CN116442358A - Inclined multi-rib high-strength composite wallboard - Google Patents
Inclined multi-rib high-strength composite wallboard Download PDFInfo
- Publication number
- CN116442358A CN116442358A CN202310638996.8A CN202310638996A CN116442358A CN 116442358 A CN116442358 A CN 116442358A CN 202310638996 A CN202310638996 A CN 202310638996A CN 116442358 A CN116442358 A CN 116442358A
- Authority
- CN
- China
- Prior art keywords
- diagonal
- rib
- ring
- composite wallboard
- strength composite
- 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.)
- Pending
Links
- 239000002131 composite material Substances 0.000 title claims abstract description 18
- 239000004567 concrete Substances 0.000 claims abstract description 13
- 239000012530 fluid Substances 0.000 claims abstract description 13
- 230000002093 peripheral effect Effects 0.000 claims abstract description 13
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 10
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 238000004519 manufacturing process Methods 0.000 abstract description 6
- 230000009286 beneficial effect Effects 0.000 description 8
- 238000000034 method Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000004080 punching Methods 0.000 description 2
- 230000001105 regulatory effect Effects 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- 238000005266 casting Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 210000001503 joint Anatomy 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/04—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres
- E04C2/06—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials of concrete or other stone-like material; of asbestos cement; of cement and other mineral fibres reinforced
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/02—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article
- B28B7/025—Moulds with adjustable parts specially for modifying at will the dimensions or form of the moulded article the mould surface being made of or being supported by a plurality of small elements, e.g. to create double curvatures
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/22—Moulds for making units for prefabricated buildings, i.e. units each comprising an important section of at least two limiting planes of a room or space, e.g. cells; Moulds for making prefabricated stair units
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28B—SHAPING CLAY OR OTHER CERAMIC COMPOSITIONS; SHAPING SLAG; SHAPING MIXTURES CONTAINING CEMENTITIOUS MATERIAL, e.g. PLASTER
- B28B7/00—Moulds; Cores; Mandrels
- B28B7/36—Linings or coatings, e.g. removable, absorbent linings, permanent anti-stick coatings; Linings becoming a non-permanent layer of the moulded article
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
- E04C2/382—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels with a frame of concrete or other stone-like substance
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Manufacturing & Machinery (AREA)
- Chemical & Material Sciences (AREA)
- Ceramic Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The invention discloses an inclined rib high-strength composite wallboard, which comprises a rib mold for manufacturing a rib plate, wherein a pouring groove for pouring external concrete fluid is formed in the rib mold, a plurality of rib grooves for manufacturing the rib are formed in the rib mold, the rib grooves are communicated with the pouring groove, the rib grooves are obliquely arranged and are mutually staggered and communicated, inclined supporting rods are arranged in the rib grooves, a plurality of inclined supporting rings for lifting prestress between the inclined supporting rods and the poured rib are arranged on the peripheral wall of each inclined supporting rod, the radial section of each inclined supporting ring is in an arc shape, an adjusting piece for adjusting the radian of the inclined supporting ring is arranged on each inclined supporting ring, a main reinforcing steel bar net is arranged in the pouring groove, and connecting rods are connected between the starting end and the tail end of each inclined supporting rod and the main reinforcing steel bar net. The invention solves the problems that the horizontal rib and the longitudinal rib of the dense rib plate in the prior art are insufficient in strength and are easy to crack obliquely when being applied by external high-strength load.
Description
Technical Field
The invention relates to the technical field of dense rib plates, in particular to an inclined dense rib high-strength composite wallboard.
Background
The dense rib plates are reinforced concrete plates which are poured after trabeculae and reinforcing bars are additionally arranged at the bottom of the plates in order to increase the rigidity of the plates, reduce the span of the plates and the thickness of the plates. When the multi-ribbed composite wallboard structure system is impacted by external high load, the cracks generally develop along the main stress direction, namely obliquely develop, so that oblique cracks appear between the transverse ribs and the longitudinal ribs, the integral strength of the multi-ribbed composite wallboard is further damaged, and even the cracks are expanded when the follow-up high load is impacted, so that the multi-ribbed composite wallboard is cracked and damaged.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides an inclined rib high-strength composite wallboard, which aims to solve the problems that the horizontal ribs and the longitudinal ribs of a dense rib plate in the prior art are insufficient in strength and are easy to crack obliquely when being applied by external high-strength load.
In order to achieve the above purpose, the invention provides an inclined rib high-strength composite wallboard, which comprises a rib mold for manufacturing a rib plate, wherein a pouring groove for pouring external concrete fluid is formed in the rib mold, a plurality of rib grooves for manufacturing the rib are formed in the rib mold, the rib grooves are communicated with the pouring groove, a plurality of rib grooves are obliquely arranged and are communicated with each other in pairs, inclined support rods are arranged in the rib grooves, a plurality of inclined support rings for lifting prestress between the inclined support rods and the poured rib are arranged on the peripheral wall of each inclined support rod, the radial section of each inclined support ring is in an arc shape, an adjusting piece for adjusting the radian of each inclined support ring is arranged on each inclined support ring, a main reinforcing steel bar net is arranged in the pouring groove, and a connecting rod is connected between the starting end and the tail end of each inclined support rod and the main reinforcing bar net.
The technical scheme is beneficial in that: the constructor has all placed the diagonal brace in every dense rib groove, then weld the connecting rod on the diagonal brace with main reinforcing bar net, thereby realize the combination and the connection of a plurality of diagonal brace and main reinforcing bar net, the radian of diagonal brace ring can be adjusted according to the interval between dense rib inslot wall and the diagonal brace ring to constructor in the above-mentioned technique, adjust diagonal brace ring radian through the regulating part, thereby ensure that diagonal brace ring periphery wall can not contact with dense rib inslot wall, the setting of diagonal brace ring and regulating part ensures that the prestressing force is applyed to the concrete fluid when the concrete fluid fills in the aforesaid technique, can shrink and extrude the diagonal brace ring when the concrete fluid solidifies the shaping, with this effort between a plurality of diagonal brace rings and the concrete fluid is opposite to the punching of improvement diagonal brace ring, ensure that diagonal brace ring can provide corresponding prestressing force after the dense rib fills the shaping, this prestressing force can be opposite to the punching of rib when external load impact rib, and then reduce external load dynamics, set up the diagonal brace ring simultaneously and can improve rib self intensity, and the high load capacity of rib, and the setting up and the high load capacity of diagonal brace ring and the rib and the setting up and the slope and can be the crack and can not appear the crack when the high impact rib is high and the rib is set up and the high and is inclined to the rib is high and is inclined to the opposite to the rib and is high and is guaranteed to the high and is impacted on the rib and is guaranteed.
The invention further provides that: the adjusting piece comprises an adjusting screw, the initial end of the adjusting screw is rotatably arranged at the center of the diagonal bracing ring, adjusting holes are formed in the peripheral wall of the diagonal bracing rod corresponding to the positions of each adjusting screw, and the tail end of each adjusting screw is in threaded fit with the corresponding adjacent adjusting holes.
The technical scheme is beneficial in that: when the radian of the diagonal bracing ring needs to be adjusted, an operator can rotate the adjusting screw, the adjusting screw moves in the adjusting hole, the effect of stretching or pulling back the diagonal bracing ring is achieved, the adjustment of the radian of the diagonal bracing ring is achieved, the peripheral wall of the diagonal bracing ring is prevented from being contacted with the inner peripheral wall of the dense rib groove, casting failure is avoided, the diagonal bracing ring can be further tightened through the adjustment of the radian of the diagonal bracing ring by the adjusting screw, the acting force applied by deformation of the adjusting screw can act on concrete fluid, the concrete fluid is further firmly solidified to form the dense rib plate, and the prestress reserved by the diagonal bracing ring can buffer the impact force when the concrete fluid is impacted by high load.
The invention further provides that: the two diagonal braces that stagger each other are a set of diagonal brace group, main reinforcing bar net corresponds every diagonal brace group position and all is provided with the locating plate, the radial cross-section of locating plate is trapezoidal setting, the first perforation that the connecting rod that supplies two adjacent diagonal brace tops worn to establish is seted up at the locating plate top, the second perforation that supplies two adjacent diagonal brace terminal connecting rods to wear to establish is seted up to the locating plate bottom.
The technical scheme is beneficial in that: the setting of locating plate makes when one of them diagonal brace ring and diagonal brace receive the impact can be conducted to the locating plate through the connecting rod on, then by the locating plate on the diagonal brace of another again to this realizes the sharing of impact force, and then improves close floor anti-load intensity and bulk strength.
The invention further provides that: and a conductive shaft is connected between the center of the positioning plate and the main reinforcing steel bar net.
The technical scheme is beneficial in that: the arrangement of the conducting shaft in the technology enables the load born by the locating plate to transmit partial moment to the main reinforcing steel bar net through the conducting shaft, so that impact moment is shared, impact force born by the dense ribs is reduced, and stress concentration is avoided.
The invention further provides that: and a plurality of connecting grooves are formed in the peripheral wall of the diagonal bracing ring along the radian direction of the diagonal bracing ring.
The technical scheme is beneficial in that: the setting of connecting groove can cover connecting groove when the concrete fluid is poured into the pouring groove in above-mentioned technique, and then can strengthen the joint strength between close rib and the bracing ring when the concrete fluid solidifies and forms close rib plate to this improves close rib plate bulk strength.
The invention further provides that: each inclined strut ring both sides all are provided with spacing arch, every spacing protruding inner wall all with adjacent and corresponding inclined strut ring outer wall butt cooperation setting, every spacing arch all is connected with the inclined strut and is set up.
The technical scheme is beneficial in that: the setting of spacing bellied in the above-mentioned technique ensures that the effort that the bracing ring received deformation when bracing ring radian was adjusted can not be fully applied to bracing ring both ends, and then ensures to write well just can trade and can not break out and break away from the diagonal brace.
The invention further provides that: and a plurality of diagonal rings on each diagonal rod are arranged on the diagonal rods in a staggered mode.
The technical scheme is beneficial in that: the diagonal bracing rings are arranged in a staggered mode in the technology, so that the two sides of the dense rib formed by later pouring can be stressed, and the situation that one side without the diagonal bracing rings is impacted in high amount due to stress concentration is avoided.
The invention further provides that: the opposite angles between every two mutually staggered multi-ribbed grooves are arranged at 90 degrees.
The technical scheme is beneficial in that: the relative angle between every two mutually staggered rib grooves is 90 degrees, so that the relative angle between every two adjacent diagonal braces is 90 degrees, the connection strength between every two diagonal braces is further improved, and the strength between every two adjacent rib grooves is also improved.
Drawings
FIG. 1 is a three-dimensional view of the present invention;
FIG. 2 is a three-dimensional view of the present invention with the rib-less mold removed;
fig. 3 is a three-dimensional view of the diagonal braces and rings and their associated structures of the present invention.
Detailed Description
The invention provides an inclined rib high-strength composite wallboard, which comprises a rib mold 1 for manufacturing a rib plate, wherein a pouring groove 11 for pouring external concrete fluid is formed in the rib mold 1, a plurality of rib grooves for manufacturing the rib are formed in the rib mold 1, the rib grooves are communicated with the pouring groove 11, a plurality of rib grooves are obliquely arranged and are mutually staggered and communicated, inclined supporting rods 3 are arranged in the rib grooves, inclined supporting rings 31 for lifting prestress between the inclined supporting rods 3 and the poured rib are arranged on the peripheral wall of each inclined supporting rod 3, the radial section of each inclined supporting ring 31 is arranged in an arc shape, an adjusting piece for adjusting the radian of each inclined supporting ring 31 is arranged on each inclined supporting ring 31, a main reinforcing steel bar net 4 is arranged in each pouring groove 11, each diagonal brace 3 is connected with a connecting rod 41 between the beginning end and the tail end of each diagonal brace 3 and the main reinforcing mesh 4, the adjusting piece comprises an adjusting screw rod 32, the beginning end of the adjusting screw rod 32 is rotatably arranged at the center of the diagonal brace ring 31, adjusting holes 33 are formed in the peripheral wall of each diagonal brace 3 corresponding to the position of each adjusting screw rod 32, the tail ends of each adjusting screw rod 32 are in threaded fit with the adjusting holes 33 respectively adjacent and corresponding to each other, two diagonal braces 3 which are staggered with each other are a group of diagonal braces, a positioning plate 42 is arranged at the position of each diagonal brace group corresponding to the main reinforcing mesh 4, the radial section of the positioning plate 42 is trapezoidal, a first through hole 43 for the connecting rods 41 at the beginning ends of two adjacent diagonal braces 3 to penetrate is formed in the top of the positioning plate 42, a second through hole 44 for the connecting rods 41 at the tail ends of two adjacent diagonal braces 3 to penetrate is formed in the bottom of the positioning plate 42, the center of the locating plate 42 is connected with a conducting shaft 45 between the main reinforcing steel bar net 4, a plurality of connecting grooves are formed in the peripheral wall of the diagonal bracing ring 31 along the radian direction of the diagonal bracing ring, limiting protrusions 34 are arranged on two sides of the diagonal bracing ring 31, the inner walls of the limiting protrusions 34 are in butt joint and matched arrangement with the outer walls of the adjacent and corresponding diagonal bracing rings 31, the limiting protrusions 34 are connected with the diagonal bracing rods 3, the diagonal bracing rings 31 on the diagonal bracing rods 3 are arranged on the diagonal bracing rods 3 in a staggered mode, and the relative angles between the dense rib grooves are arranged at 90 degrees in a staggered mode.
The connecting grooves in the technology are not shown in the drawings of the specification, and the shape and the number of the connecting grooves can be formed on the peripheral wall of the diagonal bracing ring according to actual construction requirements.
While the basic principles and main features of the present invention and advantages of the present invention have been shown and described, it will be understood by those skilled in the art that the present invention is not limited by the foregoing embodiments, which are described in the foregoing specification merely illustrate the principles of the present invention, and various changes and modifications may be made therein without departing from the spirit and scope of the invention, which is defined in the appended claims and their equivalents.
Claims (8)
1. The utility model provides a high strength composite wallboard of oblique close rib, is including being used for making the close rib mould of close rib, set up the pouring slot that supplies external concrete fluid to pour into on the close rib mould, be provided with a plurality of close rib grooves that are used for making close rib on the close rib mould, close rib groove and pouring slot intercommunication set up, its characterized in that: the rib groove is obliquely arranged and is communicated with each other in a staggered mode, the rib grooves are provided with diagonal braces, each diagonal brace is arranged on the peripheral wall of each diagonal brace, a plurality of diagonal brace rings used for lifting the diagonal braces and pre-stressing the rib after pouring are arranged in an arc-shaped mode, each diagonal brace ring is provided with an adjusting piece used for adjusting the radian of each diagonal brace ring, a main reinforcing steel bar net is arranged in each pouring groove, and connecting rods are connected between the starting end and the tail end of each diagonal brace and the main reinforcing steel bar net.
2. A diagonal, multi-ribbed, high-strength composite wallboard according to claim 1, wherein: the adjusting piece comprises an adjusting screw, the initial end of the adjusting screw is rotatably arranged at the center of the diagonal bracing ring, adjusting holes are formed in the peripheral wall of the diagonal bracing rod corresponding to the positions of each adjusting screw, and the tail end of each adjusting screw is in threaded fit with the corresponding adjacent adjusting holes.
3. A diagonal, multi-ribbed, high-strength composite wallboard according to claim 1, wherein: the two diagonal braces that stagger each other are a set of diagonal brace group, main reinforcing bar net corresponds every diagonal brace group position and all is provided with the locating plate, the radial cross-section of locating plate is trapezoidal setting, the first perforation that the connecting rod that supplies two adjacent diagonal brace tops worn to establish is seted up at the locating plate top, the second perforation that supplies two adjacent diagonal brace terminal connecting rods to wear to establish is seted up to the locating plate bottom.
4. A diagonal, multi-ribbed, high strength composite wallboard according to claim 3, wherein: and a conductive shaft is connected between the center of the positioning plate and the main reinforcing steel bar net.
5. A diagonal, multi-ribbed, high-strength composite wallboard according to claim 1, wherein: and a plurality of connecting grooves are formed in the peripheral wall of the diagonal bracing ring along the radian direction of the diagonal bracing ring.
6. A diagonal, multi-ribbed, high-strength composite wallboard according to claim 1, wherein: each inclined strut ring both sides all are provided with spacing arch, every spacing protruding inner wall all with adjacent and corresponding inclined strut ring outer wall butt cooperation setting, every spacing arch all is connected with the inclined strut and is set up.
7. A diagonal, multi-ribbed, high-strength composite wallboard according to claim 1, wherein: and a plurality of diagonal rings on each diagonal rod are arranged on the diagonal rods in a staggered mode.
8. A diagonal, multi-ribbed, high-strength composite wallboard according to claim 1, wherein: the opposite angles between every two mutually staggered multi-ribbed grooves are arranged at 90 degrees.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310638996.8A CN116442358A (en) | 2023-05-31 | 2023-05-31 | Inclined multi-rib high-strength composite wallboard |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202310638996.8A CN116442358A (en) | 2023-05-31 | 2023-05-31 | Inclined multi-rib high-strength composite wallboard |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN116442358A true CN116442358A (en) | 2023-07-18 |
Family
ID=87135911
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202310638996.8A Pending CN116442358A (en) | 2023-05-31 | 2023-05-31 | Inclined multi-rib high-strength composite wallboard |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN116442358A (en) |
-
2023
- 2023-05-31 CN CN202310638996.8A patent/CN116442358A/en active Pending
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