CN211714364U - Simple to operate's precast concrete component - Google Patents
Simple to operate's precast concrete component Download PDFInfo
- Publication number
- CN211714364U CN211714364U CN202020073457.6U CN202020073457U CN211714364U CN 211714364 U CN211714364 U CN 211714364U CN 202020073457 U CN202020073457 U CN 202020073457U CN 211714364 U CN211714364 U CN 211714364U
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- Prior art keywords
- wall
- connecting block
- upright post
- column
- holes
- 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
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- 239000011178 precast concrete Substances 0.000 title claims description 5
- 238000013016 damping Methods 0.000 claims abstract description 14
- 230000035939 shock Effects 0.000 claims abstract description 14
- 239000004567 concrete Substances 0.000 claims abstract description 10
- 238000010521 absorption reaction Methods 0.000 claims description 8
- 230000000712 assembly Effects 0.000 claims description 7
- 238000000429 assembly Methods 0.000 claims description 7
- 238000000034 method Methods 0.000 claims description 3
- 238000007726 management method Methods 0.000 description 5
- 239000002184 metal Substances 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000009434 installation Methods 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 230000006835 compression Effects 0.000 description 2
- 238000007906 compression Methods 0.000 description 2
- 230000002262 irrigation Effects 0.000 description 2
- 238000003973 irrigation Methods 0.000 description 2
- 239000011150 reinforced concrete Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008878 coupling Effects 0.000 description 1
- 238000010168 coupling process Methods 0.000 description 1
- 238000005859 coupling reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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- Buildings Adapted To Withstand Abnormal External Influences (AREA)
Abstract
The utility model discloses a simple to operate's concrete prefabricated component in building engineering technical field, include: a column; the connecting piece assembly is arranged at the top of the upright post, and the outer diameter of the connecting piece assembly is the same as that of the upright post; the connecting block is arranged at the bottom of the upright post and is annular; four shackle components, four the shackle component is installed through threaded connection and is annular equidistance the lateral wall of stand is close to one side of connector component, the connector component includes: an inner wall; the outer wall and the inner wall are integrally cast, and a damping groove is formed between the outer wall and the inner wall; a plurality of first mounting holes, it is a plurality of first mounting hole is annular equidistance and sets up the lateral wall top of outer wall, the utility model discloses the aggregate erection that can be quick to certain shock resistance has.
Description
Technical Field
The utility model relates to a building engineering technical field specifically is a simple to operate's precast concrete component.
Background
The building engineering refers to an engineering entity formed by the construction of various building constructions and their auxiliary facilities and the installation of lines, pipelines and equipment matched with them. The house building is characterized by comprising a top cover, a beam column, a wall, a foundation and a project which can form an internal space and meet the requirements of people on production, living, study and public activities. Civil engineering, building environment and energy application engineering, water supply and drainage science and engineering, building electrical and intelligence, architecture, urban and rural planning, landscape and garden, engineering management and engineering cost, real estate development and management and property management 9 subject professional instruction committees (hereinafter referred to as professional instruction committees) are arranged under the civil engineering and teaching instruction committees, and correspond to 11 specialties of soil and wood, buildings, management science and engineering (parts) and industrial and commercial management (parts) in the higher school's bibliography of the subject specialty.
The prefabricated member refers to a steel, wood or concrete member previously manufactured in a factory or on the site according to design specifications. The prefabricated component mould has the multiple, it is common to have the concrete member mould, the component mould, hexagonal reservoir bank protection mould, bridge apron mould, urban road curb, cement component mould, cement product component mould, concrete product mould, canal apron mould, hollow hexagonal bank protection brick mould, road bridge apron mould, cable duct apron mould, road bed apron mould, electric power apron mould, irrigation mould, plastics well lid mould, water conservancy apron mould, irrigation canals and ditches apron mould, tunnel apron mould, ditch apron mould.
When two prefabricated components are stacked and assembled, one of the prefabricated components is buried underground, the other prefabricated component is hoisted to the top of the prefabricated component buried underground, the two prefabricated components are assembled together in a welding mode, the operation process is tedious and time-consuming, the engineering progress is seriously influenced, and the two mutually stacked prefabricated components are in rigid connection, so that the shock resistance is poor.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a simple to operate's precast concrete component to when solving the equipment that superposes to two precast elements that propose in the above-mentioned background art, one of them precast element buries underground, and another precast element hoists to the top of burying at the precast element underground, and assemble two precast elements together through the welded mode, and the operation process is loaded down with trivial details and consuming time, has seriously influenced the engineering progress, and, be rigid connection between two mutual superimposed precast elements, the relatively poor problem of shock resistance.
In order to achieve the above object, the utility model provides a following technical scheme: an easy-to-install concrete precast member comprising:
a column;
the connecting piece assembly is arranged at the top of the upright post, and the outer diameter of the connecting piece assembly is the same as that of the upright post;
the connecting block is arranged at the bottom of the upright post and is annular;
four lug assemblies, four the lug assembly is installed through threaded connection and is annular equidistance the lateral wall of stand is neighbouring one side of connecting piece subassembly.
Preferably, the pillar includes:
a column body;
four first screw holes, four first screw hole is the annular equidistance and sets up the outer wall top of stand body.
Preferably, the connector assembly comprises:
an inner wall;
the outer wall and the inner wall are integrally cast, and a damping groove is formed between the outer wall and the inner wall;
the first mounting holes are annularly and equidistantly formed in the top of the outer side wall of the outer wall and are communicated with the damping grooves;
the second threaded holes are annularly and equidistantly formed in the top of the outer side wall of the inner wall, the second threaded holes are communicated with the shock absorption grooves, and the second threaded holes correspond to the first mounting holes one to one;
the springs are arranged at the bottom of the inner cavity of the damping groove and correspond to the second threaded holes one to one.
Preferably, the connection block includes:
a connecting block body;
a plurality of second mounting holes, it is a plurality of the second mounting hole is that the annular equidistance is seted up the outer wall middle-end of connecting block body, the second mounting hole runs through the inside wall of connecting block body.
Preferably, the shackle assembly comprises:
a baffle plate;
the threaded rod is welded at the middle end of the rear surface of the baffle;
and the lifting lug is welded at the middle end of the front surface of the baffle plate.
Compared with the prior art, the beneficial effects of the utility model are that: the utility model can be quickly assembled and installed, and has a certain shock resistance, the lifting lug component is installed on the outer wall of one of the upright post bodies through a first threaded hole, the upright post body is lifted by a lifting device, the upright post body and the connecting block body on the upright post body are deeply buried under the upright post body, the top of the upright post body is above the ground, the lifting lug component is taken down and installed on the other upright post body, the lifting lug component is lifted by the lifting device and installed on the top of the underground upright post body, the connecting block body on the other upright post body is inserted into the top damping groove of the underground upright post body, the bottom of the connecting block body is contacted with the top of the spring to compress the spring, the compression range is one third of the length of the whole spring, and the second mounting hole and the first mounting hole are matched with each other, and the connecting block body is fixed in the damping groove through a bolt, so that the other upright post body is arranged at the top of the upright post body buried under the connecting block body.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of the structure of the upright post of the present invention;
FIG. 3 is a schematic structural view of the connector assembly of the present invention;
FIG. 4 is a schematic view of the connecting block structure of the present invention;
fig. 5 is a schematic structural view of the lifting lug assembly of the present invention.
In the figure: 100 vertical columns, 110 vertical column bodies, 120 first threaded holes, 200 connector assemblies, 210 inner walls, 220 outer walls, 230 first mounting holes, 240 second threaded holes, 250 springs, 300 connecting blocks, 310 connecting block bodies, 320 second mounting holes, 400 lifting lug assemblies, 410 baffles, 420 threaded rods and 430 lifting lugs.
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.
The utility model provides a concrete prefabricated part convenient to install, which can be quickly assembled and installed and has certain shock resistance, and please refer to fig. 1, comprising a stand column 100, a connecting piece assembly 200, a connecting block 300 and a lifting lug assembly 400;
referring to fig. 1-2, the column 100 includes:
the column body 110 is reinforced concrete;
the four first threaded holes 120 are annularly and equidistantly formed in the top of the outer wall of the column body 110, the first threaded holes 120 are metal shaft pieces with threaded holes, the metal shaft pieces are embedded in the top of the periphery of the outer wall of the column body 110 when the column body 110 is subjected to condensation forming, and the front surfaces of the first threaded holes 120 are flush with the outer wall of the column body 110;
referring to fig. 1-3, a connector assembly 200 is disposed on the top of the mast 100, the connector assembly 200 having an outer diameter equal to the outer diameter of the mast 100, the connector assembly 200 comprising:
an inner wall 210;
the outer wall 220, the outer wall 220 and the inner wall 210 are integrally cast, the outer wall 220 and the inner wall 210 are both made of reinforced concrete, the outer wall 220, the inner wall 210 and the upright post body 110 are integrally cast, and a damping groove is formed between the outer wall 220 and the inner wall 210;
the plurality of first mounting holes 230 are annularly and equidistantly arranged at the top of the outer side wall of the outer wall 220, the first mounting holes 230 are communicated with the shock absorption grooves, and the number of the first mounting holes 230 is 6 or 9;
the plurality of second threaded holes 240 are annularly and equidistantly formed in the top of the outer side wall of the inner wall 210, the second threaded holes 240 are communicated with the shock absorption groove, the plurality of second threaded holes 240 correspond to the plurality of first mounting holes 230 one to one, the second threaded holes 240 are metal shaft pieces with threaded holes, the metal shaft pieces are embedded around the outer wall of the upright post body 110 when the inner wall 210 is coagulated and formed, the front surfaces of the second threaded holes 240 are flush with the outer wall of the inner wall 210, and the number of the second threaded holes 240 is the same as that of the first mounting holes 230;
the plurality of springs 250 are mounted at the bottom of the inner cavity of the shock absorption groove, the plurality of springs 250 correspond to the plurality of second threaded holes 240 one by one, and shock absorption is performed through the springs 250;
referring to fig. 1 to 4, the connecting block 300 is disposed at the bottom of the upright 100, the connecting block 300 is ring-shaped, and the connecting block 300 includes:
the connecting block body 310 is arranged at the bottom of the upright post body 110, the connecting block body 310 and the upright post body 110 are integrally poured, the connecting block body 310 and the upright post body 110 are coaxially arranged, the connecting block body 310 is matched with the damping groove, the connecting block bodies 310 on the other group of prefabricated parts are inserted into the inner side of the damping groove, the bottom of the connecting block body 310 is in contact with the top of the spring 250, the two prefabricated parts can be rapidly assembled by matching the connecting block body 310 with the damping groove, and the shock resistance of the prefabricated parts can be improved by the spring 250;
the plurality of second mounting holes 320 are annularly and equidistantly formed in the middle end of the outer wall of the connecting block body 310, the second mounting holes 320 penetrate through the inner side wall of the connecting block body 310, the number of the second mounting holes 320 is the same as that of the first mounting holes 230, and the plurality of second mounting holes 320 correspond to the plurality of first mounting holes 230 one to one;
referring to fig. 1, 2 and 5, four shackle assemblies 400 are mounted on the outer side wall of the mast 100 adjacent to one side of the connector assembly 200 in a circular and equidistant manner by means of screw coupling, and the shackle assemblies 400 include:
the rear surface of the baffle 410 is in contact with the outer wall of the pillar body 110;
the threaded rod 420 is welded at the middle end of the rear surface of the baffle plate 410, the threaded rod 420 is installed on the inner side of the first threaded hole 120 in a threaded connection mode, and the threaded rod 420 is installed on the outer wall of the upright post body 110 in a matched mode with the first threaded hole 120;
the lug 430 is welded at the front surface middle end of the baffle plate 410, the lug 430 is used and installed on the outer wall of the upright post body 110 through the matching of the threaded rod 420 and the first threaded hole 120, the lug 430 is connected with the hoisting motor through a steel wire rope, the upright post body 110 is hoisted through the matching of the hoisting motor, the steel wire rope and the lug 430, and the prefabricated part which can be conveniently hoisted can be relatively conveniently carried out.
When the lifting lug assembly is used specifically, the lifting lug assembly 400 is installed on the outer wall of one of the upright post bodies 110 through the first threaded hole 120, then the one upright post body 110 is lifted through the lifting device, the one upright post body 110 and the connecting block body 310 on the upright post body 110 are deeply buried under the upright post body, the top of the upright post body 110 is above the ground, the lifting lug assembly 400 is removed and installed on the other upright post body 110, the lifting lug assembly is lifted through the lifting device and installed on the top of the upright post body 110 buried under the ground, the connecting block body 310 on the other upright post body 110 is inserted into the top damping groove of the upright post body 110 buried under the ground, the bottom of the connecting block body 310 is in contact with the top of the spring 250 to compress the spring 250, the compression range is one third of the length of the whole spring 250, and the second installation hole 320 is aligned with the first installation hole 230, and the connecting block body 310 is fixed in the damping groove by bolts, thereby mounting the other pillar body 110 on the top of the pillar body 110 buried under.
While the invention has been described above with reference to an embodiment, various modifications may be made and equivalents may be substituted for elements thereof without departing from the scope of the invention. In particular, as long as there is no structural conflict, the various features of the disclosed embodiments of the present invention can be used in any combination with each other, and the description of such combinations is not exhaustive in the present specification only for the sake of brevity and resource conservation. Therefore, it is intended that the invention not be limited to the particular embodiments disclosed, but that the invention will include all embodiments falling within the scope of the appended claims.
Claims (5)
1. The utility model provides a simple to operate's precast concrete component which characterized in that: the method comprises the following steps:
a column (100);
a connector assembly (200), the connector assembly (200) being disposed at the top of the column (100), the connector assembly (200) having an outer diameter that is the same as the outer diameter of the column (100);
the connecting block (300) is arranged at the bottom of the upright post (100), and the connecting block (300) is annular;
four shackle assemblies (400), four shackle assemblies (400) are installed on one side of the outer side wall of the upright post (100) adjacent to the connector assembly (200) in an annular equidistant manner through threaded connection.
2. An easy-to-install concrete precast member according to claim 1, wherein: the column (100) comprises:
a column body (110);
four first screw holes (120), four first screw holes (120) are the annular equidistance and offer the outer wall top of stand body (110).
3. An easy-to-install concrete precast member according to claim 1, wherein: the connector assembly (200) comprises:
an inner wall (210);
the damping device comprises an outer wall (220), wherein the outer wall (220) and the inner wall (210) are integrally cast, and a damping groove is formed between the outer wall (220) and the inner wall (210);
the first mounting holes (230) are annularly and equidistantly formed in the top of the outer side wall of the outer wall (220), and the first mounting holes (230) are communicated with the shock absorption grooves;
the second threaded holes (240) are annularly and equidistantly formed in the top of the outer side wall of the inner wall (210), the second threaded holes (240) are communicated with the shock absorption grooves, and the second threaded holes (240) correspond to the first mounting holes (230) one to one;
the springs (250) are mounted at the bottom of the inner cavity of the shock absorption groove, and the springs (250) correspond to the second threaded holes (240) one by one.
4. An easy-to-install concrete precast member according to claim 1, wherein: the connection block (300) includes:
a connecting block body (310);
a plurality of second mounting holes (320), it is a plurality of second mounting hole (320) are the equidistance of annular and offer the outer wall middle-end of connecting block body (310), second mounting hole (320) run through the inside wall of connecting block body (310).
5. An easy-to-install concrete precast member according to claim 1, wherein: the shackle assembly (400) comprising:
a baffle (410);
a threaded rod (420), wherein the threaded rod (420) is welded at the middle end of the rear surface of the baffle plate (410);
a lifting lug (430), wherein the lifting lug (430) is welded at the middle end of the front surface of the baffle plate (410).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020073457.6U CN211714364U (en) | 2020-01-14 | 2020-01-14 | Simple to operate's precast concrete component |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020073457.6U CN211714364U (en) | 2020-01-14 | 2020-01-14 | Simple to operate's precast concrete component |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211714364U true CN211714364U (en) | 2020-10-20 |
Family
ID=72823430
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020073457.6U Expired - Fee Related CN211714364U (en) | 2020-01-14 | 2020-01-14 | Simple to operate's precast concrete component |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211714364U (en) |
-
2020
- 2020-01-14 CN CN202020073457.6U patent/CN211714364U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20210223 Address after: 430000, No. 62, Yongping street, Yangluo street, Xinzhou District, Wuhan City, Hubei Province Patentee after: New eight Construction Group Wuhan Green Technology Co.,Ltd. Address before: 430000 no.97-119, wubin North Road, cangbu street, Xinzhou District, Wuhan City, Hubei Province Patentee before: Xinbaxinhe Intelligent Manufacturing Technology (Wuhan) Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201020 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |