CN220266628U - Underground continuous wall construction strutting arrangement for building - Google Patents
Underground continuous wall construction strutting arrangement for building Download PDFInfo
- Publication number
- CN220266628U CN220266628U CN202223231573.4U CN202223231573U CN220266628U CN 220266628 U CN220266628 U CN 220266628U CN 202223231573 U CN202223231573 U CN 202223231573U CN 220266628 U CN220266628 U CN 220266628U
- Authority
- CN
- China
- Prior art keywords
- plate
- sliding
- fixedly connected
- sliding plate
- rod
- 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 23
- 239000002699 waste material Substances 0.000 abstract description 4
- 230000007613 environmental effect Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 6
- 230000000712 assembly Effects 0.000 description 3
- 238000000429 assembly Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000087 stabilizing effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The utility model belongs to the technical field of buildings, in particular to an underground continuous wall construction supporting device for a building, which comprises a guide wall, a first supporting plate and a second supporting plate, wherein the first supporting plate and the second supporting plate are arranged on the guide wall, a supporting component is further arranged on the first supporting plate, the supporting component comprises a first fixing rod, a first sliding plate, a connecting shaft, a worm, a shell, a worm wheel, a first screw rod and a first sliding rod, the right end surface of the first supporting plate is fixedly connected with four first fixing rods which are symmetrically arranged, the right end surface of the first fixing rod is fixedly connected with the first sliding plate, and the inner side of the first sliding plate is rotationally connected with the connecting shaft; through this supporting component, can support the guide wall when the underground continuous wall construction of different thickness to can save the resource, avoid causing the waste of resource, economy and environmental protection, the cooperation adjusting component can adjust the backup pad and be apart from the height on ground, thereby enlarge application range.
Description
Technical Field
The utility model belongs to the technical field of construction, in particular to a construction supporting device for an underground continuous wall for a building.
Background
When the underground diaphragm wall is constructed in the construction engineering, guide walls are generally required to be constructed along the longitudinal axis of the diaphragm wall to control the construction precision of the underground diaphragm wall, temporary wood supports and cross braces are generally added between the inner wall surfaces of the guide walls every 1-3 m in order to keep the earth surface soil body stable, but the thicknesses of different underground diaphragm walls are different, the guide wall spaces required to be constructed are different, the cross braces are mostly of fixed lengths, and the construction of the underground diaphragm walls with different thicknesses also requires cross braces of different lengths, so that the resource waste is easily caused.
In order to solve the problems, the application provides an underground continuous wall construction supporting device for a building.
Disclosure of Invention
To solve the above background problems in the art. The utility model provides a construction supporting device for an underground diaphragm wall for a building, which has the characteristic of supporting guide walls in the process of constructing the underground diaphragm walls with different thicknesses.
In order to achieve the above purpose, the present utility model provides the following technical solutions: the utility model provides a building underground diaphragm wall construction strutting arrangement, includes the guide wall and installs first backup pad and the second backup pad on the guide wall, still install supporting component in the first backup pad.
The support assembly comprises a first fixed rod, a first sliding plate, a connecting shaft, a worm, a shell, a worm wheel, a first screw rod and a first sliding rod; the right end face fixedly connected with of first backup pad is the symmetry form arranges first dead lever, the right-hand member face fixedly connected with of first dead lever first slide, the inside of first slide rotates and is connected with the connecting axle, the bottom face fixedly connected with of connecting axle the worm, the outside meshing of worm is connected with the worm wheel, the outside of worm wheel rotates and is connected with the casing, the worm with the casing rotates to be connected, the casing runs through first slide, and with first slide fixed connection, the inboard of worm wheel is connected with through the swivel nut first screw rod, first screw rod runs through the worm wheel with the casing, just first screw rod with the casing rotates to be connected, the right-hand member face of first screw rod with second backup pad fixed connection, the inboard sliding connection of first slide has four first slide bars that are the symmetry form and arrange, the right-hand member face of first slide with second backup pad fixed connection.
As the construction supporting device for the underground continuous wall for the building, the utility model is preferable, the supporting component further comprises a limiting block, and the limiting block is fixedly connected with the left end face of the first sliding rod.
As the construction supporting device for the underground continuous wall for the building, the utility model is preferable, the supporting component further comprises hanging rings, and the top end surface of the first sliding plate is fixedly connected with two hanging rings which are symmetrically arranged.
As a preferable construction supporting device for the underground continuous wall for the building, the utility model further comprises an adjusting component, wherein the adjusting component comprises a first fixed plate, a second screw rod, a second fixed plate, a second fixed rod, a second sliding plate, a second sliding rod and a third sliding plate, one side surface of the second supporting plate far away from the first sliding plate is fixedly connected with the first fixed plate, the inner side of the first fixed plate is rotationally connected with the second screw rod through a first bearing, the bottom end of the second screw rod is rotationally connected with the second fixed plate through a second bearing, the second fixed plate is fixedly connected with the second supporting plate, the outside of second screw rod is connected with through the swivel nut the second slide, the inboard sliding connection of second slide has two be the symmetry form and arrange the second dead lever, the second dead lever runs through the second slide, just the upper and lower both ends face of second dead lever respectively with first fixed plate with second fixed plate fixed connection, the lower surface fixedly connected with of second slide two be the second slide bar of symmetry form and arrange, just the second slide bar runs through the second fixed plate, the bottom surface fixedly connected with of second slide bar the third slide, third slide with guide wall sliding connection.
As a preferable construction supporting device for the underground diaphragm wall for the building, the adjusting assembly further comprises a graduated scale, and the graduated scale is arranged on the outer side of the second fixed rod at the position far away from the first sliding plate.
Compared with the prior art, the utility model has the beneficial effects that:
the supporting component is arranged on the device, workers can support the guide wall through the supporting component when the underground continuous walls with different thicknesses are constructed, so that resources can be saved, waste of the resources is avoided, the device is economical and environment-friendly, and the supporting plate can be adjusted to be away from the ground by matching with the adjusting component, so that the application range is enlarged.
Drawings
The accompanying drawings are included to provide a further understanding of the utility model and are incorporated in and constitute a part of this specification, illustrate the utility model and together with the embodiments of the utility model, serve to explain the utility model. In the drawings:
FIG. 1 shows the present utility model is a structural schematic diagram of (a);
FIG. 2 is a schematic diagram of a worm gear in the present utility model;
FIG. 3 is a schematic view of a hanging ring according to the present utility model;
fig. 4 is a schematic structural view of an adjusting assembly in the present utility model.
In the figure:
1. a guide wall; 2. a first support plate; 3. a second support plate;
4. a support assembly; 401. a first fixing rod; 402. a first slide plate; 403. a connecting shaft; 404. a worm; 405. a housing; 406. a worm wheel; 407. a first screw; 408. a first slide bar; 409. a limiting block; 410. hanging rings;
5. an adjustment assembly; 51. a first fixing plate; 52. a second screw; 53. a second fixing plate; 54. a second fixing rod; 55. a second slide plate; 56. a second slide bar; 57. a third slide plate; 58. a graduated scale;
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.
As shown in fig. 1:
an underground diaphragm wall construction supporting device for a building comprises a guide wall 1, and a first supporting plate 2 and a second supporting plate 3 which are arranged on the guide wall 1.
In this embodiment: when the underground diaphragm wall is constructed in the building engineering, in order to keep the earth surface soil stable, the first support plate 2 and the second support plate 3 are used for supporting the guide wall 1, but the thicknesses of different underground diaphragm walls are different, and various transverse struts with different lengths are needed for building different underground diaphragm walls, so that the waste of resources is easily caused.
Further, the method comprises the following steps:
a support assembly 4 is mounted on the first support plate 2.
Still further, the method comprises:
as shown in fig. 1, 2 and 3:
the support assembly 4 comprises a first fixed rod 401, a first sliding plate 402, a connecting shaft 403, a worm 404, a shell 405, a worm wheel 406, a first screw 407 and a first sliding rod 408; the right end face of the first supporting plate 2 is fixedly connected with four first fixing rods 401 which are symmetrically arranged, the right end face of each first fixing rod 401 is fixedly connected with a first sliding plate 402, the inside of each first sliding plate 402 is rotationally connected with a connecting shaft 403, the bottom end face of each connecting shaft 403 is fixedly connected with a worm 404, the outer side of each worm 404 is in meshed connection with a worm wheel 406, the outer side of each worm wheel 406 is rotationally connected with a shell 405, each worm 404 is rotationally connected with the corresponding shell 405, the corresponding shell 405 penetrates through the corresponding first sliding plate 402 and is fixedly connected with the corresponding first sliding plate 402, the inner side of each worm wheel 406 is connected with a first screw 407 through a screw sleeve, the first screw 407 penetrates through the corresponding worm wheel 406 and the corresponding shell 405, the corresponding first screw 407 is rotationally connected with the corresponding shell 405, the right end face of each first screw 407 is fixedly connected with the corresponding second supporting plate 3, the inner side of each first sliding plate 402 is slidingly connected with four first sliding rods 408 which are symmetrically arranged, and the right end face of each first sliding rod 408 is fixedly connected with the corresponding second supporting plate 3.
In this embodiment: the crank on the rotating connecting shaft 403 drives the connecting shaft 403 to rotate, the rotation of the connecting shaft 403 drives the worm 404 to rotate, the rotation of the worm 404 drives the worm wheel 406 to rotate, the worm wheel 406 drives the shell 405 and the first sliding plate 402 to move leftwards on the first screw 407 when rotating on the first screw 407, the first sliding plate 402 slides on the first sliding rod 408 when moving leftwards, the first fixing rod 401 and the first supporting plate 2 are driven to move leftwards when moving leftwards, the guide wall 1 is supported when the first supporting plate 2 and the second supporting plate 3 are all closely attached to the guide wall 1, and when the distance between the guide walls 1 constructed by building underground continuous walls with different thicknesses is different, the distance between the first supporting plate 2 and the second supporting plate 3 can be adjusted by rotating the crank on the connecting shaft 403.
It should be noted that: the crank on the connecting shaft 403 is reversely rotated, so that the support assembly 4 can be taken out from the guide wall 1 when the first support plate 2 and the second support plate 3 are no longer tightly attached to the guide wall 1.
It should be noted that: the first slide bar 408 is slidably coupled to the first slide plate 402 via a through hole provided in the first slide plate 402.
It should be noted that: the worm 404 is rotatably connected to the housing 405 via a third bearing.
Further, the method comprises the steps of;
in an alternative embodiment, the support assembly 4 further includes a limiting block 409, and the left end surface of the first sliding rod 408 is fixedly connected with the limiting block 409.
In this embodiment: the stopper 409 may enable the first slider 402 not to disengage from the first slider bar 408 when the first slider 402 moves to the leftmost end of the first slider bar 408.
Further, the method comprises the steps of;
in an alternative embodiment, the support assembly 4 further includes a hanging ring 410, and two hanging rings 410 arranged symmetrically are fixedly connected to the top end surface of the first sliding plate 402.
In this embodiment: workers can use tools such as a crane to hoist the support assembly 4 through the hanging ring 410 and then put the support assembly 4 between the guide walls 1, so that the support assembly 4 is convenient to install and use.
As shown in fig. 1, 2, 3 and 4:
the underground diaphragm wall construction supporting device for the building further comprises an adjusting component 5, the adjusting component 5 comprises a first fixing plate 51, a second screw rod 52, a second fixing plate 53, a second fixing rod 54, a second sliding plate 55, a second sliding rod 56 and a third sliding plate 57, one side surface of the second supporting plate 3 far away from the first sliding plate 402 is fixedly connected with the first fixing plate 51, the inner side of the first fixing plate 51 is rotationally connected with the second screw rod 52 through a first bearing, the bottom end of the second screw rod 52 is rotationally connected with the second fixing plate 53 through a second bearing, the second fixing plate 53 is fixedly connected with the second supporting plate 3, the outer side of the second screw rod 52 is connected with the second sliding plate 55 through a threaded sleeve, the inner side of the second sliding plate 55 is slidably connected with two symmetrically arranged second fixing rods 54, the second fixing rods 54 penetrate through the second sliding plate 55, the upper end surface and the lower end surface of the second fixing rod 54 are respectively fixedly connected with the first fixing plate 51 and the second fixing plate 53, the lower surface of the second sliding plate 55 is fixedly connected with two symmetrically arranged second sliding rods 56, the bottom end of the second sliding plate 57 is fixedly connected with the second sliding plate 57 through the second sliding plate 1, and the bottom end of the second sliding plate 57 is fixedly connected with the third sliding plate 57.
The implementation is in the example: the crank on the second screw 52 is rotated to drive the second screw 52 to rotate, when the second screw 52 rotates on the first fixing plate 51 and the second fixing plate 53, the second sliding plate 55 is driven to lift, when the second sliding plate 55 lifts, the second sliding plate 54 slides on the second fixing rod 54, the second sliding plate 55 lifts and drives the second sliding rod 56 and the third sliding plate 57 to lift, and the third sliding plate 57 lifts and drives the first supporting plate 2 and the second supporting plate 3 to lift, so that the heights of the first supporting plate 2 and the second supporting plate 3 can be adjusted, the application range is enlarged, and the distance between the first supporting plate 2 and the second supporting plate 3 is adjusted through the supporting component 4.
It should be noted that: also on the first support plate 2 an adjustment assembly 5 is provided which is provided, the two adjusting components 5 are symmetrically arranged, the two adjustment assemblies 5 can be adjusted simultaneously.
It should be noted that: the second fixing rod 54 plays a role in stabilizing, and the second fixing rod 54 can improve stability of the device when the height adjustment is performed.
It should be noted that: since the first support plate 2 and the second support plate 3 are clung to the guide wall 1 to support the guide wall 1, the height is not convenient to adjust, and the support assembly 4 is required to be adjusted to support the guide wall 1 after the height is adjusted.
It should be noted that: the second fixing rod 54 is slidably connected with the second sliding plate 55 through a through hole formed in the second sliding plate 55, and the second sliding rod 56 is slidably connected with the second fixing plate 53 through a through hole formed in the second fixing plate 53.
Further, the method comprises the steps of;
in an alternative embodiment, adjustment assembly 5 further includes a scale 58, scale 58 being provided on the outside of second fixed bar 54 at a location remote from first sled 402.
In this embodiment: the depth of the first support plate 2 and the second support plate 3 can be judged through the graduated scale 58, and meanwhile, as the adjusting assemblies 5 are arranged on the first support plate 2 and the second support plate 3, the heights of the first support plate 2 and the second support plate 3 can be adjusted to be consistent through the observation graduated scale 58, so that the support assemblies 4 are not easy to skew.
Finally, it should be noted that: the foregoing description is only a preferred embodiment of the present utility model, and the present utility model is not limited thereto, but it is to be understood that modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art, although the present utility model has been described in detail with reference to the foregoing embodiments. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present utility model should be included in the protection scope of the present utility model.
Claims (5)
1. The utility model provides a building underground diaphragm wall construction strutting arrangement, includes guide wall (1) and installs first backup pad (2) and second backup pad (3) on guide wall (1), its characterized in that: a supporting component (4) is also arranged on the first supporting plate (2);
the support assembly (4) comprises a first fixed rod (401), a first sliding plate (402), a connecting shaft (403), a worm (404), a shell (405), a worm wheel (406), a first screw (407) and a first sliding rod (408); the right end face of the first supporting plate (2) is fixedly connected with four first fixing rods (401) which are symmetrically arranged, the right end face of the first fixing rod (401) is fixedly connected with a first sliding plate (402), the inside of the first sliding plate (402) is rotationally connected with a connecting shaft (403), the bottom end surface of the connecting shaft (403) is fixedly connected with the worm (404), the outer side of the worm (404) is connected with the worm wheel (406) in a meshed manner, the outer side of the worm wheel (406) is rotationally connected with the shell (405), the worm (404) is rotationally connected with the shell (405), the shell (405) penetrates through the first sliding plate (402), and is fixedly connected with the first sliding plate (402), the inner side of the worm wheel (406) is connected with the first screw rod (407) through a screw sleeve, the first screw rod (407) penetrates through the worm wheel (406) and the shell (405), the first screw rod (407) is rotationally connected with the shell (405), the right end face of the first screw (407) is fixedly connected with the second supporting plate (3), the inner side of the first sliding plate (402) is connected with four first sliding rods (408) which are symmetrically arranged in a sliding way, the right end face of the first sliding rod (408) is fixedly connected with the second supporting plate (3).
2. The construction support device for an underground diaphragm wall for a building according to claim 1, wherein: the support assembly (4) further comprises a limiting block (409), and the left end face of the first sliding rod (408) is fixedly connected with the limiting block (409).
3. The construction support device for an underground diaphragm wall for a building according to claim 1, wherein: the supporting component (4) further comprises hanging rings (410), and the top end surface of the first sliding plate (402) is fixedly connected with two hanging rings (410) which are symmetrically arranged.
4. The construction support device for an underground diaphragm wall for a building according to claim 1, wherein: the adjusting assembly (5) comprises a first fixing plate (51), a second screw (52), a second fixing plate (53), a second fixing rod (54), a second sliding plate (55), a second sliding rod (56) and a third sliding plate (57), wherein the second supporting plate (3) is far away from one side surface of the first sliding plate (402) and fixedly connected with the first fixing plate (51), the inner side of the first fixing plate (51) is rotationally connected with the second screw (52) through a first bearing, the bottom end of the second screw (52) is rotationally connected with the second fixing plate (53) through a second bearing, the second fixing plate (53) is fixedly connected with the second supporting plate (3), the outer side of the second screw (52) is connected with the second sliding plate (55) through a threaded sleeve, the inner side of the second sliding plate (55) is slidingly connected with two second fixing rods (54) which are symmetrically arranged, the second fixing rods (54) penetrate through the second fixing plate (55) and are symmetrically arranged on the upper surface of the second sliding plate (55), the second fixing plate (55) is fixedly connected with the lower fixing plate (55), and the second sliding rod (56) penetrates through the second fixing plate (53), the bottom end surface of the second sliding rod (56) is fixedly connected with the third sliding plate (57), and the third sliding plate (57) is in sliding connection with the guide wall (1).
5. The construction support device for an underground diaphragm wall for a building according to claim 4, wherein: the adjusting assembly (5) further comprises a graduated scale (58), and the graduated scale (58) is arranged on the outer side of the second fixed rod (54) which is far away from the first sliding plate (402).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223231573.4U CN220266628U (en) | 2022-12-04 | 2022-12-04 | Underground continuous wall construction strutting arrangement for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223231573.4U CN220266628U (en) | 2022-12-04 | 2022-12-04 | Underground continuous wall construction strutting arrangement for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220266628U true CN220266628U (en) | 2023-12-29 |
Family
ID=89313795
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223231573.4U Active CN220266628U (en) | 2022-12-04 | 2022-12-04 | Underground continuous wall construction strutting arrangement for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220266628U (en) |
-
2022
- 2022-12-04 CN CN202223231573.4U patent/CN220266628U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN113266159B (en) | Prefabricated post installation device that installation accuracy is high | |
| CN220266628U (en) | Underground continuous wall construction strutting arrangement for building | |
| CN111750843A (en) | Measuring device for municipal engineering and using method thereof | |
| CN212300359U (en) | Measuring device that municipal works were used | |
| CN112196469B (en) | Pile expanding equipment for bridge pile foundation | |
| CN219196719U (en) | Cantilever support template for water inlet tower construction | |
| CN219490946U (en) | Quick positioner of bored concrete pile steel reinforcement cage | |
| CN216151631U (en) | Big gear wheel positioning tool | |
| CN214940287U (en) | Detachable water conservancy construction cofferdam | |
| CN210888089U (en) | Distributing rod for concrete construction | |
| CN220059455U (en) | Multidirectional terrazzo drill convenient to adjust | |
| CN221001026U (en) | Collapse-preventing supporting device | |
| CN219809735U (en) | Building level measurement equipment | |
| CN215926714U (en) | Fixing support for building engineering template | |
| CN218438433U (en) | Building structure reinforcing apparatus | |
| CN219641262U (en) | Geotechnical engineering reconnaissance sampling device | |
| CN214696440U (en) | Steel frame crossbeam for steel structure factory building | |
| CN219343210U (en) | Multifunctional installation device for pile foundation reinforcement cage | |
| CN220395223U (en) | Leveling device for cast-in-situ box girder concrete construction | |
| CN203715128U (en) | Stable tower crane | |
| CN220078427U (en) | Supporting frame for supporting leg of automobile crane | |
| CN215596561U (en) | Adjustable prefabricated back wall for pipe jacking construction | |
| CN220363363U (en) | Precast beam transportation frame | |
| CN216341170U (en) | Building structure's reinforcement connecting device | |
| CN218027458U (en) | Hydraulic engineering construction is with supporting safety arrangement |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |