CN211646943U - High-strength wallboard structure - Google Patents
High-strength wallboard structure Download PDFInfo
- Publication number
- CN211646943U CN211646943U CN201922184256.3U CN201922184256U CN211646943U CN 211646943 U CN211646943 U CN 211646943U CN 201922184256 U CN201922184256 U CN 201922184256U CN 211646943 U CN211646943 U CN 211646943U
- Authority
- CN
- China
- Prior art keywords
- steel bar
- wallboard
- reinforcing
- frame
- steel bars
- 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 relates to a high strength wallboard structure, its characterized in that: the wall plate frame comprises a wall plate frame, a prefabricated net group, a reinforced prestressed rib and an inner core layer; the utility model discloses in through the surperficial cover at wallboard frame preset net group structure, with concrete placement together the intensity of the wallboard structure that increases, and adopt the assembled connection in presetting the net group structure, need not the ligature of on-the-spot reinforcing bar, improved wallboard production efficiency, the tip of the strong prestressed reinforcement of inside directly fixes a position through the sleeve pipe in presetting the net group and connects, also directly pours in the concrete, need not the ligature; the internal structures of the wall boards are directly assembled and connected without binding when being installed on site; the staff of reduction has improved and has joined in marriage efficiency, and has improved the intensity of wallboard.
Description
Technical Field
The utility model relates to a wallboard structure field especially relates to a high strength wallboard structure.
Background
With the increasing demand for energy conservation, the performance of the assembled building wall panels and the comprehensive technical indexes thereof, such as durability, reliability and strength, are also drawing more and more attention. Along with the improvement of the building efficiency, the traditional building wallboard mode adopts a support frame to build a reinforcing mesh of the wallboard, and the mode of casting concrete easily causes low construction efficiency, has the defects of long construction period and high cost, particularly needs to implement a large amount of manual operation on site when the reinforcing mesh in the built wallboard is built, has long construction period and low efficiency, and is difficult to ensure the quality stably and reliably; there is therefore a need for a wall panel that can also achieve rapid forming of the wall panel while ensuring high strength of the wall panel.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model is to provide a when can guarantee the high strength of wallboard, also can realize the quick shaping high strength wallboard structure of wallboard.
In order to solve the technical problem, the utility model adopts the technical scheme that: a high strength wallboard structure, its innovation point lies in: the wall plate frame comprises a wall plate frame, a prefabricated net group, a reinforced prestressed rib and an inner core layer;
the wallboard frame is of a cuboid frame structure, the prefabricated net group covers the surface of the wallboard frame, and the edge of the prefabricated net group is welded with the edge of the inner wall of the wallboard frame; the prefabricated net groups between the two surfaces with the largest surface area on the wallboard frame are connected through a plurality of reinforced prestressed tendons; the inner core layer is arranged in the wallboard frame, and the reinforcing prestressed tendons penetrate through the inner core layer; a concrete layer is filled between the wallboard frame and the inner core layer;
the prefabricated net group comprises connecting steel bars and a three-eye-disk type bolt seat, the connecting steel bars are connected through the three-eye-disk type bolt seat to form a regular hexagonal structure serving as regular hexagonal basic units of the prefabricated net group, and the regular hexagonal basic units are spliced into the prefabricated net group structure; the end part of the connecting steel bar is welded with a bolt head matched with the three-eye-disk type bolt seat; the three-eye-disk type plug pin seat comprises a sleeve, three buckles which are uniformly distributed in the circumferential direction are arranged on the sleeve, and a conical plug pin hole for accommodating a plug pin head is formed between each buckle and the sleeve; the ring buckle is provided with a threaded hole communicated with the corresponding conical pin hole; the bolt head is embedded into a conical bolt hole of the three-eye disk type bolt seat, and the bolt head is pressed in the conical bolt hole by a bolt penetrating through a threaded hole on the buckle;
the reinforced prestressed tendons penetrate through the sleeves on the prefabricated net groups on the two surfaces with the largest upper surface area of the wallboard frame to realize the connection between the two prefabricated net groups.
Furthermore, the edge of the wallboard frame is of an angle steel structure.
Furthermore, a wedge groove for accommodating a limiting wedge block is formed in the end face, perpendicular to the extending direction of the connecting steel bar, of the bolt head, and the limiting groove for accommodating the limiting wedge block is internally provided with the limiting wedge block; the limiting wedge block is vertically embedded between a sleeve and a plug pin head of the three-eye disc type plug pin seat in the wedge block groove, and the plug pin head is tightly pushed.
Furthermore, the reinforcing prestressed tendons comprise main reinforcing steel bars and auxiliary reinforcing steel bar groups; the main reinforcing steel bars comprise first reinforcing steel bars, second reinforcing steel bars and third reinforcing steel bars; the first steel bar, the second steel bar and the third steel bar have the same diameter and are distributed in a triangular shape; the auxiliary steel bar group comprises a first auxiliary steel bar and a second auxiliary steel bar, the first auxiliary steel bar and the second auxiliary steel bar are in wave structures, and the wave structures of the first auxiliary steel bar are welded on the first steel bar and the second steel bar along the extending direction of the first steel bar and the second steel bar; the wave structures of the second pair of reinforcing steel bars are welded on the first reinforcing steel bars and the third reinforcing steel bars along the extending direction of the first reinforcing steel bars and the third reinforcing steel bars; the welding point of the first auxiliary steel bar and the second steel bar is positioned at the inner side of the second steel bar; and the welding point of the second auxiliary steel bar and the third steel bar is positioned at the inner side of the third steel bar.
Further, the inner core layer is an EPS plate.
The utility model has the advantages that:
1) the utility model discloses in through the surperficial cover at wallboard frame preset net group structure, with concrete placement together the intensity of the wallboard structure that increases, and adopt the assembled connection in presetting the net group structure, need not the ligature of on-the-spot reinforcing bar, improved wallboard production efficiency, the tip of the strong prestressed reinforcement of inside directly fixes a position through the sleeve pipe in presetting the net group and connects, also directly pours in the concrete, need not the ligature; the internal structures of the wall boards are directly assembled and connected without binding when being installed on site; the staff of reduction has improved and has joined in marriage efficiency, and has improved the intensity of wallboard.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
Fig. 1 is the utility model discloses a sectional structure schematic diagram of high strength wallboard structure.
Fig. 2 is the utility model discloses a high strength wallboard structure's prefabricated net group overlook the schematic structure diagram.
Fig. 3 is the utility model discloses a side view structure schematic diagram of a prefabricated net group of high strength wallboard structure.
Fig. 4 is the utility model discloses a high strength wallboard structure's strengthen prestressed tendons's schematic structure.
Detailed Description
The following examples are presented to enable those skilled in the art to more fully understand the present invention and are not intended to limit the scope of the present invention.
A high strength wall panel structure as shown in fig. 1 to 3 comprises a panel frame 1, a prefabricated net group 2, reinforcing tendons 3 and an inner core layer 4.
The wallboard frame 1 is of a cuboid frame structure, and the edge of the wallboard frame 1 is of an angle steel structure; the prefabricated net group 2 covers the surface of the wallboard frame, and the edge of the prefabricated net group 2 is welded with the edge of the inner wall of the wallboard frame 1; the prefabricated net groups between the two surfaces with the largest surface area on the wallboard frame 1 are connected through a plurality of reinforcing prestressed tendons 3; the inner core layer 4 is arranged in the wallboard frame 1, and the reinforcing prestressed tendons 3 penetrate through the inner core layer; concrete layers are filled between the wallboard frame 1 and the inner core layer 4, and the inner core layer 4 is an EPS board.
The prefabricated net group 2 comprises connecting steel bars 21 and three-eye disk type bolt seats 22, the connecting steel bars 21 are connected through the three-eye disk type bolt seats 22 to form a regular hexagonal structure as regular hexagonal basic units of the prefabricated net group 2, and the regular hexagonal basic units are spliced into a prefabricated net group 2 structure; the end of the connecting steel bar 21 is welded with a bolt head 211 matched with the three-eye-disk type bolt seat 22; the three-eye-disk type plug seat 22 comprises a sleeve 221, three buckles 222 which are uniformly distributed in the circumferential direction are arranged on the sleeve 221, and a conical pin hole for accommodating the plug head 211 is formed between each buckle 222 and the sleeve 221; the ring buckle 222 is provided with a threaded hole communicated with the corresponding conical pin hole; the pin head 211 is embedded in the conical pin hole of the three-eye disc type pin seat 22, and the pin head 211 is pressed in the conical pin hole by a bolt passing through a threaded hole on the ring buckle 222; the end surface of the bolt head 211 perpendicular to the extending direction of the connecting steel bar 21 is provided with a wedge groove for accommodating a limiting wedge block, and the limiting groove for accommodating the limiting wedge block is internally provided with a limiting wedge block 23; the limiting wedge block 23 is vertically embedded between the sleeve 221 of the three-eye disk type bolt seat 22 and the bolt head 211 in the wedge block groove, so that the bolt head 211 is tightly pressed.
