CN204081209U - A kind of high strength honeycomb core component - Google Patents
A kind of high strength honeycomb core component Download PDFInfo
- Publication number
- CN204081209U CN204081209U CN201420538840.9U CN201420538840U CN204081209U CN 204081209 U CN204081209 U CN 204081209U CN 201420538840 U CN201420538840 U CN 201420538840U CN 204081209 U CN204081209 U CN 204081209U
- Authority
- CN
- China
- Prior art keywords
- top board
- base plate
- honeycomb core
- side plate
- core component
- 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.)
- Expired - Fee Related
Links
Landscapes
- Floor Finish (AREA)
Abstract
The utility model discloses a kind of high strength honeycomb core component, comprise top board, the side plate be made up of reinforcing bar and concrete of base plate and top board bottom thereof, top board, a pressure-bearing cavity is formed between base plate and side plate, a ribs extended to top board direction from base plate is provided with in pressure-bearing cavity, the threaded rod through top board is embedded with by concreting in the side plate of both sides, top board is fixed by clamp nut and side plate through threaded rod, be symmetrically arranged with through ribs the arcuate resilient acted on respectively on base plate and top board in pressure-bearing cavity and support floor, the both ends that arcuate resilient supports floor are all connected with the threaded rod be embedded in biside plate.Floor is supported by being symmetrical arranged arcuate resilient in pressure-bearing cavity, make top board identical with the power transmission of base plate bidirectional stress, substantially increase the compressive strength of this honeycomb core component, the modular construction of top board and base plate, construct convenient, the utility model has obvious economic benefit and social benefit.
Description
Technical field
The utility model belongs to architectural prefab technical field, particularly relates to a kind of high strength honeycomb core component.
Background technology
Honeycomb core is with the strong inorganic binder of superelevation for primary raw material, auxiliary with fiber reinforcement, compounded one overall, with the evacuated mould component of ribs, honeycomb core nest wall has the ribs strengthening impact property and intensity, and base plate has ribs, and accompany reinforcing bar in base plate, gauze wire cloth.Honeycomb core can make the excellent hollow unit of mechanical characteristic, in cast-in-place concrete hollow structure, form entirety with steel bar concrete.Honeycomb core because of its have that self-strength is large, cost is low, easy construction is quick, from heavy and light, heat insulation, insulation, sound insulation, space can interval, bidirectional stress power transmission is identical, deflection deformation is little, shearing resistance torsional property is good, shock resistance is good premium properties flexibly, be widely used in without the need to the advantage of furred ceiling compared with the market of large span, larger large bay, office premises, teaching building, highrise building, garage, large conference room, multi storied industrial factory building etc. without dynamic load.
CN 202809978 U discloses a kind of honeycomb core, comprise casing (1) and bottom (2), described casing is set to solid construction, arrange hollow cylinder (4) in casing, structure suspension ring (5) are arranged in hollow cylinder and structure suspension ring bottom and are connected with the reinforced mesh (6) of bottom; Tank floor contacts with bottom, and casing contacts with bottom shape all-in-one-piece face by making bottom surface from the cement paste of hollow column internal casting.
CN202031242U discloses a kind of honeycomb core, comprise honeycomb body, top board, base plate and side plate, the upper strip groove of ring surrounding is provided with between described top board and side plate, also the lower strip groove of ring surrounding is provided with between described base plate and side plate, be provided with reinforcing bar in described base plate, and part extends base plate.
Although above-mentioned honeycomb core structure has casing with bottom in conjunction with firm, difficult drop-off, and the advantage of not easily loss, but still there are some defects, such as solid cost of manufacture is higher, because weight is large, during its construction, labor strength is comparatively large, and hollow-core construction only arranges support in edge, the non-constant of its flexural strength, for the later stage safety of construction building hides some dangers for.
Summary of the invention
For the deficiency that prior art exists, technical problem to be solved in the utility model is, provides that a kind of structure is simple, cost of manufacture is cheap, easy construction, is widely used and the large high strength honeycomb core component of bending resistance compressive strength.
For solving the problems of the technologies described above, technical solution adopted in the utility model is: a kind of high strength honeycomb core component, comprise top board, the side plate be made up of reinforcing bar and concrete of base plate and top board bottom thereof, described top board, a pressure-bearing cavity is formed between base plate and side plate, a ribs extended to top board direction from base plate is provided with in described pressure-bearing cavity, the threaded rod through top board is embedded with by concreting in the side plate of described both sides, top board is fixed by clamp nut and side plate through threaded rod, be symmetrically arranged with through ribs the arcuate resilient acted on respectively on base plate and top board in described pressure-bearing cavity and support floor, the both ends that described arcuate resilient supports floor are all connected with the threaded rod be embedded in biside plate.
Above-mentioned high strength honeycomb core component, the top that described arcuate resilient supports floor offers through hole, and ribs holds out against through through hole and top board.
Above-mentioned high strength honeycomb core component, the both ends that described arcuate resilient supports floor are respectively arranged with connection leg, and connection leg offers breach, and described connection leg is by breach and threaded rod clamping.
Above-mentioned high strength honeycomb core component, described arcuate resilient support floor is provided with multiple along the length direction of side plate.
Above-mentioned high strength honeycomb core component, described ribs is set to hollow-core construction.
The advantage of the utility model high strength honeycomb core component is: base plate and side plate formed by integrally casting shaping, easy to make, there is pressure-bearing cavity structure, not only serve heat insulation, insulation, the effect of sound insulation, and greatly reduce the weight of this honeycomb core component, not only save material, and easy construction, reduce the labour intensity of workman, floor is supported by being symmetrical arranged arcuate resilient in pressure-bearing cavity, make top board identical with the power transmission of base plate bidirectional stress, substantially increase the compressive strength of this honeycomb core component, the modular construction of top board and base plate, construct convenient, the utility model has obvious economic benefit and social benefit.
Accompanying drawing explanation
Fig. 1 is full sectional view of the present utility model;
Fig. 2 is the structural representation that arcuate resilient supports floor;
Fig. 3 is that arcuate resilient supports the connection leg of floor and the partial structurtes enlarged diagram of threaded rod clamping.
Detailed description of the invention
Below in conjunction with drawings and the specific embodiments, the utility model is described in further details;
As shown in Figure 1, 2, 3, a kind of high strength honeycomb core component, comprise the side plate 3 be made up of reinforcing bar and concrete of top board 1, base plate 2 and top board 1 bottom thereof, base plate 2 is shaping with side plate 3 formed by integrally casting, a pressure-bearing cavity 4 is formed between described top board 1, base plate 2 and side plate 3, be provided with a ribs 5 extended to the direction of top board 1 from base plate 2 in described pressure-bearing cavity 4, described ribs 5 is set to hollow-core construction, can filled glass fiber resin material 6 in hollow-core construction.The threaded rod 7 through top board 1 is embedded with by concreting in described both sides side plate 3, preformed hole on top board 1, hole on top board 1 is fixed by clamp nut 8 and side plate 3 through threaded rod 7, be symmetrically arranged with through ribs 5 arcuate resilient acted on respectively on base plate 2 and top board 1 in described pressure-bearing cavity 4 and support floor 9, the top that described arcuate resilient supports floor 9 offers through hole 10, and ribs 5 holds out against through through hole 10 and top board 1.The both ends that described arcuate resilient supports floor 9 are all connected with the threaded rod 7 be embedded in biside plate 1.The both ends that described arcuate resilient supports floor 9 are respectively arranged with connection leg 11, and connection leg 11 offers breach 12, and described connection leg 11 is by breach 12 and threaded rod 7 clamping.According to the requirement of strength of different construction environment and building, described arcuate resilient supports floor 9 and can be provided with multiple along the length direction of side plate 3.
Certainly, above-mentioned explanation is not to restriction of the present utility model, and the utility model is also not limited to above-mentioned citing; those skilled in the art; in essential scope of the present utility model, the change made, remodeling, interpolation or replacement, all should belong to protection domain of the present utility model.
Claims (5)
1. a high strength honeycomb core component, comprise top board, the side plate be made up of reinforcing bar and concrete of base plate and top board bottom thereof, described top board, a pressure-bearing cavity is formed between base plate and side plate, a ribs extended to top board direction from base plate is provided with in described pressure-bearing cavity, it is characterized in that: in the side plate of described both sides, be embedded with the threaded rod through top board by concreting, top board is fixed by clamp nut and side plate through threaded rod, be symmetrically arranged with through ribs the arcuate resilient acted on respectively on base plate and top board in described pressure-bearing cavity and support floor, the both ends that described arcuate resilient supports floor are all connected with the threaded rod be embedded in biside plate.
2. high strength honeycomb core component according to claim 1, is characterized in that: the top that described arcuate resilient supports floor offers through hole, and ribs holds out against through through hole and top board.
3. high strength honeycomb core component according to claim 1, is characterized in that: the both ends that described arcuate resilient supports floor are respectively arranged with connection leg, and connection leg offers breach, and described connection leg is by breach and threaded rod clamping.
4. high strength honeycomb core component according to claim 1, is characterized in that: described arcuate resilient support floor is provided with multiple along the length direction of side plate.
5. high strength honeycomb core component according to claim 1, is characterized in that: described ribs is set to hollow-core construction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420538840.9U CN204081209U (en) | 2014-09-19 | 2014-09-19 | A kind of high strength honeycomb core component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420538840.9U CN204081209U (en) | 2014-09-19 | 2014-09-19 | A kind of high strength honeycomb core component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204081209U true CN204081209U (en) | 2015-01-07 |
Family
ID=52173943
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420538840.9U Expired - Fee Related CN204081209U (en) | 2014-09-19 | 2014-09-19 | A kind of high strength honeycomb core component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204081209U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114809431A (en) * | 2022-05-17 | 2022-07-29 | 东台市圣德尔耐热材料有限公司 | High-strength fireproof heat-insulating brick and preparation method thereof |
-
2014
- 2014-09-19 CN CN201420538840.9U patent/CN204081209U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114809431A (en) * | 2022-05-17 | 2022-07-29 | 东台市圣德尔耐热材料有限公司 | High-strength fireproof heat-insulating brick and preparation method thereof |
| CN114809431B (en) * | 2022-05-17 | 2024-05-03 | 东台市圣德尔耐热材料有限公司 | High-strength fireproof heat-insulating brick and preparation method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104563384B (en) | A kind of decoration integrated large scale prefabricated out-hung panel of structural thermal insulation and preparation method thereof | |
| CN104110095A (en) | Pre-cast shear wall and production method thereof | |
| CN104831829A (en) | Integrated prefabrication method for connecting concrete shear wall and filler wall | |
| CN108035481A (en) | A kind of band wears the building block of muscle structure | |
| CN204781575U (en) | Structure keeps warm and decorates outer wall hanging plate of large -scale prefabrication of integration | |
| CN105350703A (en) | Lightweight-aggregate cell-concrete large prefabricated externally-hung wallboard, manufacturing method thereof and installing method thereof | |
| CN204081209U (en) | A kind of high strength honeycomb core component | |
| CN202152508U (en) | Light composite wallboard | |
| CN204098314U (en) | Steel plate combination floor | |
| CN107938934B (en) | Composite reinforced wood skeleton wallboard and on-site rapid assembly method | |
| CN203284961U (en) | Composite inorganic fireproof thermal insulation wallboard | |
| CN203514534U (en) | Steel channel web inserted type connection joint structure between steel girders and square concrete-filled steel-tubular column | |
| CN104727469B (en) | A kind of staircase prefabricated reinforced concrete fire barrier structure and construction thereof | |
| CN104005496A (en) | Fabricated environment-friendly external wall | |
| CN110863584A (en) | A L type self preservation temperature shear force wall prefabricated plate for prefabricated construction corner | |
| CN203499098U (en) | Compound external wallboard with reinforced concrete external layer | |
| CN206636041U (en) | A kind of building block with inner supporting structure | |
| CN205314269U (en) | One -way superimposed sheet of concrete side inter -plate seam construction | |
| CN215368219U (en) | Assembled steel wire mesh sheet reinforced light ceramsite wallboard | |
| CN205713074U (en) | Fireproof heat insulating template | |
| CN205476047U (en) | A assembled EPS module with filling heat preservation composite wall panel for steel construction wall body | |
| CN104088400A (en) | T-shaped steel pipe-steel rib recycled concrete combination column | |
| CN205348475U (en) | Formula wall body is filled in environmental protection and energy saving | |
| CN204590260U (en) | A kind of timber buildings beam-column connection structure | |
| CN204059942U (en) | Compound heat preservation die plate |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150107 Termination date: 20160919 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |