CN218699886U - One-step forming production die for steel concrete combined prefabricated bottom plate - Google Patents
One-step forming production die for steel concrete combined prefabricated bottom plate Download PDFInfo
- Publication number
- CN218699886U CN218699886U CN202222609765.8U CN202222609765U CN218699886U CN 218699886 U CN218699886 U CN 218699886U CN 202222609765 U CN202222609765 U CN 202222609765U CN 218699886 U CN218699886 U CN 218699886U
- Authority
- CN
- China
- Prior art keywords
- plate
- upper plate
- template
- lower plate
- bottom plate
- Prior art date
- 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.)
- Active
Links
Images
Abstract
The utility model discloses an one shot forming production mould of prefabricated bottom plate of steel concrete combination relates to building prefab technical field, and the main objective improves the efficiency of the prefabricated bottom plate of steel-concrete combination, reduce cost. The utility model discloses a main technical scheme does: one shot forming production mould of steel concrete combination prefabricated bottom plate, the device includes: the upper plate template is fixedly connected to the lower plate template in parallel, and a plurality of hole grooves are respectively and axially distributed in the upper plate template and the lower plate template; the two upper plate side plates are oppositely arranged, two side edges of the upper plate side plates are respectively detachably connected with the upper plate cover plate and the upper plate template, and two side edges of the upper plate bottom plate are respectively detachably connected with the upper plate cover plate and the upper plate template; two lower plate curb plates set up relatively, and the both sides limit of lower plate curb plate can be dismantled respectively and connect in lower plate apron and lower plate template, and the both sides limit of lower plate bottom plate can be dismantled respectively and connect in lower plate apron and lower plate template.
Description
Technical Field
The utility model relates to a building prefab technical field especially relates to a steel concrete combination prefabricated bottom plate's one shot forming production mould.
Background
Fabricated structures are a necessary trend for a revolution in construction, in which laminated slabs are important horizontal force-bearing members in fabricated structures. The steel-concrete combined prefabricated bottom plate is one of laminated slab prefabricated bottom plates and comprises a lower plate, a steel connecting piece and an upper plate. The steel connecting pieces are distributed at intervals along the length direction of the plate and are fixedly embedded in the upper and lower plates. The steel connecting piece generally comprises a horizontal anchoring steel plate and a vertical web plate, and the upper layer plate and the lower layer plate are integrated through the steel connecting piece. The steel-concrete combined prefabricated bottom plate has the outstanding advantages of large rigidity in the construction stage, saving of templates and supports and the like.
As shown in fig. 7, there are two kinds of production processes of the steel-concrete composite prefabricated bottom plate, and both the two kinds of production processes are flat-stacking production. One is that steel connectors are respectively embedded in an upper layer plate 24 and a lower layer plate 25 to separately produce the upper layer plate 24 and the lower layer plate 25, and then the upper layer plate 24 and the lower layer plate 25 are connected into an integral prefabricated bottom plate through welding or bolts; the other method is that the steel connecting pieces are embedded in the upper layer plate 24 and cast with concrete to form an upper layer plate 24, then the upper layer plate is hoisted and turned over, a lower layer plate 25 is cast under the upper layer plate 24 through a formwork, and after the concrete of the lower layer plate 25 is hardened, the lower layer plate and the upper layer plate 24 form an integral prefabricated bottom plate. Both of these production processes require separate fabrication of the upper and lower plates 24, 25, which is complicated and adds to the time and labor costs.
SUMMERY OF THE UTILITY MODEL
In view of this, the utility model provides a one shot forming production mould of prefabricated bottom plate of steel concrete combination, the main objective is the efficiency that improves steel-concrete combination prefabricated bottom plate, reduce cost.
In order to achieve the above object, the utility model mainly provides the following technical scheme:
the utility model provides an one shot forming production mould of prefabricated bottom plate of steel concrete combination, the device includes: the middle mould, the upper plate assembly part and the lower plate assembly part;
the middle die comprises an upper plate die plate and a lower plate die plate, the upper plate die plate is fixedly connected to the lower plate die plate in parallel, a plurality of hole grooves are axially distributed in the upper plate die plate and the lower plate die plate respectively, and the hole grooves in the upper plate die plate and the hole grooves in the lower plate die plate are in one-to-one correspondence and used for containing steel connecting pieces;
the upper plate assembling part comprises an upper plate cover plate, an upper plate bottom plate and two upper plate side plates, the upper plate cover plate and the upper plate template are oppositely arranged, the two upper plate side plates are oppositely arranged, two side edges of the upper plate side plates are respectively detachably connected with the upper plate cover plate and the upper plate template, and two side edges of the upper plate bottom plate are respectively detachably connected with the upper plate cover plate and the upper plate template;
the lower plate assembly part comprises a lower plate cover plate, a lower plate bottom plate and two lower plate side plates, the lower plate cover plate and the lower plate template are arranged oppositely, the lower plate side plates are arranged oppositely, two side edges of the lower plate side plates are detachably connected with the lower plate cover plate and the lower plate template respectively, and two side edges of the lower plate bottom plate are detachably connected with the lower plate cover plate and the lower plate template respectively.
The purpose of the utility model and the technical problem to be solved can be further realized by adopting the following technical measures.
Optionally, a plurality of first reserved longitudinal bar holes are arranged in the upper plate side plate.
Optionally, a plurality of second reserved longitudinal rib holes are arranged in the lower plate side plate.
Optionally, the hole slots on the upper plate template include a plurality of first hole slots and a plurality of second hole slots, the plurality of first hole slots and the plurality of second hole slots are arranged alternately, and the width of the first hole slots is greater than the width of the second hole slots.
Optionally, the middle mold further includes a supporting plate, the supporting plate is located below the hole slot, and two ends of the supporting plate are respectively and fixedly connected to the upper plate template and the lower plate template, and are used for fixing the parallel relationship between the upper plate template and the lower plate template.
Optionally, two side edges of the upper plate side plate are respectively and rotatably connected to the upper plate cover plate and the upper plate template through hinges, and two side edges of the upper plate bottom plate are respectively and rotatably connected to the upper plate cover plate and the upper plate template through hinges.
Optionally, two side edges of the lower plate side plate are respectively connected with the lower plate cover plate and the lower plate template through hinges in a rotating manner, and two side edges of the lower plate bottom plate are respectively connected with the lower plate cover plate and the lower plate template through hinges in a rotating manner.
Optionally, the steel connecting piece further comprises a plurality of middle fixtures, wherein protruding parts are respectively arranged at two ends of each middle fixture, and the protruding parts are filled in the hole grooves and used for limiting the displacement of the steel connecting piece in the hole grooves.
Borrow by above-mentioned technical scheme, the utility model discloses at least, have following advantage:
assembling an upper plate cover plate, an upper plate bottom plate, an upper plate template and two upper plate side plates into a first cubic frame body with an opening at the upper end; similarly, a lower plate cover plate, a lower plate bottom plate, a lower plate template and two lower plate side plates are assembled into a second cubic frame body with an opening at the upper end.
On the basis, the steel connecting piece is simultaneously accommodated in the hole groove of the upper plate template and the hole groove of the lower plate template, and two ends of the steel connecting piece are respectively positioned in the first vertical frame body and the second vertical frame body.
Then, pour the fine aggregate concrete inwards from the upper end opening of first cube framework and the upper end opening of second cube framework, form upper plate and lower floor's board in step, after the concrete maintenance shaping, the both ends of steel connecting piece solidify respectively in the concrete, at this moment, disassemble first cube framework and second cube framework in proper order, take off upper plate apron first, upper plate bottom plate, two upper plate curb plates, lower plate apron, lower plate bottom plate and two lower plate curb plates, then rotate ninety degrees with fashioned prefabricated bottom plate, the lower plate pastes and puts on ground, take out the middle mould between upper plate and the lower floor (be about to steel connecting piece and hole groove throw off each other).
The advantages of the mold are summarized as follows:
1. the mould is easy to assemble and disassemble, and the upper layer plate and the lower layer plate do not need to be poured independently and then spliced when the steel-concrete combined prefabricated bottom plate is manufactured, so that the production links of the steel-concrete combined prefabricated bottom plate can be effectively reduced, the manufacturing efficiency is improved, the manufacturing time is saved, and the labor cost is reduced.
2. This mould adopts vertical pouring to make prefabricated bottom plate, and the area of single production unit that has significantly reduced has improved the utilization efficiency in operation district, has improved production efficiency then, has reduced manufacturing cost, is favorable to the industrial production.
3. The mould can be recycled, the middle mould can be transformed and customized according to different steel connecting piece arrangement forms, and flexible replacement is carried out, so that the mould can be used for producing steel-concrete combined prefabricated bottom plates in different steel connecting piece arrangement forms.
Drawings
Fig. 1 is a side view of a one-step forming production mold of a steel concrete composite prefabricated bottom plate provided by the embodiment of the utility model;
fig. 2 is a perspective view of an intermediate mold provided in an embodiment of the present invention;
FIG. 3 is a schematic diagram showing the arrangement of the upper holes and the slots of the upper plate template or the lower plate template;
FIG. 4 is a layout view of a plurality of steel connectors with respect to an upper deck form or a lower deck form;
FIG. 5 is a schematic view of the hinge;
FIG. 6 is an enlarged view of portion A of FIG. 2;
fig. 7 is a schematic structural diagram of a conventional steel reinforced concrete composite prefabricated base plate.
Reference numerals in the drawings of the specification include: the structure comprises an upper plate template 1, a lower plate template 2, a steel connecting piece 3, an upper plate cover plate 4, an upper plate bottom plate 5, an upper plate side plate 6, a lower plate cover plate 7, a lower plate bottom plate 8, a lower plate side plate 9, a first reserved longitudinal rib hole 10, a second reserved longitudinal rib hole 11, a first hole groove 12, a second hole groove 13, a support plate 14, a sub hinge plate 15, a female hinge plate 16, a first bolt 17, a second bolt 18, an insertion pipe 19, a spring 20, an end pipe 21, an intermediate clamp 22, a protruding part 23, an upper plate 24 and a lower plate 25.
Detailed Description
To further illustrate the technical means and effects of the present invention adopted to achieve the intended purpose of the present invention, the following detailed description is given with reference to the accompanying drawings and preferred embodiments, in order to explain the detailed embodiments, structures, features and effects of the present invention. In the following description, different "one embodiment" or "an embodiment" refers to not necessarily the same embodiment. Furthermore, the particular features, structures, or characteristics may be combined in any suitable manner in one or more embodiments.
The present invention will be described in further detail with reference to the accompanying drawings and examples.
As shown in fig. 1 and fig. 2, an embodiment of the present invention provides an one-step forming production mold for steel reinforced concrete composite prefabricated bottom plate, which includes: the middle mould, the upper plate assembly part and the lower plate assembly part;
the middle die comprises an upper plate die plate 1 and a lower plate die plate 2, the upper plate die plate 1 is fixedly connected to the lower plate die plate 2 in parallel, a plurality of hole grooves are respectively and axially arranged on the upper plate die plate 1 and the lower plate die plate 2, and the hole grooves in the upper plate die plate 1 correspond to the hole grooves in the lower plate die plate 2 one by one and are used for accommodating steel connecting pieces 3;
the upper plate assembling part comprises an upper plate cover plate 4, an upper plate bottom plate 5 and two upper plate side plates 6, the upper plate cover plate 4 and the upper plate template 1 are oppositely arranged, the two upper plate side plates 6 are oppositely arranged, two side edges of the upper plate side plates 6 are respectively detachably connected with the upper plate cover plate 4 and the upper plate template 1, and two side edges of the upper plate bottom plate 5 are respectively detachably connected with the upper plate cover plate 4 and the upper plate template 1;
lower plywood assembled portion includes lower plywood apron 7, lower plywood bottom plate 8 and two lower plywood curb plates 9, lower plywood apron 7 with lower plywood template 2 sets up relatively, two lower plywood curb plates 9 sets up relatively, the both sides limit of lower plywood curb plate 9 can dismantle respectively connect in lower plywood apron 7 with lower plywood template 2, the both sides limit of lower plywood bottom plate 8 can dismantle respectively connect in lower plywood apron 7 with lower plywood template 2.
The working process of the one-step forming production die of the steel concrete combined prefabricated bottom plate is as follows:
assembling an upper plate cover plate 4, an upper plate bottom plate 5, an upper plate template 1 and two upper plate side plates 6 into a first cubic frame body with an opening at the upper end; similarly, the lower plate cover plate 7, the lower plate bottom plate 8, the lower plate template 2 and the two lower plate side plates 9 are assembled into a second cubic frame with an open upper end.
On the basis, the steel connecting piece 3 is simultaneously accommodated in the hole groove of the upper plate template 1 and the hole groove of the lower plate template 2, and two ends of the steel connecting piece 3 are respectively positioned in the first vertical frame body and the second vertical frame body.
Then, pour the fine aggregate concrete inwards from the upper end opening of first cube framework and the upper end opening of second cube framework, form upper plate and lower floor's board in step, after the concrete maintenance shaping, the both ends of steel connecting piece 3 solidify respectively in the concrete, at this moment, disassemble first cube framework and second cube framework in proper order, take off upper plate apron 4 earlier, upper plate bottom plate 5, two upper plate curb plates 6, lower floor's board apron 7, lower floor's board bottom plate 8 and two lower floor's board curb plates 9, then rotate ninety degrees fashioned prefabricated bottom plate, lower floor's board pastes and puts on ground, take out the middle mould between upper plate and the lower floor (be about to steel connecting piece 3 and hole groove and throw off each other).
The technical scheme of the utility model in, use this mould, upper prefabricated plate and lower floor's prefabricated plate are pour, are maintained the shaping in step, and the prefabrication time shortens, has improved work efficiency, the cost is reduced.
Specifically, the steel connecting member 3 is composed of an anchoring portion embedded in the upper and lower plates and a connecting portion connecting the upper and lower plates, is in an i-shape, and needs to be manufactured in advance.
Specifically, the hole groove is a rectangular hole groove with an upper opening, so that the steel connecting piece 3 can be conveniently placed into the hole groove from top to bottom.
As shown in fig. 1, specifically, 45 ° chamfers are provided on the mutually butted side edges of the middle mold and the upper plate assembly portion, and 45 ° chamfers are provided on the mutually butted side edges of the middle mold and the lower plate assembly portion, so that the first cubic frame and the second cubic frame can be conveniently assembled.
In the embodiment shown in fig. 1, the upper plate side plate 6 is provided with a plurality of first pre-formed longitudinal rib holes 10.
In this embodiment, specifically, before pouring the fine aggregate concrete, an operator inserts the reinforcing steel bars into the relative first reserved longitudinal bar holes 10 of the two upper plate side plates 6 in sequence, pours the fine aggregate concrete, and after maintenance, a plurality of reinforcing steel bars are fixed in the upper plate, so that the prestress structural strength of the upper plate is improved, and the axial bending of the upper plate is avoided.
In the embodiment shown in fig. 1, the lower plate side plate 9 is provided with a plurality of second reserved longitudinal rib holes 11.
In this embodiment, specifically, before pouring the fine aggregate concrete, an operator inserts the reinforcing steel bars into the corresponding second reserved longitudinal bar holes 11 of the two lower plate side plates 9 in sequence, pours the fine aggregate concrete, and after maintenance, a plurality of reinforcing steel bars are fixed in the lower plate, so that the prestress structural strength of the lower plate is improved, and the lower plate is prevented from being bent axially.
As shown in fig. 2 and 3, in a specific embodiment, the hole grooves of the upper plate template 1 include a plurality of first hole grooves 12 and a plurality of second hole grooves 13, the plurality of first hole grooves 12 and the plurality of second hole grooves 13 are alternately arranged, and the width of the first hole grooves 12 is greater than the width of the second hole grooves 13.
As shown in fig. 3 and 4, in the present embodiment, in particular, the first hole 12 is used for placing the steel connecting member 3 in the longitudinal direction (the axial direction of the prefabricated slab), and the second hole 13 is used for placing the steel connecting member 3 in the transverse direction (the radial direction of the prefabricated slab).
In a specific embodiment, as shown in fig. 1, the middle mold further includes a supporting plate 14, the supporting plate 14 is located below the hole slot, and two ends of the supporting plate 14 are fixedly connected to the upper plate mold 1 and the lower plate mold 2 respectively, for fixing the upper plate mold 1 and the lower plate mold 2 in a parallel relationship.
In the present embodiment, specifically, the number of the supporting plates 14 is plural, each supporting plate 14 is welded to the upper plate formwork 1 and the lower plate formwork 2, and since the parallel relationship between the upper plate formwork 1 and the lower plate formwork 2 is fixed, the upper plate and the lower plate which are cast and cured are parallel to each other.
As shown in fig. 1, in the embodiment, two sides of the upper plate side plate 6 are respectively connected to the upper plate cover plate 4 and the upper plate formwork 1 by hinges in a rotating manner, and two sides of the upper plate bottom plate 5 are respectively connected to the upper plate cover plate 4 and the upper plate formwork 1 by hinges in a rotating manner.
In this embodiment, as shown in fig. 5, in particular, the hinge is a detachable hinge, and includes a sub-hinge plate 15, a main hinge plate 16, and a latch, the sub-hinge plate 15 and the main hinge plate 16 are respectively fixedly connected to adjacent plate members, the latch includes a first latch 17 and a second latch 18, the sub-hinge plate 15 is fixedly connected to an insertion tube 19, the first latch 17 and the second latch 18 are slidably connected to opposite ends of the insertion tube 19, a spring 20 is located inside the insertion tube 19 for abutting against the first latch 17 and the second latch 18, and the main hinge plate 16 is fixedly connected to two end tubes 21 for receiving exposed portions of the first latch 17 and the second latch 18. When the hinge needs to be detached, the first bolt 17 and the second bolt 18 are pushed into the insertion tube 19 simultaneously against the pushing force of the spring 20, so that the separation of the sub hinge plate 15 and the main hinge plate 16 can be realized, and the detachment of each plate part is realized.
Specifically, the two side edges of the upper plate bottom plate 5 are respectively rotatably connected to the lower side edge of the upper plate cover plate 4 and the lower side edge of the upper plate template 1 through detachable hinges, and the left side edge and the right side edge of the upper plate side plate 6 are respectively rotatably connected to the upper plate cover plate 4 and the upper plate template 1 through detachable hinges.
As shown in fig. 1, in the embodiment, two sides of the lower plate side plate 9 are respectively connected to the lower plate cover plate 7 and the lower plate formwork 2 by hinges, and two sides of the lower plate bottom plate 8 are respectively connected to the lower plate cover plate 7 and the lower plate formwork 2 by hinges.
In the present embodiment, specifically, the two side edges of the lower plate bottom plate 8 are rotatably connected to the lower side edge of the lower plate cover plate 7 and the lower side edge of the lower plate form 2 through detachable hinges, respectively, and the left and right side edges of the lower plate side plate 9 are rotatably connected to the lower plate cover plate 7 and the lower plate form 2 through detachable hinges, respectively.
It should be noted that the template connecting structure includes but is not limited to the hinge, the template connecting structure has the function of facilitating the detachment and connection of the template, and the connecting structure with the function can be used as the template connecting structure.
As shown in fig. 2 and 6, in a specific embodiment, the steel connector further includes a plurality of intermediate clamps 22, wherein protruding parts 23 are respectively disposed at two ends of the intermediate clamps 22, and the protruding parts 23 are filled in the hole grooves and used for limiting the displacement of the steel connector 3 in the hole grooves.
In this embodiment, specifically, the thickness of the middle fixture 22 is slightly smaller than the distance between the upper plate template 1 and the lower plate template 2, the centers of the two end faces of the middle fixture 22 are respectively provided with a protruding part 23, and the protruding parts 23 are vertically and slidably arranged in the hole slots and used for tightly extruding the steel connecting pieces 3 to the bottoms of the hole slots.
The above description is only for the specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art can easily think of the changes or substitutions within the technical scope of the present invention, and all should be covered within the protection scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.
Claims (8)
1. The utility model provides a one shot forming production mould of prefabricated bottom plate of steel concrete combination which characterized in that includes:
the middle die comprises an upper plate die plate and a lower plate die plate, the upper plate die plate is fixedly connected to the lower plate die plate in parallel, a plurality of hole grooves are axially distributed in the upper plate die plate and the lower plate die plate respectively, and the hole grooves in the upper plate die plate and the hole grooves in the lower plate die plate are in one-to-one correspondence and used for containing steel connecting pieces;
the upper plate assembling part comprises an upper plate cover plate, an upper plate bottom plate and two upper plate side plates, the upper plate cover plate and the upper plate template are oppositely arranged, the two upper plate side plates are oppositely arranged, two side edges of the upper plate side plates are respectively detachably connected with the upper plate cover plate and the upper plate template, and two side edges of the upper plate bottom plate are respectively detachably connected with the upper plate cover plate and the upper plate template;
the lower plate assembly part comprises a lower plate cover plate, a lower plate bottom plate and two lower plate side plates, the lower plate cover plate and the lower plate template are arranged oppositely, the two lower plate side plates are arranged oppositely, two side edges of the lower plate side plates are respectively detachably connected with the lower plate cover plate and the lower plate template, and two side edges of the lower plate bottom plate are respectively detachably connected with the lower plate cover plate and the lower plate template.
2. The one-step forming production mold of the steel reinforced concrete composite prefabricated bottom plate according to claim 1,
a plurality of first reserved longitudinal rib holes are distributed in the upper plate side plate.
3. The one-step forming production mold of the steel reinforced concrete composite prefabricated bottom plate according to claim 1,
and a plurality of second reserved longitudinal rib holes are distributed in the lower plate side plate.
4. The one-step forming production mold of the steel reinforced concrete composite prefabricated bottom plate according to claim 1,
the hole grooves in the upper plate template comprise a plurality of first hole grooves and a plurality of second hole grooves, the first hole grooves and the second hole grooves are arranged alternately, and the width of the first hole grooves is larger than that of the second hole grooves.
5. The one-step forming production mold of the steel reinforced concrete composite prefabricated bottom plate according to claim 1,
the middle die further comprises a supporting plate, the supporting plate is located below the hole groove, and two ends of the supporting plate are fixedly connected to the upper plate template and the lower plate template respectively and used for fixing the parallel relation of the upper plate template and the lower plate template.
6. The mold for one-shot forming production of a steel reinforced concrete composite prefabricated floor according to any one of claims 1 to 5,
two side edges of the upper plate side plate are respectively connected with the upper plate cover plate and the upper plate template through hinges in a rotating mode, and two side edges of the upper plate bottom plate are respectively connected with the upper plate cover plate and the upper plate template through hinges in a rotating mode.
7. The mold for one-shot forming production of a steel reinforced concrete composite prefabricated floor according to any one of claims 1 to 5,
two side edges of the lower plate side plate are respectively connected with the lower plate cover plate and the lower plate template in a rotating mode through hinges, and two side edges of the lower plate bottom plate are respectively connected with the lower plate cover plate and the lower plate template in a rotating mode through hinges.
8. The mold for one-shot forming production of a steel reinforced concrete composite prefabricated floor according to any one of claims 1 to 5,
the steel connecting piece is characterized by further comprising a plurality of middle fixtures, wherein protruding parts are arranged at two ends of each middle fixture respectively and filled in the hole grooves, and the protruding parts are used for limiting the displacement of the steel connecting pieces in the hole grooves.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222609765.8U CN218699886U (en) | 2022-09-30 | 2022-09-30 | One-step forming production die for steel concrete combined prefabricated bottom plate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202222609765.8U CN218699886U (en) | 2022-09-30 | 2022-09-30 | One-step forming production die for steel concrete combined prefabricated bottom plate |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218699886U true CN218699886U (en) | 2023-03-24 |
Family
ID=85637509
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202222609765.8U Active CN218699886U (en) | 2022-09-30 | 2022-09-30 | One-step forming production die for steel concrete combined prefabricated bottom plate |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218699886U (en) |
-
2022
- 2022-09-30 CN CN202222609765.8U patent/CN218699886U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100731593B1 (en) | A pre-fabricating forms for concrete-structure and the construction method thereof | |
| CN101736838A (en) | Superimposed and prestressed reinforced concrete precast panel with ribs | |
| CN114482375B (en) | Construction method of integral joint type reinforced concrete superimposed sheet | |
| CN218699886U (en) | One-step forming production die for steel concrete combined prefabricated bottom plate | |
| CN211143474U (en) | Concrete precast slab and connecting structure | |
| CN111361002A (en) | Rectangular steel formwork for integrally prefabricating reinforced concrete floor and construction method thereof | |
| CN115534070A (en) | One-step forming production die for steel concrete combined prefabricated bottom plate | |
| CN216810535U (en) | Prestressed PC truss bidirectional laminated slab | |
| CN214925420U (en) | Concrete bridge deck slab prefabricated steel formwork side form structure and side form comprising same | |
| CN215368705U (en) | Floor post-cast strip pouring mold structure | |
| CN110778011B (en) | Concrete precast slab, connecting structure and construction method thereof | |
| CN111319119B (en) | Balcony combined mould | |
| CN210562953U (en) | Prefabricated plate and coincide floor | |
| CN112359965A (en) | Precast concrete assembled structure with rib mold structure and construction method thereof | |
| CN112360028A (en) | Steel grating support-free superposed dense rib plate | |
| CN111691598A (en) | A prefabricated even roof beam of high-efficient processing and node structure for superimposed shear wall | |
| CN218990616U (en) | Reinforced concrete precast floor slab free of bottom die installation | |
| CN211466817U (en) | Prefabricated superimposed sheet preparation mould | |
| CN218622853U (en) | Light bearing floor slab frame capable of being assembled quickly | |
| CN219773326U (en) | Support-free composite floor slab | |
| CN215907147U (en) | Laminated slab and assembled building based on same | |
| CN214981840U (en) | Forming die of prefab | |
| CN215442620U (en) | Assembly for non-dismantling type floor slab | |
| CN217782523U (en) | Connection structure of post-cast section of prefabricated superimposed sheet | |
| CN214061940U (en) | Precast concrete assembled structure with rib mold structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |