CN218928836U - Antinode fossil fragments structural slab - Google Patents

Antinode fossil fragments structural slab Download PDF

Info

Publication number
CN218928836U
CN218928836U CN202320123921.1U CN202320123921U CN218928836U CN 218928836 U CN218928836 U CN 218928836U CN 202320123921 U CN202320123921 U CN 202320123921U CN 218928836 U CN218928836 U CN 218928836U
Authority
CN
China
Prior art keywords
plate
antinode
plates
shroud
keel structure
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
Application number
CN202320123921.1U
Other languages
Chinese (zh)
Inventor
张子益
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Xianbo Construction Technology Co ltd
Original Assignee
Xianbo Construction Technology Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Xianbo Construction Technology Co ltd filed Critical Xianbo Construction Technology Co ltd
Priority to CN202320123921.1U priority Critical patent/CN218928836U/en
Application granted granted Critical
Publication of CN218928836U publication Critical patent/CN218928836U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A30/00Adapting or protecting infrastructure or their operation
    • Y02A30/24Structural elements or technologies for improving thermal insulation
    • Y02A30/244Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires

Landscapes

  • Laminated Bodies (AREA)

Abstract

The utility model discloses an antinode keel structure plate, and relates to the technical field of structure plates. The novel corrugated board comprises an upper shroud plate and a lower shroud plate, wherein a plurality of corrugated boards are fixedly connected between the upper shroud plate and the lower shroud plate, a plurality of convex surfaces and a plurality of concave surfaces are alternately arranged on the corrugated boards in parallel, the convex surfaces are connected with the concave surfaces through connecting surfaces, and material stealing holes are formed in the concave surfaces and the convex surfaces. The utility model has the beneficial effects that: the steel plate is made of stainless steel, titanium alloy plates, galvanized plates, cold-rolled plates and other materials, and has the advantages of light weight, high bending strength, long service life and high processing efficiency; the wave web plate is adopted as the keel, so that the stability is good; the material stealing holes are formed, so that the material is saved, the weight is reduced, and the weight is light and the cost is saved; the flanging is arranged, so that the strength is improved and the welding is convenient; setting a rock cotton sliver, preventing fire, preserving heat and insulating sound; the high-speed low-cost mass production can be realized through roll forming and automatic welding.

Description

Antinode fossil fragments structural slab
Technical Field
The utility model relates to the technical field of structural plates, in particular to an antinode keel structural plate.
Background
The traditional floor must pour concrete to guarantee that the structure of floor possesses bending strength etc. but the concreting of concrete needs longer time, therefore production efficiency is low, and this kind of floor life-span is shorter, only about 50 years, can't reutilization after demolishing, waste resources, pollution environment.
The stainless steel has strong corrosion resistance, can be durable for thousands of years, has high bending strength and high processing efficiency, and can solve a part of the problems, so that a structural plate can be made of stainless steel to replace the traditional floor.
The existing stainless steel core plate structure adopts a plurality of stainless steel pipes as a supporting body, has good performance, but the core plate needs to adopt more stainless steel pipes as the supporting body, so that on one hand, the cost is increased, on the other hand, the weight of the whole core plate is increased, in addition, the welding requirement of the stainless steel pipes is strict, special welding equipment is needed for completion, and the whole process of the stainless steel core plate structure greatly increases the cost.
Based on this, the applicant has proposed an antinode keel structure plate to solve the above technical problems.
Disclosure of Invention
Aiming at the defects in the prior art, the utility model provides the antinode keel structure plate which has light weight, high bending strength and long service life, can be produced in a large scale with low cost, and is suitable for various scenes such as bridge plates, road panels, shells of high-speed trains of ships, automobiles and planes, fan blades of wind driven generators and the like.
The utility model is solved by the following technical scheme:
an antinode fossil fragments structural slab, includes cladding plate and lower cladding plate, go up the cladding plate with fixedly connected with a plurality of ripples web between the cladding plate down.
Preferably, the wave web is alternately provided with a plurality of convex surfaces and a plurality of concave surfaces in parallel, and the convex surfaces and the concave surfaces are connected through connecting surfaces.
Preferably, the parallel array of antinode plates is arranged between the upper and lower cladding plates.
Preferably, the antinode plates are alternately arranged between the upper shroud plate and the lower shroud plate, and the convex surfaces of two adjacent antinode plates are opposite to the concave surfaces.
Preferably, the included angle between the connecting surface and the convex surface is 135 degrees, and the included angle between the connecting surface and the concave surface is 135 degrees.
Preferably, the distance between the convex surface and the concave surface is 10-30 mm.
Preferably, the concave surface and the convex surface are both provided with a material stealing hole.
Preferably, the stealing holes are drum-shaped.
Preferably, the flat plate is rolled into a "C" plate, the upper side of the "C" plate being the upper shroud plate and the lower side of the "C" plate being the lower shroud plate.
Preferably, the side surface of the 'C' -shaped plate is also provided with a material stealing hole corresponding to the material stealing hole of the antinode plate.
Preferably, the material stealing hole is provided with a flanging.
Preferably, the flanging is 4-6 mm.
Preferably, the antinode plates are fixedly connected with the upper and lower cladding plates by welding.
Preferably, a filler is further provided between the upper and lower cladding sheets.
Preferably, the filler comprises a rock wool sliver.
Preferably, the materials of the upper cladding plate, the lower cladding plate and the antinode plate comprise stainless steel or titanium alloy plates or galvanized plates or cold-rolled plates or other steel plates.
Preferably, a C-shaped steel or a wave web plate or a sealing edge of the C-shaped steel and the antinode plate is further arranged between the upper cladding plate and the lower cladding plate.
The manufacturing process of the antinode keel structural plate comprises the following steps: step A: rolling the flat plate into an antinode plate, punching holes on the convex surface and the concave surface of the antinode plate, and arranging a flanging; and (B) step (B): welding and fixing a plurality of antinode plates between an upper shroud plate and a lower shroud plate; step C: sealing edges by using C-shaped steel or a wave web plate or the C-shaped steel and an antinode plate; step D: a filler is disposed between the upper and lower cladding sheets.
Preferably, the welding in the step B is to fix the antinode plates by robot row spot welding or laser welding.
Preferably, the wave web plates in the step B are welded and fixed at equal intervals, and the interval between two adjacent wave web plates is 120-140 mm.
Preferably, the rock wool tops in step C are the same thickness as the spacing between the antinode plates.
Preferably, the filler in step D comprises a rock wool strip.
The utility model has the beneficial effects that: the steel plate is made of stainless steel, titanium alloy plates, galvanized plates, cold-rolled plates and other materials, and has the advantages of light weight, high bending strength, long service life and high processing efficiency; the wave web plate is adopted as the keel, so that the stability is good; the material stealing holes are formed, so that the material is saved, the weight is reduced, and the weight is light and the cost is saved; the flanging is arranged, so that the strength is improved and the welding is convenient; setting a rock cotton sliver, preventing fire, preserving heat and insulating sound; the high-speed low-cost mass production can be realized through roll forming and automatic welding; the application range is wide, and the device is suitable for a bridge plate, a road panel, a shell of a ship, an automobile, an airplane and a high-speed train, a fan blade of a wind driven generator and the like.
Drawings
In order to more clearly illustrate the embodiments of the present utility model or the technical solutions in the prior art, the following discussion will discuss the embodiments or the drawings required in the description of the prior art, and it is obvious that the technical solutions described in connection with the drawings are only some embodiments of the present utility model, and that other embodiments and drawings thereof can be obtained according to the embodiments shown in the drawings without inventive effort for a person skilled in the art.
Fig. 1 is a schematic perspective view of the present utility model.
Fig. 2 is a schematic view of an antinode plate arrangement of the present utility model.
Fig. 3 is a schematic perspective view of the present utility model.
Fig. 4 is a schematic view of an antinode plate arrangement of the present utility model.
Fig. 5 is a schematic perspective view of the present utility model.
Fig. 6 is a schematic view of an antinode plate arrangement of the present utility model.
Fig. 7 is a schematic perspective view of the present utility model.
Fig. 8 is a schematic view of an antinode plate arrangement of the present utility model.
Fig. 9 is a schematic perspective view of an antinode plate according to the present utility model.
Fig. 10 is an enlarged partial schematic view of an antinode plate of the present utility model.
In the figure: 1. the upper cladding plate, 2, lower cladding plate, 3, ripples web, 4, steal the material hole, 5, turn-ups, 6, convex, 7, concave, 8, the junction surface.
Description of the embodiments
The following description of the embodiments of the present utility model will be made in detail and with reference to the accompanying drawings, wherein it is apparent that the embodiments described are only some, but not all embodiments of the present utility model. All other embodiments, which can be made by a person of ordinary skill in the art without the need for inventive faculty, are within the scope of the utility model, based on the embodiments described in the present utility model.
Example 1
As shown in fig. 1 to 2 and fig. 9 to 10, the antinode keel structure plate of the utility model comprises an upper cladding plate 1 and a lower cladding plate 2, stainless steel plates with the length of 1220mm and the thickness of 1.5mm are flattened to 12 m-16 m, or can be flattened to any size according to actual needs and rolled into a C-shaped plate, the upper side of the C-shaped plate is the upper cladding plate 1, the lower side of the C-shaped plate is the lower cladding plate 2, a plurality of antinode plates 3 are fixedly connected between the upper cladding plate 1 and the lower cladding plate 2 through welding, the antinode plates 3 are arranged between the upper cladding plate 1 and the lower cladding plate 2 in a parallel array, the thickness of the antinode plates 3 is 0.5mm, the distance between the adjacent antinode plates 3 is about 130mm, and when the anti-node keel structure plate is used for building floors or wallboards, a plurality of rock strips are filled between the upper cladding plate 1 and the lower cladding plate 2, the anti-theft device is used for heat preservation, fire prevention and sound insulation, and is used for other aspects without filling rock slivers, the thickness of the rock slivers is about 130mm, a plurality of convex surfaces 6 and a plurality of concave surfaces 7 are alternately arranged on the anti-node plate 3 in parallel, the convex surfaces 6 and the concave surfaces 7 are connected through connecting surfaces 8, an included angle between the connecting surfaces 8 and the convex surfaces 6 is 135 degrees, an included angle between the connecting surfaces 8 and the concave surfaces 7 is 135 degrees, the spacing between the convex surfaces 6 and the concave surfaces 7 is 20mm, the concave surfaces 7 and the convex surfaces 6 are all provided with stealing holes 4, the stealing holes 4 are drum-shaped, the side surfaces of the C-shaped plate are also provided with stealing holes 4 corresponding to the stealing holes 4 of the anti-node plate 3, the stealing holes 4 are provided with flanging 5 for improving strength and facilitating welding, the flanging 5 is 5mm, and the upper cladding plate 1 is provided with a flange, the lower cladding plate 2 and the antinode plate 3 are made of stainless steel or titanium alloy plates or galvanized plates or cold-rolled plates or other steel plates, and a C-shaped steel edge seal is further arranged between the upper cladding plate 1 and the lower cladding plate 2.
The manufacturing process of the antinode keel structural plate comprises the following steps: step A: rolling the flat plate into an anti-node plate 3, punching holes on the convex surface 6 and the concave surface 7 of the anti-node plate 3, and arranging a flanging 5; and (B) step (B): a plurality of antinode plates 3 are welded between an upper shroud plate 1 and a lower shroud plate 2 at equal intervals in a robot row spot welding or laser welding fixing mode, and the interval between two adjacent antinode plates 3 is 130mm; step C: sealing edges by C-shaped steel; step D: a plurality of rock wool strips are filled between the upper cladding plate 1 and the lower cladding plate 2, and the thickness of the rock wool strips is the same as the interval between the antinode plates 3.
Example 2
As shown in fig. 3 to 4 and 9 to 10, the antinode keel structure plate of the utility model comprises an upper cladding plate 1 and a lower cladding plate 2, stainless steel plates with the length of 1220mm and the thickness of 1.5mm are flattened to 12 m-16 m, or can be flattened to any size according to actual needs and rolled into a 'C' -shaped plate, the upper side of the 'C' -shaped plate is the upper cladding plate 1, the lower side of the 'C' -shaped plate is the lower cladding plate 2, a plurality of antinode plates 3 are fixedly connected between the upper cladding plate 1 and the lower cladding plate 2 through welding, the thickness of each antinode plate 3 is 0.5mm, the distance between every two adjacent antinode plates 3 is about 130mm, a plurality of rock slivers are filled between the upper cladding plate 1 and the lower cladding plate 2 for heat preservation, fire prevention and sound insulation when used for building floors or wallboards, the rock slivers are not required to be filled in other aspects, the thickness of the rock slivers is about 130mm, a plurality of convex surfaces 6 and a plurality of concave surfaces 7 are alternately arranged on the antinode plates 3 in parallel, the antinode plates 3 are alternately arranged between the upper cover plate 1 and the lower cover plate 2, the convex surfaces 6 and the concave surfaces 7 of two adjacent antinode plates 3 are arranged opposite to each other, the convex surfaces 6 and the concave surfaces 7 are connected through connecting surfaces 8, the included angle between the connecting surfaces 8 and the convex surfaces 6 is 135 degrees, the included angle between the connecting surfaces 8 and the concave surfaces 7 is 135 degrees, the distance between the convex surfaces 6 and the concave surfaces 7 is 20mm, the concave surfaces 7 and the convex surfaces 6 are provided with material stealing holes 4, the material stealing holes 4 are drum-shaped, the side surfaces of the C-shaped plates are also provided with flanging 5 which are used for improving the strength and facilitating the welding, the flanging 5 is 5mm, the upper cladding plate 1, the lower cladding plate 2 and the antinode plate 3 are made of stainless steel or titanium alloy plates or galvanized plates or cold-rolled plates or other steel plates, and a C-shaped steel edge seal is further arranged between the upper cladding plate 1 and the lower cladding plate 2.
The manufacturing process of the antinode keel structural plate comprises the following steps: step A: rolling the flat plate into an anti-node plate 3, punching holes on the convex surface 6 and the concave surface 7 of the anti-node plate 3, and arranging a flanging 5; and (B) step (B): a plurality of antinode plates 3 are welded between an upper shroud plate 1 and a lower shroud plate 2 at equal intervals in a robot row spot welding or laser welding fixing mode, and the interval between two adjacent antinode plates 3 is 130mm; step C: sealing edges by C-shaped steel; step D: a plurality of rock wool strips are filled between the upper cladding plate 1 and the lower cladding plate 2, and the thickness of the rock wool strips is the same as the interval between the antinode plates 3.
Example 3
As shown in fig. 5 to 6 and 9 to 10, the antinode structure plate of the present utility model comprises an upper cladding plate 1 and a lower cladding plate 2, wherein the upper cladding plate 1 and the lower cladding plate 2 are flat plates with a thickness of 1.5mm and a width of 1220mm, a plurality of antinode plates 3 are fixedly connected between the upper cladding plate 1 and the lower cladding plate 2 through welding, the antinode plates 3 are arranged between the upper cladding plate 1 and the lower cladding plate 2 in parallel array, the thickness of the antinode plates 3 is 0.5mm, the distance between the adjacent antinode plates 3 is about 130mm, a plurality of rock slivers are filled between the upper cladding plate 1 and the lower cladding plate 2 for heat preservation, fire prevention and sound insulation when used for building floors or wallboards, the rock slivers are not required to be filled when used for other aspects, the thickness of the rock slivers is about 130mm, the anti-theft die plate is characterized in that a plurality of convex surfaces 6 and a plurality of concave surfaces 7 are alternately arranged on the anti-node plate 3 in parallel, the convex surfaces 6 and the concave surfaces 7 are connected through connecting surfaces 8, the included angle between the connecting surfaces 8 and the convex surfaces 6 is 135 degrees, the included angle between the connecting surfaces 8 and the concave surfaces 7 is 135 degrees, the distance between the convex surfaces 6 and the concave surfaces 7 is 20mm, the concave surfaces 7 and the convex surfaces 6 are all provided with a material stealing hole 4, the material stealing hole 4 is drum-shaped, the material stealing hole 4 is provided with a flanging 5 for improving strength and facilitating welding, the flanging 5 is 5mm, the material of the upper cladding plate 1, the lower cladding plate 2 and the anti-node plate 3 comprises stainless steel or titanium alloy plates or galvanized plates or cold-rolled plates or other steel plates, and C-shaped steel edge sealing is further arranged between the upper cladding plate 1 and the lower cladding plate 2.
The manufacturing process of the antinode keel structural plate comprises the following steps: step A: rolling the flat plate into an anti-node plate 3, punching holes on the convex surface 6 and the concave surface 7 of the anti-node plate 3, and arranging a flanging 5; and (B) step (B): a plurality of antinode plates 3 are welded between an upper shroud plate 1 and a lower shroud plate 2 at equal intervals in a robot row spot welding or laser welding fixing mode, and the interval between two adjacent antinode plates 3 is 130mm; step C: sealing edges by C-shaped steel; step D: a plurality of rock wool strips are filled between the upper cladding plate 1 and the lower cladding plate 2, and the thickness of the rock wool strips is the same as the interval between the antinode plates 3.
Example 4
As shown in fig. 7 to 10, the antinode keel structure plate of the present utility model comprises an upper cladding plate 1 and a lower cladding plate 2, wherein the upper cladding plate 1 and the lower cladding plate 2 are flat plates 1.5mm thick and 1220mm wide, a plurality of antinode plates 3 are fixedly connected between the upper cladding plate 1 and the lower cladding plate 2 through welding, the thickness of each antinode plate 3 is 0.5mm, the distance between adjacent antinode plates 3 is about 130mm, when the antinode structure plate is used for building floors or wallboards, a plurality of rock slivers are filled between the upper cladding plate 1 and the lower cladding plate 2 for heat preservation, fire prevention and sound insulation, when the panel is used for other purposes, the rock slivers are not required to be filled, the thickness of the rock slivers is about 130mm, a plurality of convex surfaces 6 and a plurality of concave surfaces 7 are alternately arranged on the antinode plates 3 in parallel, the antinode plates 3 are alternately arranged between the upper cladding plate 1 and the lower cladding plate 2, the convex surfaces 6 and the concave surfaces 7 of two adjacent antinode plates 3 are oppositely arranged, the convex surfaces 6 and the concave surfaces 7 are connected through connecting surfaces 8, the included angle between the connecting surfaces 8 and the convex surfaces 6 is 135 degrees, the included angle between the connecting surfaces 8 and the concave surfaces 7 is 135 degrees, the distance between the convex surfaces 6 and the concave surfaces 7 is 20mm, the concave surfaces 7 and the convex surfaces 6 are respectively provided with a material stealing hole 4, the material stealing holes 4 are drum-shaped, the material stealing holes 4 are provided with turnups 5 for improving strength and facilitating welding, the turnups 5 are 5mm, the materials of the upper cladding plate 1, the lower cladding plate 2 and the antinode plates 3 comprise stainless steel or titanium alloy plates, galvanized plates or cold-rolled plates or other steel plates, and C-shaped steel edge sealing is further arranged between the upper cladding plate 1 and the lower cladding plate 2.
The manufacturing process of the antinode keel structural plate comprises the following steps: step A: rolling the flat plate into an anti-node plate 3, punching holes on the convex surface 6 and the concave surface 7 of the anti-node plate 3, and arranging a flanging 5; and (B) step (B): a plurality of antinode plates 3 are welded between an upper shroud plate 1 and a lower shroud plate 2 at equal intervals in a robot row spot welding or laser welding fixing mode, and the interval between two adjacent antinode plates 3 is 130mm; step C: sealing edges by C-shaped steel; step D: a plurality of rock wool strips are filled between the upper cladding plate 1 and the lower cladding plate 2, and the thickness of the rock wool strips is the same as the interval between the antinode plates 3.
The antinode fossil fragments structural slab in above-mentioned embodiment all can splice, and the spot welding location is passed through after the concatenation of adjacent 2 antinode fossil fragments structural slab, and the welding is accomplished through many two-way row welding afterwards and is fixed, and final antinode fossil fragments structural slab is with C shaped steel banding.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present utility model may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. Accordingly, the embodiments are to be considered in all respects as illustrative and not restrictive. The scope of the utility model is indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.

Claims (10)

1. An antinode keel structure plate, characterized in that: including last shroud board (1) and lower shroud board (2), go up shroud board (1) with fixedly connected with a plurality of wave web (3) down between shroud board (2), on anti-node plate (3) parallel arrangement in turn be provided with a plurality of convex surface (6) and a plurality of concave surface (7), convex surface (6) with be connected through connecting surface (8) between concave surface (7), concave surface (7) with all be provided with on convex surface (6) and steal material hole (4).
2. An antinode keel structure plate according to claim 1, wherein: the antinode plates (3) are arranged in parallel arrays between the upper and lower sheathing plates (1, 2).
3. An antinode keel structure plate according to claim 1, wherein: the antinode plates (3) are alternately arranged between the upper cladding plate (1) and the lower cladding plate (2), and the convex surfaces (6) and the concave surfaces (7) of two adjacent antinode plates (3) are oppositely arranged.
4. An antinode keel structure plate according to claim 1, wherein: the flat plate is rolled into a C-shaped plate, the upper side of the C-shaped plate is the upper shroud plate (1), and the lower side of the C-shaped plate is the lower shroud plate (2).
5. An antinode keel structure plate according to claim 4, wherein: the side surface of the C-shaped plate is also provided with a material stealing hole (4) corresponding to the material stealing hole (4) of the antinode plate (3).
6. An antinode structure plate according to claim 1 or 5 wherein: and a flanging (5) is arranged on the material stealing hole (4).
7. An antinode keel structure plate according to claim 1, wherein: and a filler is further arranged between the upper shroud plate (1) and the lower shroud plate (2).
8. An antinode keel structure plate according to claim 7, wherein: the filler comprises a rock wool sliver.
9. An antinode keel structure plate according to claim 1, wherein: c-shaped steel or an anti-node plate (3) or edge sealing of the C-shaped steel and the anti-node plate (3) is further arranged between the upper cladding plate (1) and the lower cladding plate (2).
10. An antinode keel structure plate according to claim 1, wherein: the antinode plate (3) is fixedly connected with the upper shroud plate (1) and the lower shroud plate (2) through welding.
CN202320123921.1U 2023-01-15 2023-01-15 Antinode fossil fragments structural slab Active CN218928836U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202320123921.1U CN218928836U (en) 2023-01-15 2023-01-15 Antinode fossil fragments structural slab

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202320123921.1U CN218928836U (en) 2023-01-15 2023-01-15 Antinode fossil fragments structural slab

Publications (1)

Publication Number Publication Date
CN218928836U true CN218928836U (en) 2023-04-28

Family

ID=86067735

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202320123921.1U Active CN218928836U (en) 2023-01-15 2023-01-15 Antinode fossil fragments structural slab

Country Status (1)

Country Link
CN (1) CN218928836U (en)

Similar Documents

Publication Publication Date Title
US20050183376A1 (en) Space truss structure surface slab assembly
CN218928836U (en) Antinode fossil fragments structural slab
CN108978930B (en) Structural design method of profiled steel sheet for explosion-proof wall/explosion-proof plate
CN111335264A (en) Double-steel-plate rubber concrete protection structure with built-in corrugated steel pipe
CN116080185A (en) Antinode keel structural plate and manufacturing process thereof
CN216688987U (en) Parallel special-shaped PBL (Poly-p-phenylene benzobisoxazole) shear connection system applied to assembled steel-perforated precast concrete slab composite beam
CN214940962U (en) Large-span steel construction vestibule
CN113530082A (en) Outsourcing honeycomb channel steel combination beam and manufacturing method of regular hexagon honeycomb channel steel
CN114809375A (en) Obliquely-arranged FRP profile corrugated plate embedded light-weight sandwich buckling-restrained steel plate shear wall
CN111411742B (en) Metal roof system
CN220978580U (en) Composite board for purlin-free roof
CN218966333U (en) Wave-shaped double-layer metal plate
CN211447427U (en) Integrated floor roof with slope finding structure
CN218668000U (en) Novel shearing steel plate damper
CN212176326U (en) House roof plate structure for villa
CN218779744U (en) Reinforced plane steel bar truss floor bearing plate
CN215670395U (en) Steel frame light roof boarding and H shaped steel roof beam connection structure
CN217679915U (en) Prestressed concrete double-T plate for large-scale factory building
CN215483554U (en) Connection structure and steel construction of C shaped steel fossil fragments and H girder steel
CN215211898U (en) Bending continuous-row three-dimensional steel bar truss
CN218911737U (en) Combined frame with corrugated steel plates
CN214941249U (en) Steel plate shearing type damper with combined weakening structure
CN215483776U (en) Steel plate shear wall
CN212577893U (en) All-welded metal honeycomb plate
CN217000318U (en) Novel assembled wallboard structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant