CN112282070A - Concrete assembled structure with high supporting strength - Google Patents
Concrete assembled structure with high supporting strength Download PDFInfo
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- CN112282070A CN112282070A CN202011365022.XA CN202011365022A CN112282070A CN 112282070 A CN112282070 A CN 112282070A CN 202011365022 A CN202011365022 A CN 202011365022A CN 112282070 A CN112282070 A CN 112282070A
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- supporting
- supporting wall
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
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- Electromagnetism (AREA)
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Abstract
The invention relates to the technical field of assembly type buildings and discloses a concrete assembly type structure with high supporting strength, which comprises a first supporting wall, wherein a connecting plate is movably arranged at the top of the first supporting wall, a second supporting wall is fixedly arranged at the top of the connecting plate, supporting blocks are fixedly arranged on the left side and the right side of the connecting plate, a supporting cavity is formed in each supporting block, a spring is fixedly arranged on one side wall of the cavity in the supporting cavity, which is far away from the first supporting wall, one end of the spring, which is close to the first supporting wall, is fixedly connected with an extrusion column, which penetrates through the first supporting wall and extends between the first supporting wall and the supporting block, a limiting pad which is in contact with the first supporting wall is fixedly arranged at one end, which is close to the first supporting wall, of the extrusion column, and first pouring holes which are positioned at two sides. This concrete assembled structure that support intensity is high has possessed the advantage of the one deck bottom plate of installation top that can be convenient.
Description
Technical Field
The invention relates to the technical field of assembly type buildings, in particular to a concrete assembly type structure with high supporting strength.
Background
The fabricated building is a building which is fabricated by transferring a large amount of field operation work in the traditional construction mode to a factory, processing and manufacturing building components and accessories in the factory, transporting the components and accessories to a building construction site, and assembling and installing the components and accessories on the site in a reliable connection mode.
At present, the existing fabricated building on the market mostly has the advantage of less cast-in-place operation, but when multi-layer construction is carried out, the supporting rods are required to be supported on the floor layer below, repeated installation and the process of detaching the supporting rods prolong the working time, the time cost is increased, meanwhile, the connection part of the eave is generally an installation mode of firstly pouring concrete and then covering the eave, the installation mode has enough efficiency, but is not convenient for controlling the using amount of the concrete, the concrete is easily wasted, and therefore the concrete fabricated structure with high supporting strength is provided to solve the problem.
Disclosure of Invention
Technical problem to be solved
Aiming at the defects of the prior art, the invention provides a concrete assembly type structure with high supporting strength, which has the advantage of conveniently installing an upper floor plate, and solves the problems that most of the existing assembly type buildings on the market have the advantage of less cast-in-place operation, but when multi-layer construction is carried out, a lower floor plate needs to be supported by a support rod, the process of repeatedly installing and disassembling the support rod prolongs the working time, the time cost is increased, meanwhile, the connection part of an eave is usually an installation mode of firstly pouring concrete and then covering the eave, the installation mode has enough efficiency, but is not convenient for controlling the consumption of the concrete, and the concrete is easily wasted.
(II) technical scheme
In order to solve the technical problems of long construction period and difficult control of concrete consumption, the invention provides the following technical scheme: a concrete assembled structure with high supporting strength comprises a first supporting wall, wherein a connecting plate is movably arranged at the top of the first supporting wall, and a second supporting wall is fixedly arranged at the top of the connecting plate; supporting blocks are symmetrically and fixedly installed on the left side and the right side of the connecting plate, supporting cavities are formed in the supporting blocks, springs are fixedly installed on one side wall, far away from the first supporting wall, of the supporting cavity inner cavity, and extrusion columns penetrating through and extending between the first supporting wall and the supporting blocks are fixedly connected to one ends, close to the first supporting wall, of the springs; one end of the extrusion column close to the first supporting wall is fixedly provided with a limiting pad contacted with the first supporting wall; the top of the connecting plate is vertically and symmetrically provided with first pouring holes positioned on two sides of the second support wall; the top of the supporting block positioned on the right side of the second supporting wall is fixedly provided with a precast concrete floor; a fixing groove is formed in the left side below the precast concrete floor, and fixing blocks are fixedly mounted on the left side and the right side of the second support wall above the precast concrete floor; a push plate is clamped on the outer side of the right fixed block, an electric push rod is fixedly installed at the bottom of the push plate, and a pressing plate which is in contact with the top of the precast concrete floor is horizontally and fixedly installed at the lower end of the electric push rod; the top of the second supporting wall is fixedly provided with a connecting block, the top of the connecting block is movably connected with an eave, the top of the connecting block and the bottom of the eave are provided with grooves which are matched with each other to enclose a connecting groove, the top of the eave is provided with a second pouring hole communicated with the connecting groove, and the top of the eave is provided with an air hole which is positioned on the right side of the second pouring hole and communicated with the connecting groove; the top fixed mounting of eave has the sliding seat that is located the bleeder vent right side, the right side sliding connection of sliding seat has to run through and extend to the left slip dog of sliding seat.
Preferably, the first supporting wall and the second supporting wall are both prefabricated concrete wallboards, and the specifications of the first supporting wall and the second supporting wall are the same.
Preferably, the number of the springs is even and the springs are respectively distributed in the support cavities at two sides, and the distance between two adjacent springs at the same side is equal.
Preferably, the limiting pad is a rock wool pad, and the limiting pad is wrapped outside the extrusion column.
Preferably, the number of the first pouring holes is two, and the distance between the two first pouring holes is equal to the thickness of the first support wall.
Preferably, a gap exists between the left side of the precast concrete floor and the first support wall, and the size of the gap is equal to the diameter of the first pouring hole.
Preferably, the push plate is provided with a clamping groove inside, and the push plate is clamped with the fixing block through the clamping groove.
Preferably, the pressing plate is a stainless steel plate, and the left side of the pressing plate is smoothly arranged and is in contact with the second support wall.
Preferably, the size of the inner side of the sliding seat is matched with the size of the sliding stop block, the bottom of the sliding stop block is in contact with an eave, and the right side of the sliding stop block is in an isosceles triangle shape.
(III) advantageous effects
Compared with the prior art, the invention provides a concrete assembled structure with high supporting strength, which has the following beneficial effects:
1. the concrete assembling structure with high supporting strength is characterized in that a second supporting wall is arranged, when an upper floor needs to be installed, the second supporting wall is firstly arranged above a first supporting wall, the top of the first supporting wall is located between limiting pads on two sides, then the second supporting wall is moved downwards to drive a supporting block to move downwards, meanwhile, the first supporting wall extrudes the limiting pads towards two sides to compress a spring, so that the upper second supporting wall is kept to be installed above the first supporting wall under the action of the supporting blocks on the two sides and the extrusion columns, then the precast concrete floor is placed on the supporting block, an electric push rod is started to push a pressing plate to press the precast concrete floor, then pouring is carried out through a first pouring hole, so that the gap between the first supporting wall and the supporting block is filled with concrete, meanwhile, the inside of a fixing groove is filled with concrete, and the installation of the upper floor is completed, through the arrangement, the advantage that the upper layer of the bottom plate can be conveniently installed is achieved.
2. The concrete assembling structure with high supporting strength can arrange the eave on the joint block and align the connecting grooves when the eave needs to be installed, then can pour the interior of the eave through the second pouring hole, can ensure that slow pouring caused by air pressure does not occur in the pouring process due to the arrangement of the air holes during pouring, the pouring is finished when the second pouring hole is completely filled with concrete, then the sliding stop block is shifted to the left side to block the air holes so as to prevent the interior of the air holes from losing efficacy due to beating of rainwater, simultaneously, the right side of the sliding stop block is in an isosceles triangle shape to prevent rainwater from accumulating on the right side of the sliding stop block, the connecting mode greatly improves the interfaces of the eave and the joint of the second supporting wall and the concrete, can increase the fixing effect of the concrete, and can prevent accidents caused by left sliding of the block-shaped concrete when the concrete is not fixed with the connecting grooves, and the use of concrete is difficult to lead to extravagant excessively, through above setting, has possessed and can prevent that the concrete from using excessively to lead to extravagant and fixed better advantage of effect.
Drawings
FIG. 1 is a schematic structural view of a concrete fabricated structure with high supporting strength according to the present invention;
FIG. 2 is an enlarged view of the portion A in FIG. 1 of a concrete fabricated structure with high supporting strength according to the present invention;
fig. 3 is a connection diagram of a sliding seat and a sliding block of a concrete assembling structure with high supporting strength according to the present invention.
In the figure: 1. a first support wall; 2. a connecting plate; 3. a second support wall; 4. a support block; 5. a cavity is supported; 6. a spring; 7. extruding the column; 8. a restraint pad; 9. a first casting hole; 10. prefabricating a concrete floor; 11. fixing grooves; 12. a fixed block; 13. pushing the plate; 14. an electric push rod; 15. pressing a plate; 16. connecting blocks; 17. an eave; 18. connecting grooves; 19. a second pouring hole; 20. air holes are formed; 21. a sliding seat; 22. a sliding stop.
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. 1-3, a concrete fabricated structure with high supporting strength comprises a first supporting wall 1, wherein the first supporting wall 1 and a second supporting wall 3 are both prefabricated concrete wallboards, the specifications of the first supporting wall 1 and the second supporting wall 3 are the same, a connecting plate 2 is movably mounted at the top of the first supporting wall 1, and the second supporting wall 3 is fixedly mounted at the top of the connecting plate 2; by arranging the second supporting wall 3, when the floor of the upper floor is required to be installed, the second supporting wall 3 is firstly arranged above the first supporting wall 1, the top end of the first supporting wall 1 is positioned between the limiting pads 8 at the two sides, then the second supporting wall 3 is moved downwards to drive the supporting block 4 to move downwards, meanwhile, the diameter of the contact position of the top end of the first supporting wall 1 and the extrusion limiting pads 8 at the two sides is gradually increased, so that the spring 6 is gradually compressed outwards, the second supporting wall 3 above is kept to be installed above the first supporting wall 1 under the action of the supporting blocks 4 at the two sides and the extrusion columns 7, then the precast concrete floor 10 is arranged on the supporting block 4, the electric push rod 14 is started to push the press plate 15 to press the precast concrete floor 10, then the precast through the first pouring hole 9, so that the gap between the first supporting wall 1 and the supporting block 4 is filled with concrete, meanwhile, the fixing groove 11 is filled with concrete, so that the installation of the upper floor is completed, and through the arrangement, the floor has the advantage that the upper floor can be conveniently installed, the support blocks 4 are fixedly installed on the left side and the right side of the connecting plate 2, the support cavities 5 are formed in the support blocks 4, springs 6 are fixedly installed on one side wall of the inner cavity of each support cavity 5, which is far away from the first support wall 1, the number of the springs 6 is even, the springs 6 are respectively distributed in the support cavities 5 on the two sides, the distance between every two adjacent springs 6 on the same side is equal, one end, close to the first support wall 1, of each spring 6 is fixedly connected with an extrusion column 7 which penetrates through and extends to the position between the first support wall 1 and the support block 4, one end, close to the first support wall 1, of each extrusion column 7 is fixedly provided with a limiting pad 8 which is in contact with the first support wall 1, each limiting, the top of the connecting plate 2 is provided with first pouring holes 9 positioned at two sides of a second supporting wall 3, the number of the first pouring holes 9 is two, the distance between the two first pouring holes 9 is equal to the thickness of the first supporting wall 1, the top of the supporting block 4 is fixedly provided with a precast concrete floor 10 positioned at the right side of the second supporting wall 3, a gap exists between the left side of the precast concrete floor 10 and the first supporting wall 1, the size of the gap is equal to the diameter of the first pouring holes 9, the left side of the precast concrete floor 10 is provided with a fixing groove 11, the left side and the right side of the second supporting wall 3 are both fixedly provided with fixing blocks 12, the outer side of the right fixing block 12 is clamped with a push plate 13, the inside of the push plate 13 is provided with a clamping groove, the push plate 13 is clamped with the fixing block 12 through the clamping groove, the bottom of the push plate 13 is fixedly provided with an electric push rod 14, the bottom, the pressing plate 15 is a stainless steel plate, the left side of the pressing plate 15 is smoothly arranged and is in contact with the second supporting wall 3, the top of the second supporting wall 3 is fixedly provided with a connecting block 16, the top of the connecting block 16 is movably connected with an eave 17, the top of the connecting block 16 and the bottom of the eave 17 are both provided with connecting grooves 18, the top of the eave 17 is provided with a second pouring hole 19 communicated with the connecting grooves 18, the top of the eave 17 is provided with vent holes 20 positioned at the right side of the second pouring hole 19 and communicated with the connecting grooves 18, the top of the eave 17 is fixedly provided with a sliding seat 21 positioned at the right side of the vent holes 20, the right side of the sliding seat 21 is slidably connected with a sliding stop 22 penetrating and extending to the left side of the sliding seat 21, the size of the inner side of the sliding seat 21 is matched with the size of the sliding stop 22, the bottom of the sliding stop 22 is in contact with, when the eave 17 needs to be installed, the eave 17 can be placed on the connecting block 16, the connecting grooves 18 are aligned with each other, then the interior of the connecting block can be poured through the second pouring hole 19, the arrangement of the air holes 20 can ensure that slow pouring caused by air pressure in the pouring process can not occur, when the second pouring hole 19 is completely filled with concrete, the pouring is finished, then the sliding block 22 is shifted to the left side to block the air holes 20 so as to prevent the interior of the air holes 20 from losing efficacy caused by rainwater beating, meanwhile, the right side of the sliding block 22 is in an isosceles triangle shape so as to prevent rainwater from accumulating on the right side of the sliding block 22, the connecting mode greatly improves the interface of the eave 17 and the connecting part of the second supporting wall 3 and the concrete, the fixing effect of the concrete can be increased, and when the concrete is not fixed with the connecting grooves 18, the block-shaped concrete can prevent accidents caused by left and right sliding of the ea, and the use of concrete is difficult to lead to extravagant excessively, through above setting, has possessed and can prevent that the concrete from using excessively to lead to extravagant and fixed better advantage of effect.
In conclusion, the problem that when the existing fabricated building on the market is constructed in multiple layers at present, the supporting rods need to be used for supporting the fabricated building on the floor below the fabricated building, the repeated processes of installing and detaching the supporting rods prolong the working hours and increase the time cost is solved, meanwhile, the connection part of the eave is usually an installation mode that the eave is covered after concrete is poured firstly, the installation mode is enough in efficiency, but the use amount of the concrete is not convenient to control, and the concrete waste is easily caused.
It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus. Without further limitation, an element defined by the phrase "comprising an … …" does not exclude the presence of other identical elements in a process, method, article, or apparatus that comprises the element.
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 (9)
1. The utility model provides a concrete assembled structure that support intensity is high, includes first supporting wall (1), its characterized in that: the top of the first supporting wall (1) is movably provided with a connecting plate (2), and the top of the connecting plate (2) is fixedly provided with a second supporting wall (3); supporting blocks (4) are symmetrically and fixedly installed on the left side and the right side of the connecting plate (2), a supporting cavity (5) is formed in the supporting block (4), a spring (6) is fixedly installed on one side wall, away from the first supporting wall (1), of an inner cavity of the supporting cavity (5), and one end, close to the first supporting wall (1), of the spring (6) is fixedly connected with an extrusion column (7) which penetrates through the first supporting wall (1) and extends to a position between the first supporting wall (1) and the supporting block (4); one end of the extrusion column (7) close to the first supporting wall (1) is fixedly provided with a limiting pad (8) which is in contact with the first supporting wall (1); the top of the connecting plate (2) is vertically and symmetrically provided with first pouring holes (9) positioned on two sides of the second support wall (3); the top of the supporting block (4) positioned on the right side of the second supporting wall (3) is fixedly provided with a precast concrete floor (10); a fixing groove (11) is formed in the left side below the precast concrete floor (10), and fixing blocks (12) are fixedly mounted on the left side and the right side of the second support wall (3) above the precast concrete floor (10); a push plate (13) is clamped on the outer side of the right-side fixed block (12), an electric push rod (14) is fixedly installed at the bottom of the push plate (13), and a press plate (15) which is in contact with the top of the precast concrete floor (10) is horizontally and fixedly installed at the lower end of the electric push rod (14); a connecting block (16) is fixedly mounted at the top of the second supporting wall (3), an eave (17) is movably connected to the top of the connecting block (16), grooves which are matched with each other to enclose a connecting groove (18) are formed in the top of the connecting block (16) and the bottom of the eave (17), a second pouring hole (19) communicated with the connecting groove (18) is formed in the top of the eave (17), and an air vent (20) which is located on the right side of the second pouring hole (19) and communicated with the connecting groove (18) is formed in the top of the eave (17); the roof eave (17) top fixed mounting have be located bleeder vent (20) right side sliding seat (21), the right side sliding connection of sliding seat (21) has to run through and extends to sliding block (22) on sliding seat (21) left side.
2. The concrete fabricated structure of claim 1, wherein: the first supporting wall (1) and the second supporting wall (3) are both prefabricated concrete wallboards, and the specifications of the first supporting wall (1) and the second supporting wall (3) are the same.
3. The concrete fabricated structure of claim 1, wherein: the number of the springs (6) is even and the springs are respectively distributed in the support cavities (5) on the two sides, and the distances between the two adjacent springs (6) on the same side are equal.
4. The concrete fabricated structure of claim 1, wherein: the limiting pad (8) is a rock wool pad, and the limiting pad (8) is wrapped on the outer side of the extrusion column (7).
5. The concrete fabricated structure of claim 1, wherein: the number of the first pouring holes (9) is two, and the distance between the two first pouring holes (9) is equal to the thickness of the first support wall (1).
6. The concrete fabricated structure of claim 1, wherein: a gap exists between the left side of the precast concrete floor (10) and the first supporting wall (1), and the size of the gap is equal to the diameter of the first pouring hole (9).
7. The concrete fabricated structure of claim 1, wherein: the inside of push pedal (13) is seted up the draw-in groove, push pedal (13) pass through the draw-in groove and fixed block (12) joint.
8. The concrete fabricated structure of claim 1, wherein: the pressing plate (15) is a stainless steel plate, and the left side of the pressing plate (15) is smoothly arranged and is in contact with the second support wall (3).
9. The concrete fabricated structure of claim 1, wherein: the size of the inner side of the sliding seat (21) is matched with that of the sliding stop block (22), the bottom of the sliding stop block (22) is in contact with an eave (17), and the right side of the sliding stop block (22) is in an isosceles triangle shape.
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| CN202011365022.XA CN112282070A (en) | 2020-11-27 | 2020-11-27 | Concrete assembled structure with high supporting strength |
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| CN202011365022.XA CN112282070A (en) | 2020-11-27 | 2020-11-27 | Concrete assembled structure with high supporting strength |
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| CN111691430A (en) * | 2020-06-29 | 2020-09-22 | 福建江夏学院 | Connecting device of link plate among deep basal pit supporting construction |
| CN111764449A (en) * | 2020-06-30 | 2020-10-13 | 福建江夏学院 | House engineering reinforcing and supporting device |
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