CN220285343U - Floor thickness controller - Google Patents
Floor thickness controller Download PDFInfo
- Publication number
- CN220285343U CN220285343U CN202321924511.3U CN202321924511U CN220285343U CN 220285343 U CN220285343 U CN 220285343U CN 202321924511 U CN202321924511 U CN 202321924511U CN 220285343 U CN220285343 U CN 220285343U
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- support piece
- elevation platform
- base
- vertical support
- cast
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- 238000011065 in-situ storage Methods 0.000 claims abstract description 41
- 238000010276 construction Methods 0.000 abstract description 9
- 230000000694 effects Effects 0.000 abstract description 5
- 238000000034 method Methods 0.000 description 5
- 239000004567 concrete Substances 0.000 description 4
- 238000009415 formwork Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011178 precast concrete Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000005491 wire drawing Methods 0.000 description 1
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Abstract
The utility model is applicable to the technical field of floor construction tools, and provides a floor thickness controller which comprises a base, a precast slab elevation platform, a cast-in-situ slab elevation platform, a vertical support piece and an inclined support piece, wherein the precast slab elevation platform is arranged on the base; the lower extreme of vertical support piece is connected with the upper end of base, the middle part of vertical support piece is connected with prefabricated plate elevation platform, the upper end of vertical support piece is connected with cast-in-situ plate elevation platform, base, prefabricated plate elevation platform and cast-in-situ plate elevation platform are parallel to each other, vertical support piece is perpendicular with the base, diagonal support piece includes first support piece and second support piece, first support piece is located one side of vertical support piece to be connected with base and vertical support piece respectively, second support piece is located the opposite side of vertical support piece, and be connected with base, vertical support piece, prefabricated plate elevation platform and cast-in-situ plate elevation platform, the length of base is greater than the length of vertical support piece. The floor thickness control measure of the utility model has inconvenient operation and good plate thickness control effect.
Description
Technical Field
The utility model belongs to the technical field of floor construction tools, and particularly relates to a floor thickness controller.
Background
With the high-speed development of the construction industry, the standard of construction quality is higher and higher, the requirement on quality control equipment is higher and higher, and the floor thickness controller belongs to one of the requirements. In the construction industry, the control of the thickness of a floor slab formed by stacking precast slabs and cast-in-situ slabs has been a very important quality key point. The existing floor thickness control method generally adopts elevation control, corresponding elevations are marked on adjacent column steel bars, and the floor thickness is controlled through wire drawing and guiding measurement.
Disclosure of Invention
The embodiment of the utility model aims to provide a floor thickness controller, which aims to solve the problems of inconvenient operation and poor plate thickness control effect of floor thickness control measures in the prior art.
In order to achieve the above purpose, the embodiment of the utility model adopts the following technical scheme:
a floor thickness controller comprises a base, a precast slab elevation platform, a cast-in-situ slab elevation platform, a vertical support piece and an inclined support piece;
the lower end of the vertical support piece is connected with the upper end of the base into a whole, the middle part of the vertical support piece is connected with the precast slab elevation platform into a whole, the upper end of the vertical support piece is connected with the cast-in-situ slab elevation platform into a whole, the base, the precast slab elevation platform and the cast-in-situ slab elevation platform are arranged in parallel, and the vertical support piece is vertically arranged with the base;
the inclined support piece comprises a first support piece and a second support piece, the first support piece is positioned on one side of the vertical support piece and is connected with the base and the vertical support piece into a whole respectively, and the second support piece is positioned on the opposite side of the vertical support piece and is connected with the base, the vertical support piece, the precast slab elevation platform and the cast-in-situ slab elevation platform into a whole;
the first supporting piece and the second supporting piece extend along the height direction of the vertical supporting piece, and the second supporting piece penetrates through the precast slab elevation platform and is connected to the bottom end of the cast-in-situ slab elevation platform;
the length of base is greater than the length of vertical support piece, the base includes interconnect first connecting portion and second connecting portion as an organic whole, the horizontal length of first connecting portion is greater than the horizontal length of second connecting portion, vertical support piece's lower extreme connect in junction between first connecting portion and the second connecting portion, first support piece with first connecting portion are connected, second support piece with second connecting portion are connected.
Further, the cast-in-situ slab elevation platform is disc-shaped.
Further, the prefabricated plate elevation platform is coated on the periphery of the vertical support piece.
Further, one end of the prefabricated plate elevation platform connected with the second supporting piece is a tip, and the other end of the prefabricated plate elevation platform far away from the tip is an arc-shaped end.
Further, the base is in an annular runway shape.
Further, the first connecting part is provided with a horizontal supporting piece, and the first supporting piece is connected with the horizontal supporting piece.
Further, the horizontal length of the first connection portion is greater than 2 times the horizontal length of the second connection portion.
Further, the middle part of the base is provided with a hollowed-out part.
Compared with the prior art, the embodiment of the utility model has the beneficial effects that:
the length of the base is set to be larger than that of the vertical supporting piece, the lower end of the vertical supporting piece is connected to the joint between the first connecting part and the second connecting part of the base, the precast slab elevation platform is connected to the middle part of the vertical supporting piece, and the precast slab elevation platform is connected to the top end of the vertical supporting piece, so that the floor slab thickness controller is placed on the horizontal formwork in the floor slab manufacturing and construction process, the base has an anti-falling function, the precast slab thickness is controlled through the precast slab elevation platform, elevation is carried out on the surface of the precast slab, the cast-in-situ slab thickness is controlled through the cast-in-situ slab elevation platform above the precast slab elevation platform, and elevation is carried out on the surface of the cast-in-situ slab, thereby achieving the effect of controlling the integral forming thickness of the floor slab. And moreover, the diagonal support piece can be utilized to form a support rib for the base and the vertical support piece, so that the integral bearing strength of the floor thickness controller is ensured.
Drawings
Fig. 1 is a schematic perspective view of a floor thickness controller according to an embodiment of the present utility model;
FIG. 2 is a schematic side elevational view of the floor thickness controller of FIG. 1;
the reference numerals in the drawings are as follows:
1. a base; 11. a first connection portion; 110. a horizontal support; 12. a second connecting portion; 2. a precast slab elevation platform; 21. a tip; 22. an arc end; 3. a cast-in-situ slab elevation platform; 4. a vertical support; 5. an inclined support member; 51. a first support; 52. and a second support.
Detailed Description
The present utility model will be described in further detail with reference to the drawings and examples, in order to make the objects, technical solutions and advantages of the present utility model more apparent. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the utility model.
As shown in fig. 1 and 2, the embodiment of the utility model provides a floor thickness controller, which comprises a base 1, a precast slab elevation platform 2, a cast-in-situ slab elevation platform 3, a vertical support 4 and an inclined support 5. The lower end of the vertical support 4 is connected with the upper end of the base 1 into a whole, the middle part of the vertical support 4 is connected with the precast slab elevation platform 2 into a whole, the upper end of the vertical support 4 is connected with the cast-in-situ slab elevation platform 3 into a whole, the base 1, the precast slab elevation platform 2 and the cast-in-situ slab elevation platform 3 are arranged in parallel, and the vertical support 4 is arranged perpendicular to the base 1. In the construction process of concrete pouring laminated slab (the laminated slab is an assembled integral floor slab formed by laminating precast slabs and cast-in-situ reinforced concrete layers), when the precast slabs and the cast-in-situ slabs are laminated into the floor slab, the thickness of the precast slabs is controlled through a precast slab elevation platform 2, and the elevation is carried out on the surfaces of the precast slabs; and the thickness of the cast-in-situ slab is controlled by the cast-in-situ slab elevation platform 3, and the elevation is carried out on the surface of the cast-in-situ slab.
In the above embodiment, the diagonal support 5 includes the first support 51 and the second support 52, the first support 51 is located at one side of the vertical support 4 and is connected with the base 1 and the vertical support 4 as a whole, the second support 52 is located at the opposite side of the vertical support 4 and is connected with the base 1, the vertical support 4, the precast slab elevation platform 2 and the cast-in-situ slab elevation platform 3 as a whole, and the diagonal support 5 can form a support rib for the base 1 and the vertical support 4, so that the overall bearing strength of the floor thickness controller is ensured, and the overall stability of the floor thickness controller is improved.
Specifically, the first supporting piece 51 and the second supporting piece 52 extend along the height direction of the vertical supporting piece 4, the first supporting piece 51 is triangular, the second supporting piece 52 is right trapezoid, the second supporting piece 52 penetrates through the precast slab elevation platform 2 and is connected to the bottom end of the cast-in-situ slab elevation platform 3, the cast-in-situ slab elevation platform 3 is disc-shaped, and the precast slab elevation platform 2 is coated on the periphery of the vertical supporting piece 4.
In the above embodiment, the length of the base 1 is greater than the length of the vertical support 4, specifically, the base 1 includes the first connection portion 11 and the second connection portion 12 integrally connected to each other, and the horizontal length of the first connection portion 11 is greater than the horizontal length of the second connection portion 12, specifically, the horizontal length of the first connection portion 11 is greater than 2 times the horizontal length of the second connection portion 12. The lower extreme of vertical support 4 is connected in the junction between first connecting portion 11 and the second connecting portion 12 for base 1 can play the fall prevention function, can stably support vertical support 4. The first supporting member 51 is connected to the first connecting portion 11, specifically, the first connecting portion 11 has a horizontal supporting member 110 thereon, and the first supporting member 51 is connected to the horizontal supporting member 110. The second supporting piece 52 is connected with the second connecting part 12, so that the supporting stability of the vertical supporting piece 4 can be further improved by utilizing the first supporting piece 51 and the second supporting piece 52, and the integral strength of the floor thickness controller is ensured.
In the above embodiment, the end of the prefabricated slab elevation platform 2 connected with the second supporting member 52 is the pointed end 21, the other end of the prefabricated slab elevation platform 2 far away from the pointed end 21 is the arc-shaped end 22, and the prefabricated slab elevation platform 2 not only plays the role of elevation, but also plays the role of a water stop, so that the later leakage risk is avoided.
In the above embodiment, the base 1 is in an annular runway shape, the peripheral outline area of the base 1 is larger than the sum of the outer outline areas of the precast slab elevation platform 2 and the cast-in-situ slab elevation platform 3, the thickness of the base 1 is equal to the thickness of the precast slab elevation platform 2 and the thickness of the cast-in-situ slab elevation platform 3, and the base 1 can stably support the precast slab elevation platform 2 and the cast-in-situ slab elevation platform 3 through the vertical support 4 by increasing the peripheral outline area of the base 1.
In the above embodiment, the middle part of the base 1 has a hollow part, so that when the precast slab concrete is poured, slurry can be filled into the hollow part, and the bottom surface of the precast slab is ensured to be flat.
In summary, according to the floor controller provided by the utility model, the length of the base 1 is set to be greater than the length of the vertical support 4, and the lower end of the vertical support 4 is connected to the connection part between the first connection part 11 and the second connection part 12 of the base 1, so that the base 1 can play a good role in preventing falling; connecting the precast slab elevation platform 2 to the middle part of the vertical support 4, connecting the precast slab elevation platform 2 to the top end of the vertical support 4, so that the base 1 of the floor slab thickness controller is placed on a horizontal formwork in the floor slab manufacturing construction process, the base 1 has an anti-fall function, concrete is poured on the horizontal formwork to form a precast slab (precast concrete layer), the accuracy of the precast slab thickness can be controlled through the precast slab elevation platform 2, elevation is carried out on the surface formed by the precast slab, and the upper surface of the precast slab is flush with the upper surface of the precast slab elevation platform 2; the cast-in-situ slab elevation platform 3 above the precast slab elevation platform 2 can control the accuracy of the thickness of a cast-in-situ slab (cast-in-situ concrete layer), elevation is carried out on the formed surface of the cast-in-situ slab, so that the upper surface of the cast-in-situ slab is level with the upper surface of the cast-in-situ slab elevation platform 3, the effect of controlling the integral formed thickness of the floor is achieved, the floor thickness control measure is convenient to operate, the floor thickness control effect is good, operators can intuitively and accurately master the floor thickness control condition, meanwhile, the inspection of the deviation of the thickness of the floor slab is also greatly facilitated in the construction process, and the cast-in-situ slab is suitable for assembled public buildings and residential engineering adopting superimposed sheets.
The foregoing description of the preferred embodiments of the utility model is not intended to be limiting, but rather is intended to cover all modifications, equivalents, and alternatives falling within the spirit and principles of the utility model.
Claims (8)
1. The floor thickness controller is characterized by comprising a base, a precast slab elevation platform, a cast-in-situ slab elevation platform, a vertical support piece and an inclined support piece;
the lower end of the vertical support piece is connected with the upper end of the base into a whole, the middle part of the vertical support piece is connected with the precast slab elevation platform into a whole, the upper end of the vertical support piece is connected with the cast-in-situ slab elevation platform into a whole, the base, the precast slab elevation platform and the cast-in-situ slab elevation platform are arranged in parallel, and the vertical support piece is vertically arranged with the base;
the inclined support piece comprises a first support piece and a second support piece, the first support piece is positioned on one side of the vertical support piece and is connected with the base and the vertical support piece into a whole respectively, and the second support piece is positioned on the opposite side of the vertical support piece and is connected with the base, the vertical support piece, the precast slab elevation platform and the cast-in-situ slab elevation platform into a whole;
the first supporting piece and the second supporting piece extend along the height direction of the vertical supporting piece, and the second supporting piece penetrates through the precast slab elevation platform and is connected to the bottom end of the cast-in-situ slab elevation platform;
the length of base is greater than the length of vertical support piece, the base includes interconnect first connecting portion and second connecting portion as an organic whole, the horizontal length of first connecting portion is greater than the horizontal length of second connecting portion, vertical support piece's lower extreme connect in junction between first connecting portion and the second connecting portion, first support piece with first connecting portion are connected, second support piece with second connecting portion are connected.
2. The floor thickness controller according to claim 1, wherein the cast-in-place slab elevation platform is disc-shaped.
3. The floor thickness controller according to claim 2, wherein the precast slab elevation platform is wrapped around the periphery of the vertical support.
4. A floor thickness controller according to claim 3, wherein the end of the prefabricated panel elevation platform connected to the second support member is pointed, and the other end of the prefabricated panel elevation platform remote from the pointed end is curved.
5. A floor thickness controller according to claim 4, wherein the base is in the form of an annular race track.
6. The floor thickness controller according to claim 5, wherein the first connection portion has a horizontal support thereon, the first support being connected to the horizontal support.
7. The floor thickness controller according to claim 6, wherein a horizontal length of the first connection portion is greater than 2 times a horizontal length of the second connection portion.
8. A floor thickness controller according to claim 1, wherein the base has a hollowed-out portion in the middle.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321924511.3U CN220285343U (en) | 2023-07-20 | 2023-07-20 | Floor thickness controller |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321924511.3U CN220285343U (en) | 2023-07-20 | 2023-07-20 | Floor thickness controller |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220285343U true CN220285343U (en) | 2024-01-02 |
Family
ID=89333085
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321924511.3U Active CN220285343U (en) | 2023-07-20 | 2023-07-20 | Floor thickness controller |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220285343U (en) |
-
2023
- 2023-07-20 CN CN202321924511.3U patent/CN220285343U/en active Active
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