CN218823076U - Rock-soil supporting layer simulation device for building structure design - Google Patents
Rock-soil supporting layer simulation device for building structure design Download PDFInfo
- Publication number
- CN218823076U CN218823076U CN202223460248.5U CN202223460248U CN218823076U CN 218823076 U CN218823076 U CN 218823076U CN 202223460248 U CN202223460248 U CN 202223460248U CN 218823076 U CN218823076 U CN 218823076U
- Authority
- CN
- China
- Prior art keywords
- layer
- supporting layer
- rock
- structure design
- ground supporting
- 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
Classifications
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/24—Structural elements or technologies for improving thermal insulation
- Y02A30/244—Structural elements or technologies for improving thermal insulation using natural or recycled building materials, e.g. straw, wool, clay or used tires
Landscapes
- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model provides a ground supporting layer analogue means for architectural structure design, including the device main part. This a ground supporting layer analogue means for architectural structure design, when using, the device main part supports, steel fiber concrete layer, the compound cement layer of sulphoaluminate and high-strength concrete layer are mutually supported and are simulated the ground supporting layer, its compressive strength of high-strength concrete layer is high, the compound cement layer of sulphoaluminate solidifies soon, hardness is high and freezing resistance is good, its bending resistance of steel fiber concrete layer is rolled over the bending resistance, install the steel construction, transparent ya keli material that case was placed to yakeli ground supporting layer is convenient for observe the effect of simulation, use intelligent control ware to control, flexible post is flexible and the pulley moves the upper and lower vibrations and the rocking that the simulation steel construction received in the ground supporting layer on the slide rail, if break down in the simulation process, bee calling organ and warning light send the police dispatch newspaper and remind operating personnel to maintain, thereby accomplish the effect of the simulation of intelligent ground supporting layer.
Description
Technical Field
The utility model relates to a building structure design equipment technical field especially relates to a ground supporting layer analogue means for building structure design.
Background
The steel structure building is a building with a bearing structure formed by building steel, the bearing structure is formed by beams, columns, trusses and other members which are usually made of section steel and steel plates, and the bearing structure and the building are formed together with building enclosures such as roofs, floors, wall surfaces and the like.
But current a ground supporting layer analogue means for architectural structure design, when using, the device function is more single, and most only carry out the analogue test of holding power, and when carrying out architectural structure design, need know whether the steel construction of design can still be firm under the different states of ground supporting layer, also need know the steel construction and know vibrations and whether can stabilize in rocking.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a ground supporting layer analogue means for architectural structure design to propose in solving above-mentioned background art, when current ground supporting layer analogue means for architectural structure design is using, the device function is more single, most only carry out the simulation test of holding power, and when carrying out architectural structure design, whether the steel construction that needs to know the design can still be firm under the different states of ground supporting layer, also need know the steel construction and know vibrations and rock in can firm problem.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a ground supporting layer analogue means for architectural structure design, includes device main part and intelligent ground supporting layer analog mechanism, and case, steel fibre concrete layer, the compound cement layer of sulphoaluminate and high-strength concrete layer are placed to intelligence ground supporting layer analog mechanism including pre-buried bucket, flexible post, connecting plate, intelligent control ware, bee calling organ, warning light, slide rail, pulley, ya keli ground supporting layer, the top of device main part is provided with the steel construction, the outside of device main part is connected with intelligent ground supporting layer analog mechanism.
Preferably, intelligence ground supporting layer simulation mechanism places case, steel fiber concrete layer, the compound cement layer of sulphoaluminate and high strength concrete layer including pre-buried bucket, flexible post, connecting plate, intelligent control ware, bee calling organ, warning light, slide rail, pulley, ya keli ground supporting layer, the top of device main part is connected with pre-buried bucket, the internal connection of pre-buried bucket has flexible post, the top of flexible post is connected with the connecting plate, one side of connecting plate is provided with the intelligent control ware, the top of connecting plate is connected with bee calling organ, one side of bee calling organ is provided with the warning light, the top of connecting plate is connected with the slide rail, the top of slide rail is provided with the pulley, the top of pulley is connected with yakeli ground supporting layer and places the case, the inside that yakeli ground supporting layer placed the case is provided with steel fiber concrete layer, steel fiber concrete layer's top is connected with the compound cement layer of sulphoaluminate, the top on the compound cement layer of sulphoaluminate is connected with high strength concrete layer.
Preferably, the embedded barrel is connected with the telescopic column through a clamping groove, and the telescopic column and the device main body form a telescopic structure through the embedded barrel.
Preferably, the connecting plate is in screw connection with the buzzer, and the connecting plate is electrically connected with the buzzer.
Preferably, the slide rail is connected with the pulley through a threaded clamping groove, and the pulley and the connecting plate form a sliding structure through the slide rail.
Preferably, the inferior gram force ground supporting layer is placed and is connected for the screw between case and the pulley, the inferior gram force ground supporting layer is placed the case material and is transparent inferior gram force.
Preferably, the sulphoaluminate composite cement layer is in adhesion connection with the high-strength concrete layer, and the sulphoaluminate composite cement layer is tightly attached to the high-strength concrete layer.
Compared with the prior art, the beneficial effects of the utility model are that: this a ground supporting layer analogue means for architectural structure design, through pre-buried bucket, flexible post, the connecting plate, intelligent control ware, bee calling organ, the warning light, a slide rail, the pulley, the case is placed to ya keli ground supporting layer, the setting on steel fiber concrete layer, the compound cement layer of sulphoaluminate and high strength concrete layer, when using, the device main part supports, steel fiber concrete layer, the compound cement layer of sulphoaluminate and high strength concrete layer are mutually supported and are simulated the ground supporting layer, its compressive strength of high strength concrete layer is high, resistance to deformation ability etc. it solidifies soon to compound cement layer of sulphoaluminate, hardness is high and freezing resistance is good in the prevention of seepage, its bending resistance of steel fiber concrete layer, impact resistance is strong, install the steel construction, the transparent ya keli material that the case was placed to yakeli ground supporting layer is convenient for observe the ground effect of simulation, use intelligent control ware, flexible post is flexible and pulley move simulation steel construction on the slide rail and receive vibrations supporting layer from top to bottom and rock in the supporting layer, if the trouble appears in the simulation process, bee calling organ operation personnel maintain, thereby the effect of accomplishing intelligence simulation.
Drawings
FIG. 1 is a schematic view of the overall appearance structure of the present invention;
FIG. 2 is a schematic view of the simulation apparatus of the present invention;
FIG. 3 is a schematic structural diagram of a rock-soil supporting layer according to the present invention;
fig. 4 is an enlarged schematic view of the a position of the present invention.
The reference numbers in the figures: 1. a device main body; 2. a steel structure; 3. an intelligent rock and soil supporting layer simulation mechanism; 301. pre-burying a barrel; 302. a telescopic column; 303. a connecting plate; 304. an intelligent controller; 305. a buzzer; 306. a warning light; 307. a slide rail; 308. a pulley; 309. an acrylic rock and soil supporting layer placing box; 310. a steel fiber concrete layer; 311. a thioaluminate composite cement layer; 312. a high-strength concrete layer.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-4, the present invention provides a technical solution: the utility model provides a ground supporting layer analogue means for architectural structure design, including device main part 1 and intelligent ground supporting layer analogue means 3, intelligence ground supporting layer analogue means 3 is including pre-buried bucket 301, flexible post 302, connecting plate 303, intelligent control ware 304, bee calling organ 305, warning light 306, slide rail 307, pulley 308, case 309 is placed to ya keli ground supporting layer, steel fiber concrete layer 310, the compound cement layer 311 of sulphoaluminate and high-strength concrete layer 312, the top of device main part 1 is provided with steel construction 2, the outside of device main part 1 is connected with intelligent ground supporting layer analogue means 3.
Further, the intelligent rock-soil supporting layer simulation mechanism 3 comprises a pre-buried barrel 301, a telescopic column 302, a connecting plate 303, an intelligent controller 304, a buzzer 305, a warning light 306, a sliding rail 307, a pulley 308, an acrylic rock-soil supporting layer placing box 309, a steel fiber concrete layer 310, a sulphoaluminate composite cement layer 311 and a high-strength concrete layer 312, the pre-buried barrel 301 is connected above the device main body 1, the telescopic column 302 is connected inside the pre-buried barrel 301, the connecting plate 303 is connected above the telescopic column 302, the intelligent controller 304 is arranged on one side of the connecting plate 303, the buzzer 305 is connected at the top end of the connecting plate 303, the warning light 306 is arranged on one side of the buzzer 305, the sliding rail 307 is connected above the connecting plate 303, the pulley 308 is arranged above the sliding rail 307, the acrylic rock-soil supporting layer placing box 309 is connected at the top end of the pulley 308, the steel fiber concrete layer 310 is arranged inside the acrylic rock-soil supporting layer placing box 309, the sulphoaluminate composite cement layer 311 is connected above the steel fiber concrete layer 310, the high-strength concrete layer 312 is connected above the sulphoaluminate composite cement layer 311, the steel fiber concrete layer 310, the sulphoaluminate composite cement layer 311 and the high-strength concrete layer 312 are supported by the device main body 1 through the arrangement of the pre-buried barrel 301, the telescopic column 302, the connecting plate 303, the intelligent controller 304, the buzzer 305, the warning light 306, the sliding rail 307, the pulley 308, the acrylic rock-soil supporting layer placing box 309, the steel fiber concrete layer 310, the sulphoaluminate composite cement layer 311 and the high-strength concrete layer 312 are matched with each other to simulate a rock-soil supporting layer, the high-strength concrete layer 312 has high strength, strong deformation resistance and the like, the sulphoaluminate composite cement layer 311 is fast to solidify, the hardness is high in seepage prevention, the frost resistance is good, and the steel fiber concrete layer 310 resists bending and bending, shock resistance is strong, install steel construction 2, the transparent ya keli material that case 309 was placed to ya keli ground supporting layer is convenient for observe the effect of simulation, use intelligent control ware 304 to control, flexible post 302 is flexible and pulley 308 moves the upper and lower vibrations that simulation steel construction 2 received in the ground supporting layer on slide rail 307 and rocks, if the trouble appears in the simulation process, bee calling organ 305 and warning light 306 send out the police dispatch newspaper and remind operating personnel to maintain, thereby accomplish the effect of simulation of intelligent ground supporting layer.
Further, be connected for the draw-in groove between pre-buried bucket 301 and the flexible post 302, flexible post 302 constitutes extending structure through pre-buried bucket 301 and device main part 1, through the setting that the flexible post 302 constitutes extending structure through pre-buried bucket 301 and device main part 1, makes the upper and lower direction's that the analogue means can simulate the steel construction and receive in the ground supporting layer vibrations.
Further, be the screw connection between connecting plate 303 and the bee calling organ 305, be electric connection between connecting plate 303 and the bee calling organ 305, through bee calling organ 305's setting, if breaking down in the simulation process, bee calling organ 305 sends out the alarm and reminds operating personnel to maintain.
Furthermore, the sliding rail 307 is connected with the pulley 308 through a threaded clamping groove, the pulley 308 forms a sliding structure with the connecting plate 303 through the sliding rail 307, and the pulley 308 forms the sliding structure with the connecting plate 303 through the sliding rail 307, so that the simulation device can move on the sliding rail 307 through the pulley 308 to simulate the shake of the steel structure 2 in the rock-soil supporting layer.
Further, the inferior gram force ground supporting layer is placed and is connected for the screw between case 309 and pulley 308, and inferior gram force ground supporting layer is placed the case 309 material and is transparent ya keli, places the setting that the case 309 material is transparent ya keli through inferior gram force ground supporting layer, makes inferior gram force ground supporting layer place the transparent ya keli material of case 309 be convenient for observe the simulated effect, improves operating efficiency.
Further, the sulphoaluminate composite cement layer 311 is connected with the high-strength concrete layer 312 in an adhesion mode, the sulphoaluminate composite cement layer 311 is tightly attached to the high-strength concrete layer 312, and through the arrangement that the sulphoaluminate composite cement layer 311 is tightly attached to the high-strength concrete layer 312, the effect of a rock and soil supporting layer can be better simulated, and the simulation effect is improved.
The working principle is as follows: when the intelligent geotechnical support layer simulation device is used, the device main body 1 supports, the steel fiber concrete layer 310, the sulphoaluminate composite cement layer 311 and the high-strength concrete layer 312 are matched with each other to simulate a geotechnical support layer, the high-strength concrete layer 312 is high in compressive strength and strong in deformation resistance, the sulphoaluminate composite cement layer 311 is fast in solidification, high in hardness and good in freezing resistance in seepage prevention, the steel fiber concrete layer 310 is resistant to bending and strong in impact resistance, the steel structure 2 is installed, the transparent acrylic material of the acrylic geotechnical support layer placing box 309 is convenient to observe and simulate, the intelligent controller 304 is used for controlling, the telescopic columns 302 stretch and the pulleys 308 move on the sliding rails 307 to simulate the vertical vibration and shaking of the steel structure 2 in the geotechnical support layer, and if a fault occurs in the simulation process, the buzzer 305 and the warning lamp 306 send an alarm to remind an operator to maintain, so that the intelligent geotechnical support layer simulation effect is completed, and the geotechnical support layer simulation device for building structure design is completed.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (7)
1. The utility model provides a ground supporting layer analogue means for architectural structure design, including device main part (1) and intelligent ground supporting layer analogue means (3), intelligent ground supporting layer analogue means (3) are including pre-buried bucket (301), flexible post (302), connecting plate (303), intelligent control ware (304), bee calling organ (305), warning light (306), slide rail (307), pulley (308), case (309) are placed to ya keli ground supporting layer, steel fibre concrete layer (310), the compound cement layer of sulphoaluminate (311) and high-strength concrete layer (312), its characterized in that: the device is characterized in that a steel structure (2) is arranged above the device main body (1), and an intelligent rock and soil supporting layer simulation mechanism (3) is connected to the outer side of the device main body (1).
2. The rock-soil supporting layer simulation device for building structure design according to claim 1, wherein the intelligent rock-soil supporting layer simulation mechanism (3) comprises a pre-buried barrel (301), a telescopic column (302), a connecting plate (303), an intelligent controller (304), a buzzer (305), a warning light (306), a sliding rail (307), a pulley (308), an acrylic rock-soil supporting layer placing box (309), a steel fiber concrete layer (310), a sulphoaluminate composite cement layer (311) and a high-strength concrete layer (312), the pre-buried barrel (301) is connected above the device body (1), the telescopic column (302) is connected inside the pre-buried barrel (301), the connecting plate (303) is connected above the telescopic column (302), the intelligent controller (304) is arranged on one side of the connecting plate (303), the buzzer (305) is connected on the top end of the connecting plate (303), the supporting layer (306) is arranged on one side of the buzzer (305), the sliding rail (307) is connected above the connecting plate (303), the sliding rail (308) is arranged on the top end of the pulley (308), and the acrylic rock-soil supporting layer placing box (309) is arranged inside the acrylic concrete layer (310), and a sulphoaluminate composite cement layer (311) is connected above the steel fiber concrete layer (310), and a high-strength concrete layer (312) is connected above the sulphoaluminate composite cement layer (311).
3. The geotechnical support layer simulation device for building structure design according to claim 2, wherein the embedded barrel (301) is connected with the telescopic column (302) through a clamping groove, and the telescopic column (302) and the device body (1) form a telescopic structure through the embedded barrel (301).
4. A geotechnical support layer simulation apparatus for building structure design according to claim 2, wherein the connection plate (303) is connected with the buzzer (305) through screws, and the connection plate (303) is electrically connected with the buzzer (305).
5. The geotechnical support layer simulation device for building structure design according to claim 2, wherein the sliding rail (307) is connected with the pulley (308) through a threaded clamping groove, and the pulley (308) forms a sliding structure with the connecting plate (303) through the sliding rail (307).
6. The rock-soil supporting layer simulation device for architectural structure design according to claim 2, wherein the acrylic rock-soil supporting layer placing box (309) is connected with the pulley (308) through a screw, and the acrylic rock-soil supporting layer placing box (309) is made of transparent acrylic.
7. The rock-soil supporting layer simulation device for building structure design according to claim 2, wherein the sulphoaluminate composite cement layer (311) is in adhesive connection with the high-strength concrete layer (312), and the sulphoaluminate composite cement layer (311) is tightly attached to the high-strength concrete layer (312).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223460248.5U CN218823076U (en) | 2022-12-23 | 2022-12-23 | Rock-soil supporting layer simulation device for building structure design |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223460248.5U CN218823076U (en) | 2022-12-23 | 2022-12-23 | Rock-soil supporting layer simulation device for building structure design |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN218823076U true CN218823076U (en) | 2023-04-07 |
Family
ID=87255171
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223460248.5U Active CN218823076U (en) | 2022-12-23 | 2022-12-23 | Rock-soil supporting layer simulation device for building structure design |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN218823076U (en) |
-
2022
- 2022-12-23 CN CN202223460248.5U patent/CN218823076U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107859435A (en) | A kind of full assembling lightweight steel construction bounding wall system and assemble method | |
| CN218823076U (en) | Rock-soil supporting layer simulation device for building structure design | |
| CN100353008C (en) | Novel embedded part for vibration isolation bearing and mounting method thereof | |
| CN210263929U (en) | A preformed hole template for building civil engineering | |
| CN214220657U (en) | Hoist-mounted mounting structure of indoor assembled wallboard based on lift | |
| CN210886941U (en) | Cantilever bent cap pin-connected panel support frame | |
| CN201381196Y (en) | Light hanging bracket | |
| CN206055557U (en) | Portable lamp bracket | |
| CN202828981U (en) | Stack moving device used for baking-free brick whole stack | |
| CN213653835U (en) | Building shock attenuation reinforced structure | |
| CN111576478A (en) | Elevator well foundation structure | |
| CN215484102U (en) | Constructional engineering reinforcing bar stirrup | |
| CN213710485U (en) | Safety device for building engineering | |
| CN210562176U (en) | Constructional engineering pile device | |
| CN218508517U (en) | Multifunctional pile foundation model test box | |
| CN217151322U (en) | Detachable and portable guy rope fixing device | |
| CN211229642U (en) | Narrow place room construction arrangement structure | |
| CN213654479U (en) | Walking type electric protection enclosure | |
| CN214461390U (en) | A earthquake-resistant structure for architectural design | |
| CN221278710U (en) | Building engineering strutting arrangement | |
| CN217871172U (en) | High-durability shear wall structure | |
| CN211971570U (en) | Hoisting device for civil engineering building material installation | |
| CN220570618U (en) | Counterweight type movable monitoring video device | |
| CN217479985U (en) | Girder installation device adopting bracket and temporary inhaul cable | |
| CN211143819U (en) | Safe anti-falling device for building construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |