CN210597874U - Cast-in-place beam steel bar arrangement - Google Patents
Cast-in-place beam steel bar arrangement Download PDFInfo
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- CN210597874U CN210597874U CN201921313965.0U CN201921313965U CN210597874U CN 210597874 U CN210597874 U CN 210597874U CN 201921313965 U CN201921313965 U CN 201921313965U CN 210597874 U CN210597874 U CN 210597874U
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- cast
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- place beam
- floor slab
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Abstract
The utility model provides a cast-in-place beam reinforcement arranges, including first coincide floor, second coincide floor, be cast-in-place beam space between first coincide floor and the second coincide floor, install cast-in-place beam bottom support in cast-in-place beam space below, install cast-in-place beam die block and cast-in-place beam both sides mould on the cast-in-place beam bottom support, be provided with the beam stirrup of cast-in-place beam in cast-in-place beam die block and the cast-in-place beam both sides mould, the inboard ligature cast-in-place beam gluten of frame on the beam stirrup, the inboard ligature cast-in-place beam bottom muscle of cast-in-place beam stirrup lower frame, a plurality of beam stirrups and cast-in-place beam gluten, form cast-in-place beam reinforcement cage after the ligature of. The utility model discloses standardize cast-in-place roof beam and coincide floor reinforcing bar and arrange method and flow, improve the work efficiency, reduction of erection time, environmental protection guarantees building quality.
Description
The technical field is as follows:
the utility model relates to a building engineering technical field, concretely relates to cast-in-place roof beam reinforcing bar arranges.
Background art:
the existing cast-in-place beam and cast-in-place floor slab are both constructed by cast-in-place concrete, the arrangement of reinforcing steel bars and the construction process are random, the construction period is long, the efficiency is low, the environmental pollution is serious, and the raw materials are wasted. The assembly type building which is widely popularized and applied at present has advanced technology, high construction efficiency and good environmental protection. Because the composite floor slab of the fabricated building is prefabricated and produced in factories and hoisted on site, if the cast-in-place beam reinforcing steel bars are firstly arranged and bound according to the traditional cast-in-place technology and then the composite floor slab of the fabricated building is hoisted, the construction can not be carried out. Therefore, new specifications and designs need to be carried out on the arrangement and construction process of the reinforcing steel bars of the cast-in-place beam and the composite floor slab so as to fill the blank of the reinforcing steel bars and ensure the building quality and the smooth on-site assembly construction.
The utility model has the following contents:
the utility model discloses the technical problem that will solve is: the problems in the prior art are solved, the cast-in-place beam steel bar arrangement method and the cast-in-place beam and composite floor slab steel bar arrangement process are standardized, the work efficiency is improved, the construction period is shortened, the environment is protected, and the assembly type building is guaranteed to be smoothly carried out.
The utility model adopts the technical proposal that:
the utility model provides a cast-in-place roof beam reinforcing bar arranges, includes first coincide floor, second coincide floor, be cast-in-place beam space between first coincide floor and the second coincide floor, its characterized in that: the cast-in-place beam bottom support is installed below the cast-in-place beam space, the cast-in-place beam bottom mold and the two side molds of the cast-in-place beam are installed on the cast-in-place beam bottom support, beam stirrups of the cast-in-place beam are arranged in the cast-in-place beam bottom mold and the two side molds of the cast-in-place beam, cast-in-place beam gluten is bound on the inner side of an upper frame of the beam stirrups, cast-in-place beam bottom reinforcements are bound on the inner side of a lower frame of the beam stirrups, a plurality of beam stirrups are bound with the cast-in-place beam gluten and the cast-in-place.
In the technical scheme, the distributed reinforcing steel bars with the extending side edges are pre-embedded in the first composite floor slab and the second composite floor slab, and the distributed reinforcing steel bars with the extending side edges of the first composite floor slab and the second composite floor slab are arranged in a staggered mode relatively.
Among the above-mentioned technical scheme, cast-in-place roof beam gluten is located the distribution reinforcing bar that first coincide floor side stretches out and the distribution reinforcing bar top that second coincide floor side stretches out.
In the technical scheme, the template support and the reinforcing member are arranged on the outer sides of the two side molds of the cast-in-place beam.
In the technical scheme, the reinforcing members on the outer sides of the two side molds of the cast-in-place beam are connected with the counter pull rods.
In the technical scheme, the cast-in-place beam bottom support is provided with the composite floor slab support, and the first composite floor slab and the second composite floor slab are hoisted on the composite floor slab support.
The characteristics and the effects are as follows:
because the cast-in-place beam and the cast-in-place floor slab in the traditional technology are both constructed by casting concrete on site, the arrangement and construction process of the steel bars are random, the unified specification is absent, the construction period is long, the efficiency is low, the environmental pollution is serious, and the raw materials are wasted. After the advanced assembly type building is adopted, the composite floor slab is prefabricated for factory production, distribution reinforcing steel bars are pre-embedded in the composite floor slab and extend out of the side edge of the composite floor slab, and if a reinforcing cage of a cast-in-place beam is arranged firstly, the lifted composite floor slab cannot be installed. Therefore, the utility model discloses to the coincide floor of current advanced assembly type structure, formulate one set of cast-in-place roof beam reinforcing bar and arrange scheme and construction process, filled the blank that the reinforcing bar of current assembly type structure coincide floor and cast-in-place roof beam arranged rule and standard, made the reinforcing bar of coincide floor and cast-in-place roof beam arrange with construction process reasonable orderly, high-efficient, building quality is good.
Description of the drawings:
FIG. 1 is a schematic view of a cast-in-place beam bottom support installation;
FIG. 2 is a schematic view of installation of a cast-in-place beam bottom die, a cast-in-place beam side die, a template support and a reinforcing member;
FIG. 3 is a schematic view of a lifted composite floor slab;
FIG. 4 is a schematic view of a beam stirrup installation;
FIG. 5 is a schematic diagram of binding and fixing of cast-in-place beam surface ribs;
FIG. 6 is a schematic view of binding and fixing a bottom rib of a cast-in-place beam;
FIG. 7 is a schematic illustration of reinforcement cage installation;
fig. 8 is a schematic view of the installation of the tie rod.
Reference numerals:
the method comprises the following steps of 1-cast-in-place beam bottom support, 2-cast-in-place beam bottom mold, 3-cast-in-place beam side mold, 4-template support, 5-reinforcing member, 6-beam stirrup, 7-laminated floor slab, 8-distributed reinforcing steel bar, 9-truss reinforcing steel bar, 10-cast-in-place beam gluten, 11-cast-in-place beam bottom reinforcing steel bar, 12-pair pull rod and 13-laminated floor slab support.
The specific implementation mode is as follows:
referring to fig. 1-8, the utility model aims at a cast-in-place beam reinforcing bar arrangement that coincide floor and cast-in-place beam are connected in fabricated construction, including two adjacent first coincide floors, second coincide floor, coincide floor all is prefabricated in the factory production, for cast-in-place beam space between two adjacent first coincide floors and second coincide floor after the hoist and mount, install cast-in-place beam bottom support below cast-in-place beam space, the bottom stabilizer blade of cast-in-place beam bottom support supports on the floor or the ground below; the cast-in-place beam bottom support is provided with a cast-in-place beam bottom die and two side dies of the cast-in-place beam, beam stirrups of the cast-in-place beam are arranged in the cast-in-place beam bottom die and the two side dies of the cast-in-place beam, cast-in-place beam gluten is bound on the inner side of the upper frame of the beam stirrups, cast-in-place beam bottom ribs are bound on the inner side of the lower frame of the cast-in-place beam stirrups, a plurality of beam stirrups, the cast-in-place beam gluten and the cast-in-place beam bottom ribs are bound; the first composite floor slab and the second composite floor slab are internally embedded with distributed reinforcing steel bars with extending side edges, and the distributed reinforcing steel bars extending from the first composite floor slab and the distributed reinforcing steel bars extending from the side edges of the second composite floor slab are arranged in a relatively staggered manner; the cast-in-place beam gluten is positioned above the distributed reinforcing steel bars extending out of the side edge of the first composite floor slab and the distributed reinforcing steel bars extending out of the side edge of the second composite floor slab; the outer sides of the two side moulds of the cast-in-situ beam are provided with template supports and reinforcements; the reinforcing members on the outer sides of the two side molds of the cast-in-situ beam are connected with counter pull rods; the cast-in-place beam bottom support is provided with a composite floor slab support, and the first composite floor slab and the second composite floor slab are hoisted on the composite floor slab support.
Claims (6)
1. The utility model provides a cast-in-place roof beam reinforcing bar arranges, includes first coincide floor, second coincide floor, be cast-in-place beam space between first coincide floor and the second coincide floor, its characterized in that: the cast-in-place beam bottom support is installed below the cast-in-place beam space, the cast-in-place beam bottom mold and the two side molds of the cast-in-place beam are installed on the cast-in-place beam bottom support, beam stirrups of the cast-in-place beam are arranged in the cast-in-place beam bottom mold and the two side molds of the cast-in-place beam, cast-in-place beam gluten is bound on the inner side of an upper frame of the beam stirrups, cast-in-place beam bottom reinforcements are bound on the inner side of a lower frame of the beam stirrups, a plurality of beam stirrups are bound with the cast-in-place beam gluten and the cast-in-place.
2. The cast-in-place beam rebar arrangement of claim 1, wherein: distribution reinforcing steel bars with extending side edges are pre-embedded in the first composite floor slab and the second composite floor slab, and the distribution reinforcing steel bars with extending side edges of the first composite floor slab and the second composite floor slab are arranged in a staggered mode relatively.
3. The cast-in-place beam rebar arrangement of claim 1, wherein: cast-in-place roof beam gluten is located the distribution reinforcing bar that first coincide floor side stretches out and the distribution reinforcing bar top that second coincide floor side stretches out.
4. The cast-in-place beam rebar arrangement of claim 1, wherein: and template supports and reinforcing members are arranged on the outer sides of the two side moulds of the cast-in-situ beam.
5. The cast-in-place beam rebar arrangement of claim 1, wherein: and the reinforcing members on the outer sides of the two side molds of the cast-in-place beam are connected with counter pull rods.
6. The cast-in-place beam rebar arrangement of claim 1, wherein: the cast-in-place beam bottom support is provided with a composite floor slab support, and the first composite floor slab and the second composite floor slab are hoisted on the composite floor slab support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921313965.0U CN210597874U (en) | 2019-08-14 | 2019-08-14 | Cast-in-place beam steel bar arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921313965.0U CN210597874U (en) | 2019-08-14 | 2019-08-14 | Cast-in-place beam steel bar arrangement |
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| CN210597874U true CN210597874U (en) | 2020-05-22 |
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| CN201921313965.0U Active CN210597874U (en) | 2019-08-14 | 2019-08-14 | Cast-in-place beam steel bar arrangement |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409711A (en) * | 2019-08-14 | 2019-11-05 | 六安远大住宅工业有限公司 | A kind of Cast-in-situ Beam steel bar arrangement and its construction technology |
-
2019
- 2019-08-14 CN CN201921313965.0U patent/CN210597874U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110409711A (en) * | 2019-08-14 | 2019-11-05 | 六安远大住宅工业有限公司 | A kind of Cast-in-situ Beam steel bar arrangement and its construction technology |
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