CN220247615U - Vertical component structure of concrete - Google Patents
Vertical component structure of concrete Download PDFInfo
- Publication number
- CN220247615U CN220247615U CN202321537820.5U CN202321537820U CN220247615U CN 220247615 U CN220247615 U CN 220247615U CN 202321537820 U CN202321537820 U CN 202321537820U CN 220247615 U CN220247615 U CN 220247615U
- Authority
- CN
- China
- Prior art keywords
- concrete
- angle steel
- floor
- control lines
- base layer
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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.)
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 35
- 239000010959 steel Substances 0.000 claims abstract description 35
- 238000009415 formwork Methods 0.000 claims abstract description 4
- 229910000838 Al alloy Inorganic materials 0.000 claims description 3
- 239000002985 plastic film Substances 0.000 claims description 3
- 239000002002 slurry Substances 0.000 abstract description 8
- 239000004033 plastic Substances 0.000 abstract description 4
- 238000009413 insulation Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 4
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007847 structural defect Effects 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a concrete vertical member structure which is arranged on the surface of a floor base layer and comprises two clamping units and two control lines, wherein the two control lines are arranged on the floor base layer, the two clamping units are arranged on the floor base layer and are positioned in the two control lines, the two clamping units are parallel to each other and have a certain interval, supporting blocks are arranged in the interval between the two clamping units, and templates are vertically arranged in the interval between the supporting blocks and the two clamping units. The utility model relates to a concrete vertical member structure, wherein a through-length rubber-plastic heat-insulation sheet is additionally arranged at an upper opening of a concrete floor contacted with angle steel to balance the flatness of the floor, so that the tightness between the angle steel and the floor is improved, and slurry leakage is prevented during pouring; the angle steel is fixed by the long nails, so that slurry leakage and root rot deformation are avoided during wall and column concrete vibration, and the phenomenon of no offset during wall column formwork positioning is ensured.
Description
Technical Field
The utility model relates to the field of concrete members, in particular to a concrete vertical member structure.
Background
The leakage of the root of the vertical concrete member is always a difficult point, and the phenomenon of no leakage of the vertical structure cannot be guaranteed generally by using the prior art. The slurry leakage causes structural defects such as pitting surface, honeycomb, even rib leakage and the like of the vertical structure. This situation is particularly prominent in construction sites with a tight construction period, heavy tasks and high quality requirements, and seriously affects the safety performance of the member and the look and feel of the building, so that a vertical member structure capable of preventing slurry leakage during grouting is required.
Disclosure of Invention
The utility model aims to overcome the defects of the prior art and provide a concrete vertical member structure.
In order to solve the technical problems, the utility model provides the following technical scheme:
the utility model discloses a concrete vertical member structure which is arranged on the surface of a floor base layer and comprises two clamping units and two control lines, wherein the two control lines are arranged on the floor base layer, the two clamping units are arranged on the floor base layer and are positioned in the two control lines, the two clamping units are parallel to each other and have a certain interval, supporting blocks are arranged in the interval between the two clamping units, and templates are vertically arranged in the interval between the supporting blocks and the two clamping units.
As a preferable technical scheme of the utility model, the clamping unit comprises angle steels, a base plate and a plurality of spikes, wherein the base plate is arranged on the surface of a floor base layer, is positioned in two control lines and is parallel to the control lines, the angle steels are arranged at the top ends of the base plate and are parallel to the base plate, and the spikes are arranged on the angle steels at intervals and are fixedly connected with the floor base layer.
As a preferable technical scheme of the utility model, the distance between one side of the angle steel facing outwards and one control line which is adjacent to the angle steel is 10cm-30cm.
As a preferable technical scheme of the utility model, the backing plate is a plastic sheet or a rubber pad, and the width of the backing plate is 3cm-6cm.
As a preferable technical scheme of the utility model, the length of the long nails is 2cm-5cm, and the distance between every two long nails on the angle steel is 50cm-70cm.
As a preferable technical scheme of the utility model, the supporting block is a concrete block, and the template is made of wood or aluminum alloy.
Compared with the prior art, the utility model has the following beneficial effects:
the upper opening of the concrete floor contacted by the angle steel is additionally provided with a long rubber and plastic heat-insulating sheet to balance the flatness of the floor, so that the tightness between the angle steel and the floor is improved, and slurry leakage is prevented during pouring; the angle steel is fixed by the long nails, so that slurry leakage and root rot deformation are avoided during wall and column concrete vibration, and the phenomenon of no offset during wall column formwork positioning is ensured.
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 is a schematic view of the overall structure of the present utility model;
FIG. 2 is a side view of the present utility model;
FIG. 3 is a top view of the present utility model;
in the figure: 1. a gear clamping unit; 11. angle steel; 12. a backing plate; 13. a spike; 2. a control line; 3. a support block; 4. and (5) a template.
Detailed Description
The preferred embodiments of the present utility model will be described below with reference to the accompanying drawings, it being understood that the preferred embodiments described herein are for illustration and explanation of the present utility model only, and are not intended to limit the present utility model.
Wherein like reference numerals refer to like elements throughout.
As shown in fig. 1-3, the utility model provides a concrete vertical member structure, which is arranged on the surface of a floor base layer, and comprises two clamping units 1 and two control lines 2, wherein the two control lines 2 are arranged on the floor base layer, the two clamping units 1 are arranged on the floor base layer and are positioned in the two control lines 2, the two clamping units are parallel to each other and have a certain interval, a supporting block 3 is arranged in the interval between the two clamping units 1, and a template 4 is vertically arranged in the interval between the supporting block 3 and the two clamping units 1.
Further, the clamping unit 1 comprises angle steel 11, a base plate 12 and a plurality of spikes 13, wherein the base plate 12 is arranged on the surface of a floor base layer, is positioned in the two control lines 2 and is parallel to the control lines 2, the angle steel 11 is arranged at the top end of the base plate 12 and is parallel to the base plate 12, and the spikes 13 are arranged on the angle steel 11 at intervals and are fixedly connected with the floor base layer.
Further, the distance between the outward side of the angle steel 11 and the adjacent control line 2 is 10cm-30cm.
Further, the pad 12 is a plastic sheet or rubber pad, and has a width of 3cm to 6cm.
Further, the length of the spikes 13 is 2cm-5cm, and the distance between every two spikes 13 on the angle steel 11 is 50cm-70cm.
Further, the supporting block 3 is a concrete block, and the template 4 is made of wood or aluminum alloy.
In a specific embodiment, before the structure is used, a floor base layer is cleaned, two control lines 2 are drawn on an area to be constructed of the floor base layer, the two control lines 2 are parallel, and the space between the two control lines is set according to construction requirements;
two backing plates 12 with proper sizes are paved on a floor base layer and positioned between two control lines 2, a certain interval is arranged between the two backing plates 12 according to construction requirements, and the backing plates 12 are plastic thin plates or rubber pads which can fill up uneven places of the floor base layer;
next, a proper number of through holes are drilled on the angle steel 11 so as to facilitate the use of the spikes 13, the angle steel 11 is placed on the top end of the corresponding backing plate 12, the inward side of the angle steel 11 is flush with the inward side of the corresponding backing plate 12, in the embodiment, two through holes at two ends of the angle steel 11 are respectively 6cm away from the end of the angle steel 11, the middle distance between each through hole is 60cm, the length of the spikes 13 is 2.5cm, the spikes 13 are positioned in the corresponding through holes, and the angle steel 11 and the backing plate 12 are fixed on the surface of the floor base;
after the fixing of the angle steel 11 and the backing plate 12 is completed, the supporting block 3 of concrete is placed between the two angle steel 11, so that when the die assembly is reinforced, the root of the lower end is stressed reasonably, the angle steel 11 is prevented from deviating to the reinforced parts of the shear wall and the frame column, the exposed ribs are prevented, the structural section size is ensured, when the die assembly is completed, the contact surface in the lower end of the die plate 4 is directly adhered to the gap between the angle steel 11 and the supporting block 3 and reinforced, the die plate 4 is finally fixed by using the existing fixing structure, and the grouting operation is performed after the fixing is completed.
The utility model relates to a concrete vertical member structure, wherein a through-length rubber-plastic heat-insulation sheet is additionally arranged at an upper opening of a concrete floor contacted with angle steel to balance the flatness of the floor, so that the tightness between the angle steel and the floor is improved, and slurry leakage is prevented during pouring; the angle steel is fixed by the long nails, so that slurry leakage and root rot deformation are avoided during wall and column concrete vibration, and the phenomenon of no offset during wall column formwork positioning is ensured.
Finally, it should be noted that: the above 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 the present utility model is described in detail with reference to the foregoing embodiments, and modifications and equivalents of some of the technical features described in the foregoing embodiments may be made by those skilled in the art. 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 (6)
1. The utility model provides a vertical component structure of concrete, sets up on floor basic unit surface, its characterized in that includes two clamp shelves unit (1) and two control line (2), two control line (2) set up on the floor basic unit, two clamp shelves unit (1) set up on the floor basic unit to lie in two within control line (2), and be parallel to each other and have certain interval between the two be provided with supporting shoe (3) in the interval between clamp shelves unit (1), the supporting shoe (3) is with vertical template (4) that are equipped with in the clearance between two clamp shelves unit (1).
2. The concrete vertical member structure according to claim 1, wherein the retainer unit (1) comprises angle steel (11), a base plate (12) and a plurality of spikes (13), the base plate (12) is arranged on the surface of a floor base layer, is positioned in two control lines (2) and is parallel to the control lines (2), the angle steel (11) is arranged at the top end of the base plate (12) and is parallel to the base plate (12), and the spikes (13) are arranged on the angle steel (11) at intervals and are fixedly connected with the floor base layer.
3. A concrete vertical structure according to claim 2, characterized in that the angle (11) is located at a distance of 10cm-30cm from the outer facing side of one of the control lines (2) adjacent thereto.
4. A concrete vertical element structure according to claim 3, characterized in that the backing plate (12) is a plastic sheet or rubber mat and has a width of 3cm-6cm.
5. A concrete vertical structure according to claim 3, characterized in that the length of the spikes (13) is 2cm-5cm and the distance between every two spikes (13) on the angle steel (11) is 50cm-70cm.
6. A concrete vertical element structure according to any one of claims 1-5, characterized in that the supporting blocks (3) are concrete blocks and the formwork (4) is wooden or aluminium alloy.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321537820.5U CN220247615U (en) | 2023-06-16 | 2023-06-16 | Vertical component structure of concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202321537820.5U CN220247615U (en) | 2023-06-16 | 2023-06-16 | Vertical component structure of concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220247615U true CN220247615U (en) | 2023-12-26 |
Family
ID=89268347
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202321537820.5U Active CN220247615U (en) | 2023-06-16 | 2023-06-16 | Vertical component structure of concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220247615U (en) |
-
2023
- 2023-06-16 CN CN202321537820.5U patent/CN220247615U/en active Active
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