layer brick 4, so that the positioning beams 1 are positioned on the fourth layer first to third bricks 4, the positioning beams 1 with a pair of L-shaped structures are respectively attached to the inner side and the outer side edges of the fourth layer first to third bricks 4, one ends of the positioning beams 1 are respectively flush with one end of the fourth layer first brick 4 away from the second brick 4, and the other ends of the positioning beams 1 are respectively flush with one end of the fourth layer third brick 4 close to the fourth brick 4.
Three groups of positioning longitudinal beams 2 are arranged between the pair of positioning cross beams 1, namely six groups of positioning beams, after the placement of the pair of positioning cross beams 1 is completed, the six groups of positioning beams are respectively positioned at two ends of the fourth layer of first bricks 4 to the third bricks 4, and the interval between two unit beams in each group of positioning beams is consistent with the lap joint width of the two layers of bricks 4 adjacent up and down.
Mortar is filled between the two unit beams of each group of positioning beams, and the thickness of the positioning longitudinal beam 2, namely the thickness of the unit beams is consistent with the design thickness of the mortar joints, so that the mortar joints between the brick blocks 4 are controlled to be consistent in thickness and meet the design requirement.
Three perpendicularity guiding rules 3 are connected to one positioning beam 1 at intervals, and after the positioning beams 1 are placed, the three perpendicularity guiding rules 3 are respectively abutted against the surfaces of bricks 4 of the second layer to the fourth layer and used for detecting perpendicularity of the bricks 4 of the fourth layer, and the laying perpendicularity of the bricks 4 of the fifth layer is also guaranteed.
The first and second blocks 4 of the fifth layer are overlapped on the first to third blocks 4 of the fourth layer through mortar.
The utility model is removed and translated, so that the positioning beam 1 is lapped on the fourth to sixth bricks 4 of the fourth layer, the steps are repeated, and the third and fourth bricks 4 of the fifth layer are continuously built. And so on until the fifth layer of blocks 4 is completed.
And repeating the steps, sequentially completing the masonry of the whole hollow wall from bottom to top, wherein the hollow holes on the hollow wall are uniform in size, and the indexes such as the overall verticality and flatness of the hollow wall, the mortar plumpness and the mortar joint thickness can meet the design requirements, so that the masonry efficiency in the construction process and the overall effect of the later appearance are greatly improved.
The above embodiments are merely preferred embodiments of the present utility model and are not intended to limit the scope of the present utility model, therefore, any modifications, equivalent substitutions, improvements, etc. made within the spirit and principle of the present utility model should be included in the scope of the present utility model.
Claims (7)
1. A multifunctional hollow wall construction auxiliary device is characterized in that: comprises a positioning cross beam (1), a positioning longitudinal beam (2) and a verticality guiding rule (3); two ends of the positioning cross beam (1) are respectively attached to a plurality of bricks (4) arranged at the same height of the hollow wall, and a pair of positioning cross beams (1) are respectively positioned at the inner side and the outer side of the hollow wall; one end of each of the positioning longitudinal beams (2) is connected between a pair of positioning cross beams (1) at intervals, so that the positioning longitudinal beams (2) are placed on bricks (4) of the hollow wall, and the thickness of each positioning longitudinal beam (2) is consistent with the thickness of a mortar joint (5) of the hollow wall; one end of each perpendicularity guiding rule (3) is respectively connected to one of the positioning cross beams (1) at intervals, so that the perpendicularity guiding rules (3) are vertically arranged along the surfaces of the bricks (4) of the hollow wall.
2. The multi-functional hollow wall construction auxiliary device according to claim 1, wherein: the positioning cross beam (1), the positioning longitudinal beam (2) and the verticality guiding rule (3) are vertically arranged in pairs.
3. The multi-functional hollow wall construction auxiliary device according to claim 1 or 2, characterized in that: the positioning longitudinal beam (2) comprises two groups of positioning beams, the two groups of positioning beams are respectively positioned at two ends of the brick blocks (4), so that two ends of the brick blocks (4) positioned at the upper layer are respectively lapped on one end of two adjacent brick blocks (4) positioned at the lower layer in a relative mode through the two groups of positioning beams.
4. A multi-functional hollow wall construction auxiliary device according to claim 3, characterized in that: each group of positioning beams respectively comprises two parallel unit beams, and the distance between the two unit beams is consistent with the lap joint width between the upper layer of bricks (4) and the lower layer of bricks (4).
5. The multi-functional hollow wall construction auxiliary device according to claim 1 or 2, characterized in that: the length of the positioning cross beam (1) is not smaller than the total length of the arrangement of the adjacent three bricks (4) at the same height of the hollow wall.
6. The multi-functional hollow wall construction auxiliary device according to claim 5, wherein: the cross section of the positioning cross beam (1) is of an L-shaped structure, so that the positioning cross beam (1) can be attached to the edge of the brick (4).
7. The multi-functional hollow wall construction auxiliary device according to claim 1 or 2, characterized in that: the length of the verticality guiding rule (3) is not smaller than the total masonry height of the three-layer brick blocks (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322652328.9U CN220928777U (en) | 2023-09-28 | 2023-09-28 | Multifunctional hollow wall construction auxiliary device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322652328.9U CN220928777U (en) | 2023-09-28 | 2023-09-28 | Multifunctional hollow wall construction auxiliary device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220928777U true CN220928777U (en) | 2024-05-10 |
Family
ID=90938226
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322652328.9U Active CN220928777U (en) | 2023-09-28 | 2023-09-28 | Multifunctional hollow wall construction auxiliary device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220928777U (en) |
-
2023
- 2023-09-28 CN CN202322652328.9U patent/CN220928777U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US9528263B2 (en) | Self-aligning interlocking construction blocks | |
| CN103422606A (en) | Structural column erecting-free block and construction method thereof | |
| EP1936038A1 (en) | Non-retrievable formwork | |
| CN105401741A (en) | Basement roof reinforcing and construction device and construction method thereof | |
| CN220928777U (en) | Multifunctional hollow wall construction auxiliary device | |
| CN104763103B (en) | A kind of construction method of prefabricated concrete collar tie beam | |
| CN110924678B (en) | Construction method and device for large-span variable-section haunch plate template | |
| CN107642184B (en) | Prefabricated partition wall connection structure and construction method thereof | |
| KR101609249B1 (en) | slope retaing wall using precast concrete and method therefore | |
| CN112982778A (en) | Quick assembling type keel formwork combination formwork | |
| CN110552445B (en) | Construction process for reserved tie bar of main body wall column structure | |
| CN212053187U (en) | Detachable brick strip foundation combination system | |
| CN211257025U (en) | Steel sheet pile cofferdam with slip casting platform | |
| CN211523226U (en) | Inner support system for foundation pit | |
| CN110670779A (en) | Assembled building floor | |
| CN103827410A (en) | Masonry building and method for constructing masonry building | |
| CN113969574A (en) | Construction method of assembled type steel-inserted underground continuous wall | |
| CN111590731A (en) | Prefabricated mold of regular polygon floor tile, application of prefabricated mold and floor tile laying method | |
| CN111119458A (en) | Control device for paving and pasting floor tiles and construction method thereof | |
| CN219825816U (en) | Brick convenient for masonry and positioning | |
| CN110565667A (en) | Steel sheet pile cofferdam with slip casting platform | |
| CN214832868U (en) | Prefabricated foundation of building rear elevator | |
| CN217782456U (en) | Embedded-locked brick wall | |
| CN220266991U (en) | Bearing sintered porous brick | |
| CN220100319U (en) | Curtain wall structure of inclined wall surface |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |