CN217824194U - Light combined calandria fixing structure - Google Patents
Light combined calandria fixing structure Download PDFInfo
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- CN217824194U CN217824194U CN202221737641.1U CN202221737641U CN217824194U CN 217824194 U CN217824194 U CN 217824194U CN 202221737641 U CN202221737641 U CN 202221737641U CN 217824194 U CN217824194 U CN 217824194U
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- calandria
- fixing structure
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Abstract
The utility model relates to a municipal works construction field especially relates to a light combination calandria fixed knot constructs. The fixing structure is provided with a plurality of pipes along the extending direction of the pipes, the fixing structure comprises a concrete base, a floor embedded perpendicular to the pipes is embedded and fixed in the concrete base, a plurality of pillars extending vertically upwards are fixedly arranged on the floor embedded, the pillars are arranged at intervals, and the pipes are clamped in gaps between every two adjacent pillars; a supporting beam which is horizontally arranged is fixed on the supporting column, the calandria is pressed on the supporting beam, the supporting beam is vertically provided with a plurality of layers at intervals, and the number of layers of the supporting beam corresponds to the number of layers of the calandria one by one; the top of the pillar is provided with a top beam which is pressed on the upper edge of the calandria to avoid the calandria from floating upwards.
Description
Technical Field
The utility model relates to a municipal works construction field especially relates to a light combination calandria fixed knot constructs.
Background
In the municipal road engineering construction, other facilities such as combined calandria, rainwater openings and nursery stocks are often planned in narrow road green belts, the combined calandria usually adopts light and cheap plastic pipes or steel pipes as line carriers, and then the combined calandria is encapsulated with concrete, but meanwhile, due to the light weight of pipelines and the large number of calandria, the combined calandria rises and moves left and right under the action of buoyancy in the concrete pouring process, and the thickness of a concrete protective layer is insufficient due to the change of the pipeline distance. The combined calandria can occupy the positions of other facilities after the spatial position changes, so that other facilities cannot be constructed, the thickness of the concrete protective layer of the pipeline is insufficient, serious potential quality hazards can be caused, and the later maintenance and repair cost is increased potentially. At present, the pipe pillow is arranged on the combined calandria in construction, but the quality requirement of production cannot be met.
SUMMERY OF THE UTILITY MODEL
The utility model relates to a light combination calandria fixed knot constructs.
The technical problem to be solved is that: the original calandria is fixed in the concrete pouring process, and the calandria floats upwards or moves left and right due to the impact of buoyancy and concrete.
In order to solve the technical problem, the utility model discloses light combination calandria fixed knot constructs adopts following scheme.
A plurality of fixing structures are arranged along the extension direction of a pipe, each fixing structure comprises a concrete base, a buried floor perpendicular to the pipe is buried and fixed in the concrete base, a plurality of vertically and upwardly extending pillars are fixedly arranged on the buried floor, the pillars are arranged at intervals, and the pipe is clamped in a gap between every two adjacent pillars; a support beam is fixed on the pillar and horizontally arranged, the calandria is pressed on the support beam, the support beam is vertically provided with a plurality of layers at intervals, and the number of the support beam corresponds to the number of the calandria one by one; the top of the pillar is provided with a top beam which is pressed on the upper edge of the calandria to avoid the calandria from floating upwards.
Preferably, the support beam and the top beam are detachably fixed to the pillars by bolts.
Preferably, the height of the supporting beam is adjustable; a plurality of bolt holes are formed in the supporting column at intervals along the supporting column, and bolts can be inserted into the bolt holes to fix the supporting beam.
Preferably, the top of the support beam is provided with a circular arc-shaped recess, and the discharge pipe is positioned at the bottom of the recess of the support beam.
Preferably, the supporting beam is provided with a flexible rubber pad at the concave part.
Preferably, the bottom of the support beam presses on top of the row of tubes below.
Preferably, the support beam and the top beam are provided with stabilizing plates for stabilizing the pipe arrangement, and the stabilizing plates are arranged right above the pipe arrangement; the bottom of the stabilizing plate is arc-shaped and is attached to the calandria.
Preferably, the vertical posts are in contact with the left and right sides of the gauntlet tube.
The utility model discloses light combination calandria fixed knot constructs compares with prior art, has following beneficial effect:
the utility model discloses at first set up the concrete base of steadiness, then to burying the fixed concrete that sets up of floor, then fixed a plurality of stands that upwards extend on burying the floor, then install horizontally a supporting beam on the stand. Wherein the columns are horizontally spaced along the support beam.
The upright posts and the supporting beams are enclosed into a grid shape, the center of the grid is provided with the calandria, the upper part and the lower part of the calandria are restrained by the supporting beams, and the uppermost layer of the calandria is restrained by the upper top beam. The left and right sides of the calandria are restrained by the upright posts. Thereby fixing the gauntlet.
The rack pipe can be supported and fixed by a plurality of fixing structures arranged along the rack pipe. The displacement of the pipe is avoided when the concrete is poured.
Drawings
Fig. 1 is a schematic structural view of the fixing structure of the lightweight combined calandria of the present invention.
Description of reference numerals: 1-concrete base, 2-buried floor, 3-upright post, 3 a-bolt hole, 4-support beam, 5-top beam, 6-stabilizing plate and 7-row pipe.
Detailed Description
The following detailed description of the embodiments of the present invention will be made with reference to the accompanying drawings. It should be understood that the description herein is provided for illustration and explanation of the invention and is not intended to limit the invention.
In the present invention, unless otherwise stated, the use of directional terms such as "upper, lower, left, and right" generally means upper, lower, left, and right as illustrated with reference to fig. 1; "inner and outer" refer to the inner and outer relative to the profile of the components themselves. The present invention will be described in detail with reference to the accompanying drawings in conjunction with embodiments.
In order to solve the problem that the prior calandria 7 is fixed in the pouring concrete, the calandria 7 floats upwards or moves left and right due to the impact of buoyancy and the concrete,
a plurality of fixing structures for a light combined calandria are arranged along the extension direction of a calandria 7, each fixing structure comprises a concrete base 1, a buried plate 2 perpendicular to the calandria 7 is buried and fixed in the concrete base 1, a plurality of vertically and upwardly extending pillars are fixedly arranged on the buried plate 2, the pillars are arranged at intervals, and the calandria 7 is clamped in a gap between every two adjacent pillars; a supporting beam 4 which is horizontally arranged is fixed on the supporting column, the calandria 7 is pressed on the supporting beam 4, the supporting beam 4 is vertically provided with a plurality of layers at intervals, and the number of the layers of the supporting beam 4 corresponds to the number of the layers of the calandria 7 one by one; the top of the support is provided with a top beam 5, and the top beam 5 is pressed on the upper edge of the discharge pipe 7 to prevent the discharge pipe 7 from floating upwards.
The concrete base 1 is formed by filling concrete into the groove provided with the discharge pipes 7 in advance, and the concrete needs to be poured subsequently, so that the concrete base 1 does not need high precision. Only the comb 7 needs to be stable. The buried floor 2 is in a strip shape, is horizontally arranged and is vertical to the axis of the calandria 7. The buried floor 2 may be a metal bar. The pillars are formed of steel sections such as square steel pipes or angle steel, and are arranged at intervals, and the pitch of the pillars is determined according to the diameter of the rack pipe 7 to be buried. To avoid the gauntlet 7 moving left and right, the preferred gauntlet 7 is sandwiched between two adjacent pillars.
The supporting beam 4 and the top beam 5 are metal rods, and during construction, the supporting beam 4 is firstly arranged, then the calandria 7 is arranged on one layer, then the supporting beam 4 is arranged on one layer to compress the calandria 7 which is just constructed, and then the calandria 7 on the next layer is constructed. Finally, the top of the steel tube is provided with a top beam 5 to press the uppermost discharge tube 7.
As shown in fig. 1. The support beam 4 and the top beam 5 are detachably fixed on the support column through bolts. The height of the supporting beam 4 can be adjusted; the support post is provided with a plurality of bolt holes 3a at intervals along the support post for inserting bolts for fixing the support beam 4. The height of the support beam 4 is adjusted according to the position of the gauntlet 7 and the diameter of the gauntlet 7.
The top of the support beam 4 is provided with a circular arc-shaped recess, and the discharge pipe 7 is positioned at the bottom of the recess of the support beam 4. And a flexible rubber pad is arranged at the concave part of the supporting beam 4. Avoiding damage to the gauntlet 7.
The bottom of the support beam 4 presses on top of the lower row of tubes 7. The support beam 4 and the top beam 5 are provided with stabilizing plates 6 for stabilizing the calandria 7, and the stabilizing plates 6 are arranged right above the calandria 7; the bottom of the stabilizing plate 6 is arc-shaped and is attached to the calandria 7.
The upright post 3 is in contact with the left and right sides of the rack pipe 7. The upright column 3 clamps the rack pipe 7 from the left and right sides.
The above-mentioned embodiments are merely described for 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 within the protection scope defined by the claims of the present invention.
Claims (8)
1. A light combined calandria fixing structure is characterized in that a plurality of fixing structures are arranged along the extension direction of the calandria (7),
the fixing structure comprises a concrete base (1), a buried plate (2) perpendicular to the pipe bank (7) is buried and fixed in the concrete base (1), a plurality of vertically and upwardly extending pillars are fixedly arranged on the buried plate (2), the pillars are arranged at intervals, and the pipe bank (7) is clamped in a gap between every two adjacent pillars;
a supporting beam (4) which is horizontally arranged is fixed on the supporting column, the calandria (7) is pressed on the supporting beam (4), the supporting beam (4) is vertically provided with a plurality of layers at intervals, and the layers of the supporting beam (4) correspond to the layers of the calandria (7) one by one; the top of the pillar is provided with a top beam (5), and the top beam (5) is pressed on the upper edge of the calandria (7) to avoid the upward floating of the calandria (7).
2. A lightweight modular calandria fixing structure in accordance with claim 1, characterized in that the supporting beams (4) and top beams (5) are detachably fixed to the pillars by bolts.
3. A lightweight modular calandria fixing structure, as per claim 2, characterized in that the height of said supporting beams (4) is adjustable; a plurality of bolt holes (3 a) are arranged on the support column at intervals along the support column, and bolts are inserted into the bolt holes to fix the support beam (4).
4. A lightweight combined calandria fixing structure according to claim 1, characterized in that the top of the support beam (4) is provided with a circular arc shaped recess and the calandria (7) is located at the bottom of the recess of the support beam (4).
5. A lightweight modular calandria fixing structure in accordance with claim 1, characterized by that the supporting beams (4) are provided with flexible rubber pads in their recesses.
6. A lightweight combined calandria fixing structure according to claim 1, characterized in that the bottom of the support beam (4) is pressed on top of the calandria (7) below.
7. A lightweight combined calandria fixing structure in accordance with claim 6, wherein the support beam (4) and top beam (5) are provided with stabilizing plates (6) for stabilizing the calandria (7), the stabilizing plates (6) are provided directly above the calandria (7);
the bottom of the stabilizing plate (6) is arc-shaped and is attached to the calandria (7).
8. A lightweight combined rack pipe fixing structure as in claim 1, characterized by that the upright (3) is in contact with the left and right sides of the rack pipe (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221737641.1U CN217824194U (en) | 2022-07-07 | 2022-07-07 | Light combined calandria fixing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221737641.1U CN217824194U (en) | 2022-07-07 | 2022-07-07 | Light combined calandria fixing structure |
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| Publication Number | Publication Date |
|---|---|
| CN217824194U true CN217824194U (en) | 2022-11-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202221737641.1U Active CN217824194U (en) | 2022-07-07 | 2022-07-07 | Light combined calandria fixing structure |
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| Country | Link |
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| CN (1) | CN217824194U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117661706A (en) * | 2024-02-01 | 2024-03-08 | 无锡广盈集团有限公司 | Concrete calandria assembly fixture and assembly method thereof |
-
2022
- 2022-07-07 CN CN202221737641.1U patent/CN217824194U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117661706A (en) * | 2024-02-01 | 2024-03-08 | 无锡广盈集团有限公司 | Concrete calandria assembly fixture and assembly method thereof |
| CN117661706B (en) * | 2024-02-01 | 2024-04-26 | 无锡广盈集团有限公司 | Concrete calandria assembly fixture and assembly method thereof |
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