CN115126271A - Prefabricated component assembled concrete structure - Google Patents
Prefabricated component assembled concrete structure Download PDFInfo
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- CN115126271A CN115126271A CN202210802981.6A CN202210802981A CN115126271A CN 115126271 A CN115126271 A CN 115126271A CN 202210802981 A CN202210802981 A CN 202210802981A CN 115126271 A CN115126271 A CN 115126271A
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- Prior art keywords
- component
- fixedly connected
- fixing
- concrete structure
- barb
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
- E04G21/26—Strutting means for wall parts; Supports or the like, e.g. for holding in position prefabricated walls
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66C—CRANES; LOAD-ENGAGING ELEMENTS OR DEVICES FOR CRANES, CAPSTANS, WINCHES, OR TACKLES
- B66C1/00—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles
- B66C1/10—Load-engaging elements or devices attached to lifting or lowering gear of cranes or adapted for connection therewith for transmitting lifting forces to articles or groups of articles by mechanical means
- B66C1/22—Rigid members, e.g. L-shaped members, with parts engaging the under surface of the loads; Crane hooks
- B66C1/24—Single members engaging the loads from one side only
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/02—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials
- E04C2/26—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups
- E04C2/284—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating
- E04C2/288—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by specified materials composed of materials covered by two or more of groups E04C2/04, E04C2/08, E04C2/10 or of materials covered by one of these groups with a material not specified in one of the groups at least one of the materials being insulating composed of insulating material and concrete, stone or stone-like material
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
- E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
- E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
- E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/03—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance with indentations, projections, ribs, or the like, for augmenting the adherence to the concrete
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G25/00—Shores or struts; Chocks
- E04G25/04—Shores or struts; Chocks telescopic
- E04G25/06—Shores or struts; Chocks telescopic with parts held together by positive means
- E04G25/065—Shores or struts; Chocks telescopic with parts held together by positive means by a threaded nut
Abstract
The invention relates to the technical field of concrete, and discloses a prefabricated part assembling type concrete structure which comprises a basic assembly, a reinforcing assembly, a fixing assembly and a supporting assembly, wherein the reinforcing assembly is arranged in the basic assembly, the bottom end of the fixing assembly is fixedly connected to the top end of the basic assembly, and the supporting assembly is arranged in a groove at the front end of the basic assembly. According to the invention, the purpose of supporting is realized and the stability of the wallboard is improved through the structures of the first clamping seat, the second bolt, the connecting rod and the like, the barb is connected to the inner wall of the fixing seat in a sliding manner through two sides of the bottom end of the barb, the fixing seat and the barb are provided with a plurality of second limiting holes, so that the barb can be adjusted to be in a proper size, the barb is firstly slid upwards, after the hook of the crane is finished, the barb is moved downwards, and the first bolt is used for limiting, so that the hook can adapt to the operation of lifting hooks with different sizes.
Description
Technical Field
The invention relates to the technical field of concrete, in particular to a prefabricated part fabricated concrete structure.
Background
The fabricated structure is a concrete structure formed by assembling and connecting prefabricated components serving as main stress components. The assembled reinforced concrete structure is one of the important directions for the development of building structures in China, is beneficial to the development of industrialization of buildings in China, improves the production efficiency, saves energy, develops green and environment-friendly buildings, and is beneficial to improving and ensuring the quality of building engineering.
Through retrieval, chinese patent discloses an assembled reinforced concrete structure prefabricated part (publication No. CN 214329574U). although this patent technology solves the overall stress effect, in the installation process of the prefabricated part, after the position-limiting rod of the wall panel is put into the corresponding position-limiting hole, the wall panel is unstable and has no corresponding supporting structure, so that the wall panel may collapse, and when the crane hangs the panel, the aperture of the barb is usually too large or too small, so that the wall panel cannot be hung and the installed wall panel is unstable.
Disclosure of Invention
The invention aims to solve the defects in the prior art, and provides a prefabricated part fabricated concrete structure which can prevent a wallboard from collapsing, enhance the stability of the wallboard and adapt to lifting hooks of different sizes to work.
In order to realize the purpose, the invention provides the following technical scheme:
a prefabricated component assembly type concrete structure comprises a basic component, a reinforcing component, a fixing component and a supporting component, wherein the reinforcing component is arranged inside the basic component, the bottom end of the fixing component is fixedly connected to the top end of the basic component, and the supporting component is arranged in a groove at the front end of the basic component;
the basic assembly comprises a wall board, a clamping board is fixedly connected to the left end of the wall board, a slot is formed in the right end of the wall board, a plurality of grouting holes are formed in two sides of the bottom of the front end of the wall board, the bottom of the wall board is provided with the ground, a plurality of limiting rods are fixedly connected to four corners of the bottom of the wall board, and a plurality of first limiting holes are formed in the bottoms of the limiting rods corresponding to the ground;
the supporting component comprises a first clamping seat, through hole positions all around the first clamping seat are provided with a plurality of second bolts, the left side and the right side of the front end of the wallboard are connected with the bottom ends of the second bolts through threads, the inner walls of the left side and the right side of the first clamping seat are connected with a first fixing rod in a rotating mode, the bottom ends of the first fixing rod are connected with a connecting rod in a rotating mode, the bottom ends of the connecting rod are fixedly connected with a second fixing rod, and the left side and the right side of the second fixing rod are fixedly connected to the inner walls of the second clamping seat.
Through the technical proposal, the method has the advantages that,
further, the reinforcing assembly comprises a reinforcing plate, a concrete layer is arranged at the bottom end of the reinforcing plate, a waterproof layer is arranged at the bottom end of the concrete layer, and the bottom end of the waterproof layer is fixedly connected to the inner wall of the rear end of the wallboard; the four corners of the front end of the reinforcing plate are provided with a plurality of slurry inlets, the top end of the reinforcing plate is provided with a plurality of transverse reinforcing ribs, and the top end of the reinforcing plate is fixedly connected with a plurality of vertical reinforcing ribs;
through the technical scheme, after pouring the concrete through the slip casting hole, the centre forms concrete layer, the concrete layer bottom is equipped with the waterproof layer, the waterproof layer is to concrete layer's protection, impervious purpose has been reached, at last when placing the wallboard, there is first spacing hole on the corresponding ground of stopper rod in wallboard bottom, thereby reach the effect fixed to wallboard bottom, inside the concrete gets into the wallboard through going into the thick liquid mouth, the mutual cooperation of horizontal strengthening rib and vertical strengthening rib on the reinforcing plate, make when bearing external force, play very big stabilizing effect.
Furthermore, the fixing component comprises a fixing seat, a plurality of second limiting holes are formed in the front end and the rear end of the fixing seat, and a first bolt is connected to the through hole of the second limiting hole above the fixing seat through threads;
through the technical scheme, the first bolt is used for limiting the second limiting hole to achieve the locking effect.
Furthermore, the through holes at the top end of the fixing seat are connected to the left side and the right side of the bottom end of the barb in a sliding mode, and a plurality of second limiting holes are formed in the left side and the right side of the barb; the bottom ends of the fixed seats are fixedly connected with the left side and the right side of the top end of the wall plate,
through above-mentioned technical scheme, the barb can carry out height-adjusting through the spacing hole of second to adaptable not lifting hook of equidimension carries out work, and when the loop wheel machine colluded and gets, prevents that the wallboard from taking place to drop.
Furthermore, both ends of the inner side of each transverse reinforcing rib are fixedly connected to both ends of the outer side of each vertical reinforcing rib;
through above-mentioned technical scheme, the mutual cooperation of horizontal strengthening rib and perpendicular strengthening rib on the reinforcing plate for when experiencing external force, play very big stabilizing effect.
Furthermore, a plurality of steel bars are fixedly connected to the two ends of the outer side of the left side and the right side of the top end of the wallboard, which correspond to the fixed seats;
through above-mentioned technical scheme, the reinforcing bar bears the tensile stress, therefore can bear the effect of external force better.
Furthermore, the top end of the reinforcing plate is fixedly connected to the inner wall of the front end of the wall plate;
through above-mentioned technical scheme, improved the inside stability of wallboard through the reinforcing plate.
Furthermore, the inner sides of the middle parts of the connecting rods are fixedly connected with automatic telescopic rods;
through above-mentioned technical scheme, the effect of supporting the wallboard has been strengthened.
The invention has the following beneficial effects:
1. in the invention, when the wallboard is installed, two grooves are arranged at the front end of the wallboard, and corresponding reserved through holes are arranged in the grooves, firstly, the limiting rods at the bottom end of the wallboard are placed in the corresponding first limiting holes, then the first clamping seat is placed in a groove at the front end of the wallboard and is fixed with the reserved through hole through a second bolt, then the first fixed rod drives the connecting rod to rotate, the connecting rod drives the second fixed rod to rotate, the second fixed rod is placed on the inner wall of the second clamping seat, then observing the position of the second clamping seat, punching the ground vertical to the second clamping seat, fixing the ground through a second bolt, and simultaneously stretching an automatic telescopic rod on the connecting rod, thereby strengthened the stable effect of wallboard, formed the structure of a tripod at last, realized the purpose of support, reached the effect of stable wallboard.
2. According to the invention, two sides of the bottom end of the barb are slidably connected to the inner wall of the fixing seat, the fixing seat and the barb are provided with the plurality of second limiting holes, the barb is vertically moved, so that the inner diameter of the barb can be adjusted to be in a proper size, the barb is upwards slid when the crane hooks, and is downwards moved after the crane hooks are hooked and limited through the first bolt, so that the purpose of adjusting the height is realized, and the lifting hook can adapt to lifting hooks with different sizes to work.
Drawings
Fig. 1 is a perspective view of a prefabricated concrete structure according to the present invention;
fig. 2 is a side view of a prefabricated concrete structure according to the present invention;
fig. 3 is a schematic view illustrating an internal structure of a wall panel in a prefabricated concrete structure according to the present invention;
fig. 4 is a plan view illustrating a reinforcing plate in a prefabricated concrete structure according to the present invention;
FIG. 5 is an enlarged view of A in FIG. 1;
fig. 6 is an enlarged view of B in fig. 1.
Illustration of the drawings:
1. a base component; 101. a wallboard; 102. a ground surface; 103. a limiting rod; 104. reinforcing steel bars; 105. a first limit hole; 106. grouting holes; 2. a reinforcement assembly; 201. a reinforcing plate; 202. a concrete layer; 203. a waterproof layer; 204. erecting reinforcing ribs; 205. transverse strengthening ribs; 206. a pulp inlet; 207. clamping a plate; 208. a slot; 3. a fixing component; 301. a barb; 302. a first bolt; 303. a second limiting hole; 304. a fixed seat; 4. a support assembly; 401. a second bolt; 402. a first clamping seat; 403. a first fixing lever; 404. a connecting rod; 405. a second clamping seat; 406. a second fixing bar; 407. an automatic telescopic rod.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-6, one embodiment provided by the present invention: a prefabricated component fabricated concrete structure comprises a basic component 1, a reinforcing component 2, a fixing component 3 and a supporting component 4;
the reinforcing component 2 is arranged inside the basic component 1, the bottom end of the fixing component 3 is fixedly connected to the top end of the basic component 1, and the supporting component 4 is arranged in a groove at the front end of the basic component 1;
the basic assembly 1 comprises a wall board 101, a clamping board 207 is fixedly connected to the left end of the wall board 101, a slot 208 is arranged at the right end of the wall board 101, the clamping board 207 and the slot 208 are clamped with each other between the wall board 101 and the wall board 101, the effect of stabilizing the internal structure of the wall board 101 is achieved, the service life of the wall board 101 is prolonged, a plurality of grouting holes 106 are arranged at two sides of the bottom of the front end of the wall board 101, the ground 102 is arranged at the bottom end of the wall board 101, a plurality of limiting rods 103 are fixedly connected to four corners of the bottom end of the wall board 101, a plurality of first limiting holes 105 are arranged at the bottom ends of the limiting rods 103 corresponding to the ground 102, the supporting assembly 4 comprises a first clamping seat 402, a plurality of second bolts 401 are arranged at the through holes around the first clamping seat 402, the bottom ends of the second bolts 401 are all in threaded connection with the left and right sides of the front end of the wall board 101, the inner walls at the left and right ends of the first clamping seat 402 are all in rotary connection with a first fixing rod 403, the bottom ends of the first fixing rod 404, the bottom end of the connecting rod 404 is fixedly connected with a second fixing rod 406, the left end and the right end of the second fixing rod 406 are fixedly connected with the inner wall of a second clamping seat 405, the purpose of seepage resistance is achieved, the front end of the wallboard 101 is provided with two grooves, corresponding reserved through holes are arranged in the grooves, firstly, the limiting rod 103 at the bottom end of the wallboard 101 is placed in the corresponding first limiting hole 105, then, the first clamping seat 402 is placed in the groove at the front end of the wallboard 101, the reserved through holes are fixed through threads through a second bolt 401, then, the connecting rod 404 is driven to rotate through the first fixing rod 403, the connecting rod 404 drives the second fixing rod 406 to rotate, the second fixing rod 406 is placed on the inner wall of the second clamping seat 405, then, the position of the second clamping seat 405 is observed, the ground 102 vertical to the second clamping seat 405 is punched, the fixing is carried out through the second bolt 401, and meanwhile, an automatic telescopic rod 407 on the connecting rod 404 is stretched, thereby strengthened wallboard 101's stable effect, the last structure that forms a tripod has realized the purpose of supporting, has reached the effect of stable wallboard 101, removes at wallboard 101 and supports fixed back, and accessible cement seals the recess.
The reinforcing component 2 comprises a reinforcing plate 201, a concrete layer 202 is arranged at the bottom end of the reinforcing plate 201, a waterproof layer 203 is arranged at the bottom end of the concrete layer 202, and the bottom end of the waterproof layer 203 is fixedly connected to the inner wall of the rear end of the wallboard 101; the four corners of the front end of the reinforcing plate 201 are provided with a plurality of grout inlets 206, the top end of the reinforcing plate 201 is provided with a plurality of transverse reinforcing ribs 205, the top end of the reinforcing plate 201 is fixedly connected with a plurality of vertical reinforcing ribs 204, the four corners of the front end of the reinforcing plate 201 are provided with a plurality of grout inlets 206, concrete enters the wallboard 101 through the grout inlets 206, the top end of the reinforcing plate 201 is provided with a plurality of transverse reinforcing ribs 205, the top end of the reinforcing plate 201 is fixedly connected with a plurality of vertical reinforcing ribs 204, the fixing component 3 comprises a fixing seat 304, the front end and the rear end of the fixing seat 304 are both provided with a plurality of second limiting holes 303, the through holes of the second limiting holes 303 above are in threaded connection with first bolts 302, the locking effect is achieved through the limitation of the first bolts 302 on the second limiting holes 303, the through holes at the top end of the fixing seat 304 are both in sliding connection with the left side and the right side of the bottom end of the barb 301, the left side and the right side of the barb 301 are both provided with a plurality of the second limiting holes 303, the bottom end of the fixing seat 304 is fixedly connected with the left side and the left side of the top end of the wallboard 101, the height of the barb 301 can be adjusted through the second limiting hole 303, so that the lifting hook can adapt to the working of lifting hooks with different sizes, the two ends of the inner side of the transverse reinforcing rib 205 are fixedly connected to the two ends of the outer side of the vertical reinforcing rib 204, the two ends of the outer side of the left side and the right side of the top end of the wallboard 101, corresponding to the fixing seats 304, are fixedly connected with a plurality of reinforcing steel bars 104, the reinforcing steel bars 104 bear tensile stress, and therefore can better bear the action of external force, the top end of the reinforcing plate 201 is fixedly connected to the inner wall of the front end of the wallboard 101, the stability of the interior of the wallboard 101 is improved through the reinforcing plate 201, and the inner sides of the middle part of the connecting rod 404 are fixedly connected with automatic telescopic rods 407; the effect of supporting wallboard 101 has been strengthened, when the loop wheel machine colluded, prevent that wallboard 101 from taking place to drop, through barb 301 bottom both sides sliding connection on the inner wall of fixing base 304, because be equipped with the spacing hole 303 of a plurality of seconds on fixing base 304 and barb 301, through vertical migration barb 301, make the adjustable suitable size of barb 301 internal diameter, when the loop wheel machine colludes, with barb 301 upwards sliding, after the loop wheel machine colludes and gets, barb 301 downstream, and carry on spacingly through first bolt 302, the purpose of height-adjusting has been realized, it carries out work to have reached the lifting hook of adaptable equidimension not.
The working principle is as follows: two grooves are arranged at the front end of the wallboard 101, and corresponding reserved through holes are arranged in the grooves, firstly, the limiting rod 103 at the bottom end of the wallboard 101 is placed in the corresponding first limiting hole 105, then the first clamping seat 402 is placed in the groove at the front end of the wallboard 101, the reserved through holes are fixed by screw threads through the second bolt 401, then the connecting rod 404 is driven to rotate through the first fixing rod 403, the connecting rod 404 drives the second fixing rod 406 to rotate, the second fixing rod 406 is placed on the inner wall of the second clamping seat 405, then the position of the second clamping seat 405 is observed, the ground 102 vertical to the second clamping seat 405 is perforated and is fixed through the second bolt 401, meanwhile, the automatic telescopic rod 407 on the connecting rod 404 is telescopic, so that the stabilizing effect of the wallboard 101 is enhanced, finally, a tripod structure is formed, the supporting purpose is realized, and the effect of stabilizing the wallboard 101 is achieved, remove at wallboard 101 and support fixed back, accessible cement seals the recess, through barb 301 bottom both sides sliding connection on the inner wall of fixing base 304, because be equipped with the spacing hole 303 of a plurality of seconds on fixing base 304 and barb 301, through vertical migration barb 301, make the adjustable suitable size of barb 301 internal diameter, when the loop wheel machine colludes, upwards slide barb 301, after the loop wheel machine colludes, with barb 301 downstream, and carry out spacingly through first bolt 302, the purpose of height-adjusting has been realized, it carries out work to have reached the lifting hook of adaptable equidimension not.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, those skilled in the art can still make modifications to the technical solutions described in the foregoing embodiments, or make equivalent substitutions for some technical features, and any modifications, equivalents, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (8)
1. A prefabricated component fabricated concrete structure comprising a base component (1), a reinforcement component (2), a fixing component (3) and a support component (4), characterized in that:
the reinforcing component (2) is arranged inside the basic component (1), the bottom end of the fixing component (3) is fixedly connected to the top end of the basic component (1), and the supporting component (4) is arranged in a front-end groove of the basic component (1);
the basic assembly (1) comprises a wall board (101), wherein a clamping board (207) is fixedly connected to the left end of the wall board (101), a slot (208) is formed in the right end of the wall board (101), a plurality of grouting holes (106) are formed in two sides of the bottom of the front end of the wall board (101), the ground (102) is arranged at the bottom end of the wall board (101), a plurality of limiting rods (103) are fixedly connected to four corners of the bottom end of the wall board (101), and a plurality of first limiting holes (105) are formed in the bottom ends of the limiting rods (103) corresponding to the ground (102);
support assembly (4) include first joint seat (402), through-hole department all is provided with a plurality of second bolts (401) all around first joint seat (402), the equal threaded connection in second bolt (401) bottom is in the front end left and right sides of wallboard (101), first joint seat (402) is controlled the both ends inner wall and is all rotated and be connected first dead lever (403), first dead lever (403) bottom is all rotated and is connected with connecting rod (404), the equal fixedly connected with second dead lever (406) in connecting rod (404) bottom, the equal fixed connection in both ends is on the inner wall of second joint seat (405) about second dead lever (406).
2. A prefabricated component fabricated concrete structure according to claim 1, wherein: the reinforcing component (2) comprises a reinforcing plate (201), a concrete layer (202) is arranged at the bottom end of the reinforcing plate (201), a waterproof layer (203) is arranged at the bottom end of the concrete layer (202), and the bottom end of the waterproof layer (203) is fixedly connected to the inner wall of the rear end of the wallboard (101); the improved mortar filling machine is characterized in that a plurality of mortar inlets (206) are formed in four corners of the front end of the reinforcing plate (201), a plurality of transverse reinforcing ribs (205) are arranged at the top end of the reinforcing plate (201), and a plurality of vertical reinforcing ribs (204) are fixedly connected to the top end of the reinforcing plate (201).
3. A prefabricated component fabricated concrete structure according to claim 1, wherein: the fixing component (3) comprises a fixing seat (304), a plurality of second limiting holes (303) are formed in the front end and the rear end of the fixing seat (304), and a first bolt (302) is connected to the through hole of each second limiting hole (303) in a threaded mode.
4. A prefabricated component fabricated concrete structure according to claim 3, wherein: fixing base (304) top through-hole department is equal sliding connection in the bottom left and right sides of barb (301), the barb (301) left and right sides is provided with spacing hole of a plurality of seconds (303), the equal fixed connection in fixing base (304) bottom is in the top left and right sides of wallboard (101).
5. A prefabricated component fabricated concrete structure according to claim 2, wherein: the two ends of the inner side of the transverse reinforcing rib (205) are fixedly connected with the two ends of the outer side of the vertical reinforcing rib (204).
6. A prefabricated component fabricated concrete structure according to claim 1, wherein: the outer two ends of the left side and the right side of the top end of the wallboard (101) corresponding to the fixing seats (304) are fixedly connected with a plurality of reinforcing steel bars (104).
7. A prefabricated component fabricated concrete structure according to claim 2, wherein: the top end of the reinforcing plate (201) is fixedly connected to the inner wall of the front end of the wall plate (101).
8. The precast member fabricated concrete structure of claim 4, wherein: the inner sides of the middle parts of the connecting rods (404) are fixedly connected with automatic telescopic rods (407).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210802981.6A CN115126271A (en) | 2022-07-07 | 2022-07-07 | Prefabricated component assembled concrete structure |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210802981.6A CN115126271A (en) | 2022-07-07 | 2022-07-07 | Prefabricated component assembled concrete structure |
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| CN115126271A true CN115126271A (en) | 2022-09-30 |
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| CN202210802981.6A Pending CN115126271A (en) | 2022-07-07 | 2022-07-07 | Prefabricated component assembled concrete structure |
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Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012069016A1 (en) * | 2010-11-25 | 2012-05-31 | 欧文斯科宁知识产权资产有限公司 | Prefabricated thermal insulating composite panel, assembly thereof, moulded panel and concrete slab comprising same, method and mould profile for prefabricating same |
| CN204802846U (en) * | 2015-06-02 | 2015-11-25 | 赛驭通化工工程（上海）有限公司 | Can adjust novel lug of size |
| CN215888913U (en) * | 2021-08-20 | 2022-02-22 | 浙江亚厦装饰股份有限公司 | Assembled hanging ceiling |
| CN114439261A (en) * | 2020-11-05 | 2022-05-06 | 苏州旭杰绿建装配式设计有限公司 | Precast concrete vertical wallboard calibration installation supporting structure and construction method thereof |
-
2022
- 2022-07-07 CN CN202210802981.6A patent/CN115126271A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2012069016A1 (en) * | 2010-11-25 | 2012-05-31 | 欧文斯科宁知识产权资产有限公司 | Prefabricated thermal insulating composite panel, assembly thereof, moulded panel and concrete slab comprising same, method and mould profile for prefabricating same |
| CN204802846U (en) * | 2015-06-02 | 2015-11-25 | 赛驭通化工工程（上海）有限公司 | Can adjust novel lug of size |
| CN114439261A (en) * | 2020-11-05 | 2022-05-06 | 苏州旭杰绿建装配式设计有限公司 | Precast concrete vertical wallboard calibration installation supporting structure and construction method thereof |
| CN215888913U (en) * | 2021-08-20 | 2022-02-22 | 浙江亚厦装饰股份有限公司 | Assembled hanging ceiling |
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