CN209780239U - Beam-penetrating sleeve pre-embedding device - Google Patents
Beam-penetrating sleeve pre-embedding device Download PDFInfo
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- CN209780239U CN209780239U CN201920412734.9U CN201920412734U CN209780239U CN 209780239 U CN209780239 U CN 209780239U CN 201920412734 U CN201920412734 U CN 201920412734U CN 209780239 U CN209780239 U CN 209780239U
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Abstract
The utility model provides a beam-penetrating sleeve pre-embedding device, which comprises a template and a sleeve, wherein the template comprises a beam bottom template, beam side templates connected with two sides of the beam bottom template, and plate bottom templates respectively connected with the beam side templates and extending outwards; the sleeve comprises a sleeve body and connecting pieces fixed at two ends of the sleeve body, the sleeve body is arranged between the two beam side templates, one end of each connecting piece is fixed at the end part of the sleeve body, and the other end of each connecting piece is fixed at the bottom template. The utility model has simple process, convenient material taking and convenient batch design of parts; the use is flexible, and the installation elevation of the sleeve can be conveniently adjusted through the connecting piece; the construction efficiency is high, and the construction degree of difficulty is low, need not to consider beam slab structure reinforcement's interlude construction problem, and reduces the destruction to the reinforcing bar completion face when pre-buried sleeve pipe is under construction.
Description
Technical Field
The utility model relates to a construction field especially relates to a wear pre-buried device of roof beam sleeve.
background
In the construction of a building, a fire pipeline, a water supply pipeline and the like penetrate through a concrete beam in order to increase the use clear height of the building, so that sleeves need to be embedded in a beam template in the construction of a beam structure. The traditional construction mode is to bind or spot-weld the sleeve on the steel bar of the beam-slab structure, and the mode needs to transport machines such as an electric welding machine to an operation layer in advance, so that the construction process is various; after the construction of the steel bars of the beam plate is finished, the sleeve construction can be started, and the working efficiency is very low; most importantly, sleeve construction can only be carried out at the steel bar gap of the beam-slab structure, the construction operation surface is narrow and small, the difficulty is high, labor and time are wasted, and the fixed position of the sleeve is easy to deviate.
Disclosure of Invention
In order to solve the problem, the utility model provides a wear pre-buried device of roof beam sleeve pipe is fixed in the template through the connecting piece in advance with the sleeve pipe on, need not consider roof beam slab structure reinforcement's interlude construction problem, simple process, efficiency of construction height.
The utility model discloses specifically realize through following technical scheme: a beam-penetrating sleeve pipe pre-embedding device, which comprises a template and a sleeve pipe,
The template comprises a beam bottom template, beam side templates connected to two sides of the beam bottom template, and outwards extending template bottom templates respectively connected to the beam side templates;
The sleeve comprises a sleeve body and connecting pieces fixed at two ends of the sleeve body, the sleeve body is arranged between the two beam side templates, one end of each connecting piece is fixed at the end part of the sleeve body, and the other end of each connecting piece is fixed at the bottom template.
through above-mentioned structure, after the template is laid and is accomplished, when not carrying out the reinforcement of beam slab structure yet, can prepare the pre-buried work of sleeve pipe in advance, the preparation time is abundant, and the degree of difficulty of construction is low, fast.
The utility model relates to a wear beam sleeve pre-buried device's further improvement lies in, the connecting piece can be buckled and be the Z type, is used for adjusting the elevation of sleeve pipe body.
through Z type connecting piece, make the height-adjustable of sleeve pipe body, satisfy and wear the roof beam pipeline to the different requirements of height, can use the department of bending as the ligature width of benchmark pilot beam reinforcing bar simultaneously, the protective layer of control roof beam concrete that can be better.
The utility model relates to a wear beam sleeve pre-buried device's further improvement lies in, the connecting piece symmetry is fixed in sleeve pipe body both ends.
The utility model relates to a wear pre-buried device of roof beam sleeve pipe further improves and lies in, sleeve pipe body perpendicular to roof beam side form, just sleeve pipe body both ends are contradicted in two respectively roof beam side form.
through the structure, when the concrete beam is poured, the two ends of the sleeve body are flush with the two side faces of the beam, and the higher technological requirements are met.
To sum up, the utility model discloses a but not limited to following beneficial effect: the process is simple, the materials are convenient to obtain, and the parts are convenient for batch sizing design; the use is flexible, and the installation elevation of the sleeve can be conveniently adjusted through the connecting piece; the construction efficiency is high, and the construction degree of difficulty is low, need not to consider beam slab structure reinforcement's interlude construction problem, and reduces the destruction to the reinforcing bar completion face when pre-buried sleeve pipe is under construction.
Drawings
The following detailed description of embodiments of the invention is provided with reference to the accompanying drawings, in which:
FIG. 1 is a schematic view of a beam-penetrating sleeve structure before beam slab reinforcement is bound;
FIG. 2 is a schematic view of a beam-through sleeve structure after the beam plate steel bars are bound;
Fig. 3 is a schematic view of a beam-penetrating sleeve structure after concrete pouring.
In the drawings: 11-beam bottom formwork, 12-beam side formwork, 13-slab bottom formwork, 21-sleeve body, 22-connecting piece, 23-screw and 30-beam slab steel bar.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples.
Referring to fig. 1, the beam-penetrating casing pipe embedding device provided in this embodiment includes a template and a casing pipe, specifically,
The template comprises a beam bottom template 11, beam side templates 12 connected to two sides of the beam bottom template 11, and outwards extending template bottom templates 13 respectively connected to the beam side templates 12;
the sleeve comprises a sleeve body 21 and connecting pieces 22 symmetrically fixed at two ends of the sleeve body 21, wherein the sleeve body 21 is formed by cutting a steel pipe, the length of the sleeve body is preferably equal to the width of a beam, and the sleeve body vertically props against the two beam side templates 12; the connecting piece 22 is made of rectangular flat iron and can be bent to form Z shapes with different heights, the upper edge of the Z-shaped connecting piece 22 is connected to the plate bottom template 13, and the lower edge of the Z-shaped connecting piece 22 is connected to the sleeve body 21.
during field construction:
firstly, determining the pre-embedded position and elevation of the sleeve according to a design drawing, placing the sleeve body 21 between the two beam side templates 12 at a corresponding position, and enabling two ends of the sleeve body 21 to respectively abut against the inner walls of the two beam side templates 12;
Then, bending the connecting piece 22 into a Z shape with a specified height, symmetrically sticking the lower edge of the Z-shaped connecting piece 22 to the outer wall of the sleeve body 21 close to the end part by using an adhesive tape, and fixing the upper edge of the connecting piece 22 on the plate bottom template 13 by using a screw 23; if the connecting piece 22 is in a batch sizing size, the lower edge of the sized Z-shaped connecting piece 22 can be welded on the sleeve pipe body 21 in advance in a welding mode, and when the connecting piece is in the field, the upper edge of the connecting piece 22 is only required to be fixed on the plate bottom template 13;
and finally, binding the steel bars of the beam-slab structure in cooperation with the graphs shown in fig. 2 and 3, pouring concrete after the binding is finished, embedding the sleeve in the structural beam, and after shaping and removing the form, exposing pipe holes at two ends of the sleeve to allow the pipe to penetrate in the later period.
the embodiments of the present invention have been described in detail with reference to the drawings, but the present invention is not limited to the above embodiments, and various changes can be made thereto within the knowledge of those skilled in the art. Therefore, certain details of the embodiments should not be construed as limitations of the invention, which are intended to be covered by the following claims.
Claims (4)
1. a beam-through sleeve pre-embedding device comprises a template and a sleeve, and is characterized in that,
the template comprises a beam bottom template, beam side templates connected to two sides of the beam bottom template, and outwards extending template bottom templates respectively connected to the beam side templates;
The sleeve comprises a sleeve body and connecting pieces fixed at two ends of the sleeve body, the sleeve body is arranged between the two beam side templates, one end of each connecting piece is fixed at the end part of the sleeve body, and the other end of each connecting piece is fixed at the bottom template.
2. The beam-penetrating sleeve embedding device as claimed in claim 1, wherein the connecting piece can be bent in a Z shape to adjust the elevation of the sleeve body.
3. The beam-penetrating sleeve embedding device as claimed in claim 2, wherein the connecting members are symmetrically fixed at two ends of the sleeve body.
4. The beam-penetrating sleeve embedding device as claimed in any one of claims 1 to 3, wherein the sleeve body is perpendicular to the beam-side templates, and two ends of the sleeve body respectively abut against the two beam-side templates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920412734.9U CN209780239U (en) | 2019-03-28 | 2019-03-28 | Beam-penetrating sleeve pre-embedding device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920412734.9U CN209780239U (en) | 2019-03-28 | 2019-03-28 | Beam-penetrating sleeve pre-embedding device |
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| Publication Number | Publication Date |
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| CN209780239U true CN209780239U (en) | 2019-12-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201920412734.9U Active CN209780239U (en) | 2019-03-28 | 2019-03-28 | Beam-penetrating sleeve pre-embedding device |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111779267A (en) * | 2020-05-29 | 2020-10-16 | 江苏省建工集团有限公司 | Welding-free embedding and fixing process for beam-penetrating sleeve |
-
2019
- 2019-03-28 CN CN201920412734.9U patent/CN209780239U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111779267A (en) * | 2020-05-29 | 2020-10-16 | 江苏省建工集团有限公司 | Welding-free embedding and fixing process for beam-penetrating sleeve |
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