CN116717081A - BDF ribbed steel mesh hollow member hollow floor construction device - Google Patents
BDF ribbed steel mesh hollow member hollow floor construction device Download PDFInfo
- Publication number
- CN116717081A CN116717081A CN202310894375.6A CN202310894375A CN116717081A CN 116717081 A CN116717081 A CN 116717081A CN 202310894375 A CN202310894375 A CN 202310894375A CN 116717081 A CN116717081 A CN 116717081A
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- Prior art keywords
- bdf
- steel mesh
- ribbed steel
- mounting groove
- mesh member
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 164
- 239000010959 steel Substances 0.000 title claims abstract description 164
- 238000010276 construction Methods 0.000 title claims abstract description 22
- 238000000034 method Methods 0.000 claims abstract description 29
- 230000002787 reinforcement Effects 0.000 claims description 21
- 238000009434 installation Methods 0.000 abstract description 32
- 238000005058 metal casting Methods 0.000 description 14
- 230000007246 mechanism Effects 0.000 description 10
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 3
- 230000005484 gravity Effects 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 210000005056 cell body Anatomy 0.000 description 2
- 210000002421 cell wall Anatomy 0.000 description 2
- 238000006073 displacement reaction Methods 0.000 description 2
- 238000010030 laminating Methods 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
Classifications
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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
-
- 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
- E04C5/04—Mats
-
- 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
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Sewage (AREA)
- Revetment (AREA)
Abstract
The application discloses a construction device for a hollow floor of a BDF ribbed steel mesh member, which is used for limiting the BDF ribbed steel mesh member in the process of lifting the BDF ribbed steel mesh member to an installation groove, and comprises a plurality of limiting members, wherein the limiting members are respectively arranged at each side wall of the installation groove, guide inclined planes are arranged on the limiting members, and the BDF ribbed steel mesh member is positioned to the central position of the installation groove through the guide inclined planes in the lifting process of the BDF ribbed steel mesh member; according to the limiting member provided by the application, in the process that the ribbed steel mesh body enters the mounting groove, the ribbed steel mesh body is positioned to the central position of the mounting groove through the guide inclined plane, so that the problem that the gap between the ribbed steel mesh body and the wall of the mounting groove is too small due to deviation of the mounting position of the ribbed steel mesh body is avoided, and concrete can smoothly flow in the gap between the ribbed steel mesh body and the wall of the mounting groove.
Description
Technical Field
The application relates to the technical field of constructional engineering, in particular to a construction device for a BDF ribbed steel mesh hollow member hollow floor.
Background
The BDF ribbed steel mesh engraved member is a reinforced steel mesh engraved member commonly used in building and structural engineering; the BDF ribbed steel mesh hollowed member is characterized in that the intervals between the steel bars are uniform, and the welded metal meshes are filled between the steel bars to form the mesh hollowed member with a net structure. The structure can provide transverse rigidity and has higher strength and tensile capacity.
The utility model provides a be CN215858615U, the publication is 2022 and the patent of 02 month 18 day, discloses a locating component for installation of BDF ribbed steel mesh engraving, relates to and waters cavity superstructure accessory field, including two at least locating component bodies, two locating component bodies all include locating rack and two reinforcement, the locating rack comprises fixed cross axle, two fixed vertical axes, two location cross axles and two location vertical axes, the both ends of fixed cross axle respectively with the bottom fixed connection of two fixed vertical axes opposite one sides, two fixedly connected with two reinforcement between the fixed vertical axes, two the fixed vertical axes deviate from the top of one side all fixedly connected with location cross axle each other, two the one end of location cross axle is fixedly connected with location vertical axis each other.
In the in-service use, BDF ribbed steel mesh member should need arrange the assigned position when the installation, and the workman is through the direct BDF ribbed steel mesh member of putting into the mounting groove of crane now, relies on manual operation and naked eye to observe completely and guarantees BDF ribbed steel mesh member's position accuracy, leads to the clearance between BDF ribbed steel mesh member and the mounting groove cell wall too little easily to influence the flow of concrete at BDF ribbed steel mesh member and mounting groove cell wall.
Disclosure of Invention
The application aims to provide a BDF ribbed steel mesh hollow member hollow floor construction device which aims to solve the defects in the prior art.
In order to achieve the above object, the present application provides the following technical solutions: the utility model provides a hollow superstructure construction equipment of BDF ribbed steel mesh fretwork component, its is used for hoisting the in-process to the mounting groove to BDF ribbed steel mesh fretwork component is spacing, including a plurality of spacing components, a plurality of spacing components divide to be arranged in each lateral wall department of mounting groove, be provided with the direction inclined plane on the spacing component, at the hoist and mount in-process of BDF ribbed steel mesh fretwork component, BDF ribbed steel mesh fretwork component passes through the direction inclined plane and fixes a position to the central point of mounting groove.
Preferably, lifting lugs for lifting are arranged on the BDF ribbed steel mesh hollowed member.
Preferably, the limiting members are provided with four groups, and the four groups of limiting members are respectively arranged on four side groove walls of the mounting groove.
Preferably, the mounting groove is arranged in the reinforcement cage, the limiting member is connected with the reinforcement cage, and the limiting member is used for applying elastic force to the center of the mounting groove to the BDF ribbed steel mesh engraved member.
Preferably, the limiting member comprises a rod piece, the upper end of the rod piece is rotationally connected to the reinforcement cage through a connecting rib, and the side wall of the rod piece is connected with the reinforcement cage through a first elastic piece.
Preferably, the rod piece is cylindrical and has a smooth surface.
Preferably, the rod piece comprises a guide section and a support section, wherein the support section is positioned at the lower end of the guide section, and the length direction of the support section is perpendicular to the length direction of the guide section.
Preferably, the rod piece further comprises a limiting section, the limiting section is located at the upper end of the guiding section, the connecting rib is located at the joint of the limiting section and the guiding section, the mounting groove is internally provided with a collision piece, the collision piece is in limiting fit with the limiting section, and the collision piece is used for limiting the horizontal movement of the guiding section in the rotating process.
Preferably, the two ends of the connecting rib are fixedly connected with limiting rods which are mutually perpendicular to the connecting rib.
Preferably, the length of the limiting rod is greater than the distance from the mounting ring to the notch of the mounting groove, and the length direction of the limiting rod is consistent with the length direction of the rod piece guide section.
The application has the beneficial effects that: in the technical scheme, the limiting member provided by the application has the advantages that in the process that the ribbed steel mesh body enters the mounting groove, the ribbed steel mesh body is positioned to the central position of the mounting groove through the guide inclined plane, so that the problem that the gap between the ribbed steel mesh body and the wall of the mounting groove is too small due to deviation of the mounting position of the ribbed steel mesh body is avoided, and concrete can smoothly flow in the gap between the ribbed steel mesh body and the wall of the mounting groove.
Drawings
In order to more clearly illustrate the embodiments of the present application or the technical solutions in the prior art, the drawings required for the embodiments will be briefly described below, and it is apparent that the drawings in the following description are only some embodiments described in the present application, and other drawings may be obtained according to these drawings for a person having ordinary skill in the art.
Fig. 1 is a side sectional view of a hollow floor construction device of a BDF ribbed steel mesh hollow member provided in an embodiment of the present application;
fig. 2 is an enlarged view of a position a of the hollow floor construction device of the hollow floor with the BDF ribbed steel mesh member in fig. 1 provided by the embodiment of the application;
fig. 3 is a schematic structural view of a limiting member of a hollow floor construction device with a BDF ribbed steel mesh hollow member according to an embodiment of the present application;
fig. 4 is a cross-sectional view of the interior of a sleeve of a hollow floor construction device with a BDF ribbed steel mesh member according to an embodiment of the present application.
Reference numerals illustrate:
1. a hoisting mechanism; 2. BDF ribbed steel mesh engraved member; 21. lifting lugs; 22. a second elastic sheet; 3. a reinforcement cage; 31. a mounting groove; 32. a mounting ring; 321. a tank body; 33. a contact member; 4. a limiting mechanism; 41. a rod piece; 411. a guide section; 412. a support section; 413. a limiting section; 414. a clamping groove; 415. a sleeve; 416. a spring; 417. a stop block; 42. a first elastic sheet; 43. a connecting rib; 44. and a limit rod.
Detailed Description
In order to make the technical scheme of the present application better understood by those skilled in the art, the present application will be further described in detail with reference to the accompanying drawings.
In the description of the present application, unless otherwise indicated, the meaning of "a plurality" is two or more; the terms "upper," "lower," "left," "right," "inner," "outer," "front," "rear," "head," "tail," and the like are used as directions or positional relationships based on the directions or positional relationships shown in the drawings, merely to facilitate description of the application and to simplify the description, and do not indicate or imply that the devices or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the application. In the description of the present application, it should be noted that, unless explicitly stated and limited otherwise, the terms "connected," "connected," and "connected" are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium. The specific meaning of the above terms in the present application will be understood in specific cases by those of ordinary skill in the art.
As shown in fig. 1 to fig. 4, the hollow floor construction device for a BDF ribbed steel mesh member provided by the embodiment of the present application is used for limiting the BDF ribbed steel mesh member 2 in the process of lifting the BDF ribbed steel mesh member 2 to the installation groove 31, and includes a plurality of limiting members 4, wherein the plurality of limiting members 4 are respectively arranged at each side wall of the installation groove 31, guide inclined planes are provided on the limiting members 4, and the BDF ribbed steel mesh member 2 is positioned to the center position of the installation groove 31 through the guide inclined planes in the lifting process of the BDF ribbed steel mesh member 2.
Specifically, the construction device hoists the BDF ribbed steel net member 2 into the installation groove 31 through the hoisting mechanism 1, the hoisting mechanism 1 can be a crane, a hoist and the like, which is not described in detail in the prior art, the installation groove 31 is arranged in the reinforcement cage 3, during the actual use, the hoisting mechanism 1 firstly hoists the BDF ribbed steel net member 2 above the installation groove 31 and then slowly descends, the BDF ribbed steel net member 2 gradually stretches into the installation groove 31, at this time, the BDF ribbed steel net member 2 contacts with the limiting member 4, the limiting member 4 can be a strip-shaped part which is obliquely arranged, in the embodiment, the strip-shaped part can be a reinforcing steel bar, the upper end of the reinforcing steel bar is connected with the reinforcement cage 3, the reinforcing steel bar is obliquely arranged so that the surface forms a guiding inclined plane, the lower end of the guiding inclined plane faces the middle part of the installation groove 31, so BDF ribbed steel mesh member 2 and direction inclined plane contact back, BDF ribbed steel mesh member 2 moves towards the middle part of mounting groove 31 gradually along the incline direction of direction inclined plane, until BDF ribbed steel mesh member 2 removes the terminal of reinforcing bar, when the terminal of direction inclined plane promptly, BDF ribbed steel mesh member 2 also removes the center department of mounting groove 31, utilize the setting of reinforcing bar and direction inclined plane, make BDF ribbed steel mesh member 2 can be in the center of mounting groove 31, and have reasonable interval with the lateral wall of mounting groove 31, avoid the interval too little and cause the problem that the concrete can't flow between BDF ribbed steel mesh member 2 and mounting groove 31 when filling, make the concrete fill smoothly and enter into BDF ribbed steel mesh member 2 and mounting groove 31.
Further, lifting lugs 21 for lifting are mounted on the BDF ribbed steel mesh member 2.
Specifically, install the lug 21 that is used for hoist and mount on the BDF ribbed steel mesh member 2, lug 21 is arranged in hanging the lifting hook in hoist mechanism 1, lug 21 is preferably four sets of, four sets of lugs 21 are arranged respectively in the top four corners of BDF ribbed steel mesh member 2, the setting of four sets of lugs 21 makes hoist mechanism 1 adopt the mode of multiple spot hoist and mount to BDF ribbed steel mesh member 2, improve BDF ribbed steel mesh member 2 stability in hoist and mount in-process, reduce BDF ribbed steel mesh member 2 and appear rocking the condition in hoist and mount and entering into mounting groove 31.
Further, the stopper members 4 are provided with four groups, and the four groups of stopper members 4 are disposed on the four side groove walls of the mounting groove 31, respectively.
Specifically, the four sets of limiting members 4 are respectively arranged on four side groove walls of the mounting groove 31, the four sets of limiting members 4 are correspondingly provided with four sets of guiding inclined planes, in the process that the BDF ribbed steel mesh member 2 descends into the mounting groove 31, the four sets of guiding inclined planes drive the BDF ribbed steel mesh member 2 to move towards the center of the mounting groove 31 together, the height of the guiding inclined planes is smaller than that of the mounting groove 31, that is, the tail ends of the guiding inclined planes have a certain distance from the bottom of the mounting groove 31, when the BDF ribbed steel mesh member 2 moves to the tail ends of the guiding inclined planes, the BDF ribbed steel mesh member 2 is not contacted with the bottom of the mounting groove 31, so when the BDF ribbed steel mesh member 2 moves to the tail ends along the guiding inclined planes, the BDF ribbed steel mesh member 2 is located at the middle of the installation groove 31, but is not moved to the bottom of the installation groove 31, so that the BDF ribbed steel mesh member 2 moves to the end of the guiding inclined plane and then descends vertically, so that the BDF ribbed steel mesh member 2 contacts with the bottom of the installation groove 31, at this time, the four groups of limiting members 4 are abutted against the side wall of the BDF ribbed steel mesh member 2, and under the blocking limitation of the limiting members 4, the phenomenon that the BDF ribbed steel mesh member 2 shakes after installation and the BDF ribbed steel mesh member 2 moves left and right in the installation groove 31 occurs in the concrete pouring process can be avoided, so that the BDF ribbed steel mesh member 2 can be stably arranged in the middle of the installation groove 31.
In another embodiment of the present application, the mounting groove 31 is formed in the reinforcement cage 3, the limiting member 4 is connected with the reinforcement cage 3, and the limiting member 4 is used for applying an elastic force to the BDF ribbed steel mesh member 2 toward the center of the mounting groove 31.
Specifically, the limiting member 4 is used for providing an elastic force to the BDF ribbed steel mesh member 2 toward the center of the installation groove 31, the limiting member 4 is a strip-shaped component with elasticity, such as a steel wire, an iron wire, etc., and has certain toughness and elastic force, so that in the process of lowering the BDF ribbed steel mesh member 2 into the installation groove 31, since the BDF ribbed steel mesh member 2 has certain weight, when the BDF ribbed steel mesh member 2 descends and contacts with the limiting member 4, the BDF ribbed steel mesh member 2 is extruded to deform, the limiting member 4 and the guide inclined plane are gradually deformed from an inclined state to an approximately vertical state, after the BDF ribbed steel mesh member 2 moves to the bottom of the installation groove 31, the spacing component 4 laminating of vertical state is in the lateral wall of BDF ribbed steel mesh member 2, four groups of spacing components 4 utilize its toughness and elastic force to provide BDF ribbed steel mesh member 2 this moment and to the elastic force at mounting groove 31 center, four groups of spacing components 4 just also be equivalent to will be to BDF ribbed steel mesh member 2 centre gripping in mounting groove 31, avoid BDF ribbed steel mesh member 2 appear doing the phenomenon of horizontal displacement in follow-up concrete placement in-process, secondly, during concrete placement, utilize self buoyancy also can lead to BDF ribbed steel mesh member 2 to appear upwards moving the phenomenon, consequently four groups of spacing components 4 not only can prevent its removal to all around to BDF ribbed steel mesh member 2 centre gripping, also can prevent its phenomenon that upwards moves to appear.
In an alternative embodiment, the limiting member 4 comprises a rod 41, the upper end of the rod 41 is rotatably connected to the reinforcement cage 3 through a connecting rib 43, and the side wall of the rod 41 is connected to the reinforcement cage 3 through a first elastic sheet 42.
Specifically, the upper end of member 41 rotates to be connected on steel reinforcement cage 3, install collar 32 on the steel reinforcement cage 3, the cell body 321 has been seted up to the inside of collar 32, in this implementation, cell body 321 is circular hole, connecting rod 43 is installed to the upper end of member 41, connecting rod 43 stretches into in the circular hole of collar 32, connecting rod 43 is cylindric, can rotate in circular hole, member 41 passes through connecting rod 43 and rotates in collar 32, member 41 can be the reinforcing bar, member 41's lateral wall is connected with steel reinforcement cage 3 through first elastic piece 42, first elastic piece 42 is V type structure, in the in-service use, BDF band rib steel net member 2 descends and utilizes self gravity to drive member 41 to rotate, member 41's upper end rotates on collar 32, member 41 is the approximately vertical state from the slope state gradually, first elastic piece 42 of V type structure contracts gradually, until BDF band rib steel net member 2 and mounting groove 31's bottom contact back, member 41 has become vertical state, and laminating is in BDF band rib steel net member 2, but can prevent that the net member 2 from moving to the net member 4 is moved to the side wall, but can prevent that BDF band rib steel net member 2 from moving to the centre joint up to the side wall, but the net member 2 is moved to the net member through the elastic piece 2.
Further, the rod 41 is cylindrical and has a smooth surface.
Specifically, the rod 41 is cylindrical, and may be a steel bar, a steel pipe or the like with a smooth surface, because the BDF ribbed steel mesh member 2 slides along the surface of the rod 41 when entering into the installation groove 31, the contact area and the friction force between the BDF ribbed steel mesh member 2 and the rod 41 can be reduced by utilizing the cylindrical structure of the rod 41 and the smooth surface, so that the BDF ribbed steel mesh member 2 can smoothly enter into the installation groove 31, and the phenomenon that the BDF ribbed steel mesh member 2 is blocked in the descending process is avoided.
In another embodiment of the present application, the rod 41 includes a guide section 411 and a support section 412, the support section 412 is located at the lower end of the guide section 411, and the length direction of the support section 412 is perpendicular to the length direction of the guide section 411.
Specifically, the rod 41 includes a guide section 411 and a support section 412, the length direction of the support section 412 is perpendicular to the length direction of the guide section 411, in this embodiment, the rod 41 combined by the guide section 411 and the support section 412 is in an L-shaped structure, the first elastic piece 42 is connected with the guide section 411, and in the actual use process, the rod 41 includes a first state and a second state, specifically as follows:
the first state of the bar 41, i.e. the initial state, the guide section 411 is arranged obliquely and forms a guide slope;
the second state of the rod 41 is that the BDF ribbed steel mesh member 2 enters the installation groove 31, at this time, the rod 41 is vertically arranged, the first elastic piece 42 is in the first shrinkage state, the guide section 411 is located on the side wall of the BDF ribbed steel mesh member 2, the support section 412 is located at the bottom of the BDF ribbed steel mesh member 2, and a certain distance is reserved between the support section 412 and the bottom of the installation groove 31;
in the process that the rod 41 is deformed from the first state to the second state, the BDF ribbed steel mesh member 2 descends and contacts with the guide section 411 in the first state, under the influence of the descending and gravity of the BDF ribbed steel mesh member 2, the guide section 411 is forced to rotate to the groove wall side of the installation groove 31, when the BDF ribbed steel mesh member 2 moves to the tail end (i.e., the lower end) of the guide section 411, the guide section 411 rotates from the inclined state to an approximately vertical state, the first elastic piece 42 continuously contracts along with the rotation of the guide section 411, at this time, the rod 41 is in the second state, the guide section 411 is located on the side wall of the BDF ribbed steel mesh member 2, the support section 412 is located on the bottom of the BDF ribbed steel mesh member 2, and under the support of the support section 412, the BDF ribbed steel mesh member 2 is in an indirectly suspended state, and has a distance from the bottom of the installation groove 31, so that concrete can also flow into a space between the BDF ribbed steel mesh member 2 and the bottom of the installation groove 31, i.e., the hollow member 31 is not in contact with the bottom of the BDF ribbed steel mesh member 2, and the installation groove 31 is not arranged.
Further, the rod 41 further comprises a limiting section 413, the limiting section 413 is located at the upper end of the guiding section 411, the connecting rib 43 is located at the joint of the limiting section 413 and the guiding section 411, the mounting groove 31 is internally provided with a collision piece 33, the collision piece 33 is in limiting fit with the limiting section 413, and the collision piece 33 is used for limiting the horizontal movement of the limiting section 413 and the guiding section 411 in the rotating process.
Specifically, each group of limiting mechanisms 4 includes two groups of rods 41, the two groups of rods 41 are connected with each other through a connecting rib 43, the rods 41 further includes a limiting section 413, the limiting section 413 is located at the upper end of the guiding section 411, the connecting rib 43 is located between the limiting section 413 and the guiding section 411, the limiting section 413, the guiding section 411 and the supporting section 412 are integrally formed, the formed rods 41 are in a Z-shaped structure, in this embodiment, a groove 321 in the mounting ring 32 is a strip-shaped chute, the connecting rib 43 is located in the chute and forms sliding guiding fit with the chute, the first elastic piece 42 is located at the lower end of the guiding section 411, a collision piece 33 is also installed in the mounting groove 31, the collision piece 33 is used for limiting the horizontal movement of the guiding section 411 in the rotation process, the collision piece 33 can be a metal casting, the metal casting is welded, clamped or bound on the reinforcement cage 3 and located on the side wall of the mounting groove 31, one side surface of the metal casting, which is close to the rod piece 41, is an arc surface, when the rod piece 41 is in a first state, the limiting section 413 is positioned on the arc surface of the metal casting, in the process that the rod piece 41 rotates from the first state to a second state, the limiting section 413 slides on the arc surface of the metal casting, in the process, the limiting section 413 is abutted against the metal casting, the sliding of the rod piece 41 in a chute is limited, the phenomenon that the rod piece 41 moves horizontally when guiding the BDF ribbed steel mesh member 2, so that the installation position of the BDF ribbed steel mesh member 2 deviates is avoided, when the rod piece 41 is in the second state, namely, the rod piece 41 is in an approximately vertical state under the gravity limitation of the BDF ribbed steel mesh member 2, the limiting section 413 is separated from the arc surface of the metal casting, the limiting section 413 is positioned obliquely above the metal casting, the upper surface of the metal casting is horizontal, when the BDF ribbed steel net member 2 enters the mounting groove 31 and the position thereof is adjusted, the BDF ribbed steel net member 2 can be driven to horizontally move in the mounting groove 31 by a hoisting mechanism 1 or a manual mode, because the rod piece 41 in the second state indirectly suspends the BDF ribbed steel net member 2 in the mounting groove 31, the BDF ribbed steel net member 2 can slide on the supporting section 412 of the rod piece 41 during adjustment, the indirectly suspended arrangement can avoid the problem that the BDF ribbed steel net member 2 is difficult to move and adjust after contacting with the bottom of the mounting groove 31, meanwhile, the whole movement of the BDF ribbed steel net member 2 drives the rod piece 41 on one side of the moving direction thereof to synchronously move, the BDF ribbed steel net member 2 gradually enters between two groups of mounting rings 32, when the rod piece 41 is extruded by the BDF ribbed steel net member 2, the first elastic piece 42 performs secondary shrinkage, the connecting rib 43 slides in the sliding groove, the guide section 411 moves to the upper side of the metal casting, after the BDF ribbed steel mesh member 2 is adjusted, the BDF ribbed steel mesh member 2 loses the force manually applied by the hoisting mechanism 1, the first elastic piece 42 is reset and expanded, the first elastic piece 42 is positioned at the lower end of the guide section 411, so that the reset of the first elastic piece 42 drives the lower end of the guide section 411, namely the rod 41, to rotate upwards, the connecting rib 43 rotates in the mounting ring 32, the upper end of the rod 41, namely the limit section 413 rotates downwards, the limit section 413 is positioned on the metal casting and contacts with the upper surface of the metal casting, under the interference of the metal casting, the limit section 413, namely the lower rotation of the guide section 411, after the guide section 411 is limited, namely the upper end of the rod 41 is limited, the whole rod 41 is limited, and the rotation condition can not occur, the first elastic piece 42 also keeps a secondary shrinkage state, so that the condition that the BDF ribbed steel mesh member 2 is pushed to move due to the fact that the rod piece 41 is driven to rotate by resetting of the first elastic piece 42 is avoided, and the BDF ribbed steel mesh member 2 can be kept at the position after position adjustment.
In another embodiment of the present application, two ends of the connecting rib 43 are fixedly connected with limiting rods 44 perpendicular to each other.
Specifically, in this embodiment, the limiting rod 44 may be welded at two ends of the connecting rib 43, the limiting rod 44 is also a metal casting, the width of the limiting rod 44 is greater than the width of the chute, when the rod 41 rotates from the first state to the second state, the limiting rod 44 follows the connecting rib 43 to rotate synchronously, and under the blocking of the mounting rings 32, the limiting rod 44 can be prevented from moving between two groups of mounting rings 32, so that the phenomenon that the connecting rib 43 is separated from the mounting rings 32 and the chute is avoided.
Further, the length of the stop lever 44 is greater than the spacing of the mounting ring 32 from the notch of the mounting groove 31.
Specifically, the length direction of the stop lever 44 is consistent with the length direction of the guide section 411 of the rod 41, when the rod 41 is in the first state, the whole stop lever 44 is located in the mounting groove 31, after the rod 41 rotates from the first state to the second state, the rotation of the connecting rib 43 drives the stop lever 44 to rotate to be approximately vertical, because the length of the stop lever 44 is larger than the distance from the mounting ring 32 to the notch of the mounting groove 31, when the rod 41 is in the second state, one end of the stop lever 44 far away from the connecting rib 43 extends out of the opening of the mounting groove 31, when concrete pouring is carried out in the mounting groove 31, in order to enable the concrete to be evenly arranged in the mounting groove 31, the flowability of the concrete can be increased by vibration of the concrete vibrating rod, because the BDF ribbed steel net member 2 is arranged in the mounting groove 31, the BDF ribbed steel net member 2 is difficult to extend into the mounting groove 31, in this embodiment, the connecting rod 44 can be selectively arranged at one end of the connecting rib 43, and the vibration source can be installed in the mounting groove 31 in a vibration mode, or the vibration source can be filled in the vibration source 31, and the vibration source can be evenly arranged in the vibration source can be filled in the vibration groove 31, and the vibration source can be arranged in the vibration source 31, and the vibration source can be simultaneously, and the vibration source can be installed in the vibration source can be filled in the vibration groove 31.
In another embodiment of the present application, the BDF ribbed steel mesh member 2 is provided with the second elastic piece 22, the guide section 411 of the rod 41 is provided with the clamping groove 414, and when the BDF ribbed steel mesh member 2 enters the installation groove 31, one end of the second elastic piece 22 extends into the clamping groove 414.
Specifically, the second elastic pieces 22 are provided with multiple groups and are uniformly arranged on the side wall of the BDF ribbed steel mesh member 2, and correspond to the four groups of limiting members 4, in the process that the BDF ribbed steel mesh member 2 gradually enters the mounting groove 31, the second elastic pieces 22 gradually contact the rod 41, the elastic force of the second elastic pieces 22 is smaller than that of the first elastic pieces 42, so that the rod 41 can squeeze the second elastic pieces 22, the second elastic pieces 22 gradually shrink, when the BDF ribbed steel mesh member 2 completely enters the mounting groove 31, one end of the second elastic pieces 22 moves to the clamping groove 414 to form an inverted V-shaped structure, and after the second elastic pieces 22 extend into the mounting groove 31, the second elastic pieces 22 and the BDF ribbed steel mesh member 2 are prevented from rising under the blocking of the groove wall of the clamping groove 414, the BDF ribbed steel mesh member 2 cannot rise after entering the mounting groove 31, and accordingly the phenomenon that the BDF ribbed steel mesh member 2 is reversely raised due to buoyancy when the BDF ribbed steel mesh member 2 is poured is completely inside the mounting groove 31 is avoided.
Further, the plurality of groups of the clamping grooves 414 are arranged, and the plurality of groups of the clamping grooves 414 are equidistantly arranged along the length direction of the guide section 411.
Specifically, the plurality of groups of clamping grooves 414 are provided, and the plurality of groups of clamping grooves 414 are matched with the second elastic piece 22, so that in the actual use process, when the second elastic piece 22 is separated from the clamping grooves 414, the second elastic piece 22 is clamped into other clamping grooves 414 in the lifting process of the BDF ribbed steel mesh member 2, and the BDF ribbed steel mesh member 2 is prevented from continuously lifting through the other clamping grooves 414.
In another embodiment of the present application, a sleeve 415 is installed at the upper end of the guide section 411, one end of the limiting section 413 extends into the sleeve 415 and is slidably connected with the sleeve 415, a spring 416 is installed in the sleeve 415, two ends of the spring 416 are respectively connected with the inner wall of the sleeve 415 and the limiting section 413, and a stop 417 is fixedly connected with the upper surface of the abutting member 33.
Specifically, the length direction of the sleeve 415 is perpendicular to the length direction of the guide section 411, a sliding groove is formed in the sleeve, the guide section 411 is arranged in the sliding groove and forms sliding guide fit with the sliding groove, the spring 416 is arranged in the sliding groove, the elastic force of the spring 416 is greater than that of the first elastic piece 42, so when the rod 41 rotates from the first state to the second state, the first elastic piece 42 contracts under the extrusion of the BDF ribbed steel mesh member 2, the spring 416 still keeps a natural initial state, and the limiting section 413 is driven to slide on the arc surface of the abutting piece 33, so that the connecting rib 43 is limited at one end of the groove 321;
when the displacement adjustment of BDF ribbed steel net member 2 after installing, member 41 drives spacing section 413 and removes the top of conflict piece 33 to in the removal in-process spacing section 413 and dog 417 contact, dog 417 blocks spacing section 413 and continues to remove, and BDF ribbed steel net member 2 still need remove when adjusting, force spacing section 413 to slide in sleeve 415 under the conflict of dog 417, spring 416 begins the shrink this moment, spacing section 413 is located the one end of sleeve 415 and stretches out gradually in sleeve 415, and stretch out to the opening part of mounting groove 31, because the height of guide section 411 is slightly higher than the height of BDF ribbed steel net member 2, so the spacing section 413 that removes to mounting groove 31 opening part just is located the top of BDF ribbed steel net member 2, spacing section 413 at this moment blocks BDF ribbed steel net member 2 from the top, avoid BDF ribbed steel net member 2 to appear rising phenomenon in the concrete pouring in-process.
While certain exemplary embodiments of the present application have been described above by way of illustration only, it will be apparent to those of ordinary skill in the art that modifications may be made to the described embodiments in various different ways without departing from the spirit and scope of the application. Accordingly, the drawings and description are to be regarded as illustrative in nature and not as restrictive of the scope of the application, which is defined by the appended claims.
Claims (10)
1. The utility model provides a hollow superstructure construction equipment of BDF ribbed steel mesh member, its is used for hoisting BDF ribbed steel mesh member (2) to the in-process of mounting groove (31) to BDF ribbed steel mesh member (2) spacing, its characterized in that, including a plurality of spacing components (4), a plurality of spacing components (4) are arranged in respectively each lateral wall department of mounting groove (31), be provided with the direction inclined plane on spacing component (4), in the hoist and mount in-process of BDF ribbed steel mesh member (2), BDF ribbed steel mesh member (2) are through the direction inclined plane location to the central point of mounting groove (31).
2. A hollow floor construction device of a BDF ribbed steel mesh member according to claim 1, characterized in that lifting lugs (21) for lifting are mounted on the BDF ribbed steel mesh member (2).
3. The hollow floor construction device of the BDF ribbed steel mesh hollow member according to claim 1, wherein the limit members (4) are provided with four groups, and the four groups of limit members (4) are respectively arranged on four side groove walls of the mounting groove (31).
4. A hollow floor construction device of a BDF ribbed steel mesh member according to claim 3, characterized in that the mounting groove (31) is provided in the reinforcement cage (3), the limit member (4) is connected with the reinforcement cage (3), and the limit member (4) is used for applying elastic force to the BDF ribbed steel mesh member (2) towards the center of the mounting groove (31).
5. The hollow floor construction device of a BDF ribbed steel mesh hollow member according to claim 4, wherein the limiting member (4) comprises a rod (41), the upper end of the rod (41) is rotatably connected to the reinforcement cage (3) through a connecting rib (43), and the side wall of the rod (41) is connected with the reinforcement cage (3) through a first elastic piece (42).
6. A hollow floor construction device of a BDF ribbed steel mesh member according to claim 5, characterized in that the bar (41) is cylindrical and smooth in surface.
7. A hollow floor construction device with a ribbed steel mesh member for BDF according to claim 4 or 5, characterized in that the rod member (41) comprises a guiding section (411) and a supporting section (412), the supporting section (412) is located at the lower end of the guiding section (411), and the length direction of the supporting section (412) is perpendicular to the length direction of the guiding section (411).
8. The BDF ribbed steel mesh hollow-out floor construction device of claim 7, wherein the rod piece (41) further comprises a limiting section (413), the limiting section (413) is located at the upper end of the guiding section (411), the connecting rib (43) is located at the joint of the limiting section (413) and the guiding section (411), the mounting groove (31) is internally provided with a collision piece (33), the collision piece (33) is in limiting fit with the limiting section (413), and the collision piece (33) is used for limiting horizontal movement of the guiding section (411) in the rotating process.
9. The construction device for hollow floors of BDF ribbed steel mesh hollow members as set forth in claim 7, wherein the two ends of the connecting rib (43) are fixedly connected with limit rods (44) perpendicular to each other.
10. The hollow floor construction device of the BDF ribbed steel net engraved member according to claim 9, wherein the length of the limit lever (44) is larger than the distance from the mounting ring (32) to the notch of the mounting groove (31), and the length direction of the limit lever (44) is consistent with the length direction of the guide section (411) of the rod member (41).
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| CN202310894375.6A CN116717081B (en) | 2023-07-20 | 2023-07-20 | BDF ribbed steel mesh hollow member hollow floor construction device |
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| CN202310894375.6A CN116717081B (en) | 2023-07-20 | 2023-07-20 | BDF ribbed steel mesh hollow member hollow floor construction device |
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| CN116717081B CN116717081B (en) | 2024-04-30 |
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| US20120210656A1 (en) * | 2007-07-13 | 2012-08-23 | Juan Jose Martin Hernandez | Holder for Being Positioned in Floating Floor Slabs and Installation System Thereof |
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| CN116717081B (en) | 2024-04-30 |
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