The reinforced prestressed tendons 3 penetrate through the sleeves on the two prefabricated net groups 2 on the two surfaces with the largest upper surface area of the wallboard frame to realize the connection between the two prefabricated net groups 2.
The reinforcing prestressed tendons 3 comprise main reinforcing steel bars 31 and auxiliary reinforcing steel bar groups 32; the main reinforcement includes a first reinforcement 311, a second reinforcement 312, and a third reinforcement 313; the first steel bar 311, the second steel bar 312 and the third steel bar 313 have the same diameter and are distributed in a triangular shape; the secondary reinforcing steel bar group 32 comprises a first secondary reinforcing steel bar 321 and a second secondary reinforcing steel bar 322, the first secondary reinforcing steel bar 321 and the second secondary reinforcing steel bar 322 are in wave structures, and the wave structures of the first secondary reinforcing steel bar 321 are welded on the first reinforcing steel bar 311 and the second reinforcing steel bar 312 along the extending direction of the first reinforcing steel bar 311 and the second reinforcing steel bar 312; the wave structure of the second pair of reinforcing bars 322 is welded to the first reinforcing bar 311 and the third reinforcing bar 313 along the extending direction of the first reinforcing bar 311 and the third reinforcing bar 313; the welding point of the first auxiliary reinforcing steel bar 321 and the second reinforcing steel bar 312 is positioned at the inner side of the second reinforcing steel bar 312; the welding point of the second pair of reinforcing bars 322 and the third reinforcing bar 313 is positioned at the inner side of the third reinforcing bar 313.
It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (5)
1. A high strength wallboard structure which characterized in that: the wall plate frame comprises a wall plate frame, a prefabricated net group, a reinforced prestressed rib and an inner core layer;
the wallboard frame is of a cuboid frame structure, the prefabricated net group covers the surface of the wallboard frame, and the edge of the prefabricated net group is welded with the edge of the inner wall of the wallboard frame; the prefabricated net groups between the two surfaces with the largest surface area on the wallboard frame are connected through a plurality of reinforced prestressed tendons; the inner core layer is arranged in the wallboard frame, and the reinforcing prestressed tendons penetrate through the inner core layer; a concrete layer is filled between the wallboard frame and the inner core layer;
the prefabricated net group comprises connecting steel bars and a three-eye-disk type bolt seat, the connecting steel bars are connected through the three-eye-disk type bolt seat to form a regular hexagonal structure serving as regular hexagonal basic units of the prefabricated net group, and the regular hexagonal basic units are spliced into the prefabricated net group structure; the end part of the connecting steel bar is welded with a bolt head matched with the three-eye-disk type bolt seat; the three-eye-disk type plug pin seat comprises a sleeve, three buckles which are uniformly distributed in the circumferential direction are arranged on the sleeve, and a conical plug pin hole for accommodating a plug pin head is formed between each buckle and the sleeve; the ring buckle is provided with a threaded hole communicated with the corresponding conical pin hole; the bolt head is embedded into a conical bolt hole of the three-eye disk type bolt seat, and the bolt head is pressed in the conical bolt hole by a bolt penetrating through a threaded hole on the buckle;
the reinforced prestressed tendons penetrate through the sleeves on the prefabricated net groups on the two surfaces with the largest upper surface area of the wallboard frame to realize the connection between the two prefabricated net groups.
2. A high strength wallboard structure in accordance with claim 1 wherein: the edge of the wallboard frame is of an angle steel structure.
3. A high strength wallboard structure in accordance with claim 1 wherein: a wedge block groove for accommodating a limiting wedge block is formed in the end face, perpendicular to the extending direction of the connecting steel bar, of the bolt head, and the limiting groove for accommodating the limiting wedge block is internally provided with the limiting wedge block; the limiting wedge block is vertically embedded between a sleeve and a plug pin head of the three-eye disc type plug pin seat in the wedge block groove, and the plug pin head is tightly pushed.
4. A high strength wallboard structure in accordance with claim 1 wherein: the reinforced prestressed tendons comprise main reinforcing steel bars and auxiliary reinforcing steel bar groups; the main reinforcing steel bars comprise first reinforcing steel bars, second reinforcing steel bars and third reinforcing steel bars; the first steel bar, the second steel bar and the third steel bar have the same diameter and are distributed in a triangular shape; the auxiliary steel bar group comprises a first auxiliary steel bar and a second auxiliary steel bar, the first auxiliary steel bar and the second auxiliary steel bar are in wave structures, and the wave structures of the first auxiliary steel bar are welded on the first steel bar and the second steel bar along the extending direction of the first steel bar and the second steel bar; the wave structures of the second pair of reinforcing steel bars are welded on the first reinforcing steel bars and the third reinforcing steel bars along the extending direction of the first reinforcing steel bars and the third reinforcing steel bars; the welding point of the first auxiliary steel bar and the second steel bar is positioned at the inner side of the second steel bar; and the welding point of the second auxiliary steel bar and the third steel bar is positioned at the inner side of the third steel bar.
5. A high strength wallboard structure in accordance with claim 1 wherein: the inner core layer is an EPS plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922184256.3U CN211646943U (en) | 2019-12-09 | 2019-12-09 | High-strength wallboard structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201922184256.3U CN211646943U (en) | 2019-12-09 | 2019-12-09 | High-strength wallboard structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211646943U true CN211646943U (en) | 2020-10-09 |
Family
ID=72695103
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201922184256.3U Active CN211646943U (en) | 2019-12-09 | 2019-12-09 | High-strength wallboard structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211646943U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047515A (en) * | 2021-03-15 | 2021-06-29 | 享城科建(北京)科技发展有限公司 | Connecting structure of sandwich wallboard, sandwich wallboard and preparation method of sandwich wallboard |
-
2019
- 2019-12-09 CN CN201922184256.3U patent/CN211646943U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113047515A (en) * | 2021-03-15 | 2021-06-29 | 享城科建(北京)科技发展有限公司 | Connecting structure of sandwich wallboard, sandwich wallboard and preparation method of sandwich wallboard |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208668721U (en) | Detachable prefabricated assembled steel-concrete composite beam plate | |
| CN211396208U (en) | Green type coincide floor's mosaic structure | |
| CN209025221U (en) | A kind of Self-resetting concrete filled steel tube concrete frame joint of web strips energy consumption part | |
| CN211646943U (en) | High-strength wallboard structure | |
| CN102776829A (en) | Steel pipe concrete combined truss bridge | |
| CN203755443U (en) | Assembly integrated type overlapping frame structure | |
| CN108035444B (en) | Method for connecting double-steel-plate shear wall and floor slab hogging moment reinforcing steel bars | |
| CN102182267A (en) | Reinforced concrete overlapping hollow floor system | |
| CN201649433U (en) | Ribbed reinforced concrete prefabricated part plate | |
| CN104032861B (en) | Mixing coupled wall steel column and non-energy dissipating beam connecting node structure and construction method thereof | |
| CN205839992U (en) | The assembling structure of precast concrete beam and composite steel tube concrete column | |
| CN210049440U (en) | T-shaped node of steel concrete composite pipe with high shear strength | |
| CN210177806U (en) | Detachable prefabricated steel-concrete combined beam | |
| CN210368595U (en) | Combined beam | |
| CN104196023A (en) | Precast concrete tubular pile tip with mechanical connection device and using method of precast concrete tubular pile tip | |
| CN209468857U (en) | A kind of connecting node of prefabricated prestressed concrete beam | |
| CN209179329U (en) | A kind of new reinforcing steel bar connection structure convenient for reinforcing bar connection | |
| CN103437493A (en) | Connecting node of prefabricated reinforced concrete beam and construction method of connecting node | |
| CN203559359U (en) | Steel girder for reinforcing rigid frame arch bridge beam | |
| CN205976532U (en) | Sleeve grout connection structure and wall body | |
| CN201785874U (en) | Connecting structure of steel platform and reinforced concrete chimney wall | |
| CN210439668U (en) | Corrugated steel combined template and corrugated steel-concrete combined member | |
| CN201245919Y (en) | Anti-cracking light partition board | |
| CN204898944U (en) | Steel plate concrete that cracks combination power consumption shear force wall | |
| CN210049441U (en) | T-shaped joint of T-shaped steel and threaded sleeve assembled and connected type steel concrete combined pipe |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |