Disclosure of Invention
The invention provides an end positioning and connecting device for an assembled precast slab, which is used for solving the problems that the placing position of the precast slab cannot be positioned at one time, the operation steps of pulling and anchoring steel bars are complicated, the connection quality of the joint of the slab ends cannot be ensured and the like when the precast slab ends are connected at present.
In order to achieve the purpose, the technical scheme adopted by the invention is as follows: an end positioning and connecting device for prefabricated panels, comprising: the prefabricated plate comprises a plate body, a hollow hole, prestressed steel strands with two ends extending out of end heads and positioning grooves fixedly arranged at corners of the plate end, wherein each positioning groove comprises an L-shaped connecting plate, two U-shaped clamping grooves and a positioning groove rivet, the two U-shaped clamping grooves are fixedly arranged at two sides of the L-shaped connecting plate respectively; the connecting member is used for connecting the prestressed steel strands corresponding to the ends of the adjacent prefabricated plates and comprises a connecting steel strand and two anchoring joints welded at two ends of the connecting steel strand respectively; the edge positioning plate is matched with the positioning groove and used for positioning between adjacent prefabricated plates at the edge positions, the edge positioning plate comprises a closing plate and two edge fixing insertion pieces which are fixedly arranged on two sides of the closing plate respectively, and the edge fixing insertion pieces are matched with the U-shaped clamping grooves; the central positioning plate is matched with the positioning groove and used for positioning between adjacent prefabricated plates at the middle position, the central positioning plate comprises two leakage plates which are arranged in parallel, a connecting plate for connecting the two leakage plates and central fixing insertion pieces which are respectively arranged at two sides of the leakage plates, and the central fixing insertion pieces are matched with the U-shaped clamping grooves; and the plate end post-pouring belt is an area enclosed by the edge positioning plate, the center positioning plate and the precast slab end and is used for pouring concrete.
The further arrangement is that the connecting steel strand is in the shape of a curved cylinder, the connecting steel strand is bendable and is in a linear shape after being connected with the plate.
The further arrangement is that the anchoring joint comprises an anchoring cylinder with a hollow inner part and a one-way valve arranged in the anchoring cylinder, and the one-way valve is matched with the prestressed steel strand so that the prestressed steel strand can be inserted only in one direction and cannot be pulled out reversely.
The further arrangement is that a reverse spring is arranged on the side face of the anchoring joint, and the reverse spring is a circular pressing device and matched with the one-way valve for controlling the opening and closing of the one-way valve.
The positioning groove is further formed in the inner side surface of the L-shaped connecting plate of the positioning groove, and the positioning groove is fixedly connected to the plate end corner of the prefabricated plate through the positioning groove rivet.
The further setting lies in, the fixed inserted sheet in edge is equilateral L template, and its two right-angle sides respectively with two U type draw-in grooves phase-matchs of constant head tank.
The further setting lies in, the fixed inserted sheet in center is equilateral L template, and its two right-angle sides respectively with two U type draw-in grooves phase-matchs of constant head tank.
The further arrangement is that a plurality of round holes are formed in the surface of the leakage plate, and when concrete is poured, the concrete can pass through the holes.
The further arrangement is that the number of the circular holes is 9, and the circular holes are uniformly distributed on the surface of the leakage plate.
After adopting the scheme, compared with the prior art, the invention has the following advantages:
1. the edge positioning plate and the center positioning plate are used, so that the reserved distance between the prefabricated plates is accurately controlled, and meanwhile, the integrity between the prefabricated plates can be improved;
2. the prestressed steel strands in the prefabricated slab are connected through the connecting members, so that the prefabricated slab has the characteristics of firm connection, simplicity in installation, rapidness and convenience, and the operation steps during connection of junctions are simplified;
3. the invention ensures that the installation of other prefabricated plates except the first prefabricated plate does not need positioning and marking, saves the installation time of workers, improves the working efficiency and ensures that the connection quality of the joint of the plate ends is controlled in a standardized way.
Detailed Description
The prefabricated plate adopted in this embodiment has a length of 3000mm, a width of 1200mm and a height of 120mm, and 8 pre-buried prestressed steel strands are described in further detail below with reference to the accompanying drawings and specific embodiments.
Referring to fig. 1-7, the prefabricated slab end positioning and connecting device of the invention comprises a prefabricated slab 1, a connecting member 2, an edge positioning plate 3, a center positioning plate 4 and a slab end post-pouring belt 5.
The prefabricated slab 1 consists of a prefabricated slab body 1-1, prefabricated slab hollow holes 1-2, prestressed steel strands 1-3 and positioning grooves 1-4.
The prefabricated plate body is 1-1 mm long, 1200mm wide and 120mm high.
The prefabricated plate hollow holes 1-2 are 13 circular holes with the diameter of 25mm, are uniformly arranged at intervals of 37mm in the width direction of the prefabricated plate body 1-1, penetrate through the length direction of the prefabricated plate body 1-1, the thickness of the protective layer in the height direction of the prefabricated plate body 1-1 is 35mm, and the thickness of the protective layer in the width direction of the prefabricated plate body 1-1 is 53 mm.
The prestressed steel strands 1-3 are steel strands with the diameter of 12.7mm, 8 steel strands are arranged in a tension area at the lower part of the precast slab body 1-1, the thickness of the concrete protective layer is 40mm, the concrete protective layer is arranged along the longitudinal direction of the precast slab body 1-1, and two ends of each prestressed steel strand extend out of the slab end of the precast slab body 1-1 by 30 mm.
The positioning groove 1-4 consists of a U-shaped clamping groove 1-4-1, an L-shaped connecting plate 1-4-2 and a positioning groove rivet 1-4-3. The positioning grooves 1-4 are anchored at the four plate end corners of the prefabricated plate body 1-1 through positioning groove rivets 1-4-3.
The U-shaped clamping groove 1-4-1 is in a U-shaped long strip shape, the depth of the U-shaped groove is 20mm, the width of the U-shaped groove is 2mm, and the length of the U-shaped groove is 120 mm.
The L-shaped connecting plate 1-4-2 is in an equilateral L shape and is long strip shape, the width of the edge of the equilateral L shape is 80mm, the thickness is 2mm, and the length is 120 mm.
The positioning groove rivets 1-4-3 are cylindrical, 10mm in diameter and 30mm in length, and are fixed at four corners of the L-shaped connecting plate 1-4-2 in total.
The connecting member 2 consists of a connecting steel strand 2-1 and 2 anchoring joints 2-2, and can connect prestressed steel strands 1-3 at the plate ends of adjacent prefabricated plates 1 together, and the length of the whole connecting member 2 is 150 mm.
The connecting steel strand 2-1 is a curved cylinder with a diameter of 12.7mm and a length of 9mm, and can be bent and connected with the plate to form a straight line.
The anchoring joint 2-2 consists of an anchoring cylinder 2-2-1, a one-way valve 2-2-2 and a reverse spring 2-2-3.
The anchoring cylinder 2-2-1 is a hollow cylinder, the inner diameter is 15mm, the outer diameter is 25mm, the height is 30mm, and one end of the anchoring cylinder is welded with the connecting steel strand 2-1 into a whole.
The one-way valve 2-2-2 is a circular one-way valve which can be opened and closed, has the diameter of 15mm, is placed in the inner diameter of a circular ring of the anchoring cylinder 2-2-1 and is matched with the prestressed steel strand 1-3, and can lock the prestressed steel strand 1-3 inserted into the anchoring joint 2-2, so that the prestressed steel strand can be inserted into the anchoring joint in one direction only and cannot be pulled out reversely.
The reverse spring 2-2-3 is a circular pressing device with the diameter of 5mm, is arranged on the side surface of the anchoring joint 2-2, is matched with the one-way valve 2-2, can control the opening and closing of the one-way valve 2-2-4, can be inserted and withdrawn reversely when pressed, and can be inserted only in one direction and can not be withdrawn reversely when closed. If a connection error occurs in the installation process, the one-way valve 2-2-2 can be opened by pressing the reverse spring 2-2-3, so that the anchoring joint 2-2 is reversely withdrawn and reconnected.
The edge positioning plate 3 consists of an edge fixing insertion piece 3-1 and a closing plate 3-2.
The edge fixing insertion pieces 3-1 are equilateral L-shaped plates, the width of each L-shaped edge is 80mm, the thickness of each L-shaped edge is 2mm, the height of each L-shaped edge is 120mm, each L-shaped edge is fixedly connected with the closing plate 3-1 along the height direction, and each L-shaped edge is matched with the U-shaped clamping groove 1-4-1.
The closing plate 3-2 is a rectangular thin plate, and is 120mm high, 2mm thick and 150mm and 30mm long.
The central positioning plate 4 consists of a leakage plate 4-1, a central fixing insertion piece 4-2 and a connecting plate 4-3.
The leakage plates 4-1 are rectangular thin plates which are two in total and are arranged in parallel, the length is 150mm, the height is 120mm, the thickness is 2mm, 9 round holes with the diameter of 20mm are uniformly distributed on the surfaces of the plates, and concrete can pass through the holes.
The central fixing insertion pieces 4-2 are equilateral L-shaped plates, the width of each L-shaped edge is 80mm, the thickness of each L-shaped edge is 2mm, the height of each L-shaped edge is 120mm, each L-shaped edge is fixedly connected with the corresponding leakage plate 4-1 along the height direction, and each L-shaped edge is matched with the corresponding U-shaped clamping groove 1-4-1.
The connecting plate 4-3 is a rectangular sheet with the width of 40mm, the thickness of 2mm and the height of 120mm, and the two connecting plates are used for connecting the leakage plate 4-1 and the central fixing insertion piece 4-2 into a whole.
The plate end post-cast strip 5 is 150mm wide and is an area enclosed by the edge positioning plate 3, the center positioning plate 4 and the four precast slabs 1.
The specific implementation method of the embodiment includes the following steps:
(1) and placing the first precast slab.
(1-1) determining a mounting position: determining that the first prefabricated slab 1 needs to be placed at the upper left corner of the whole slab according to a construction drawing, and marking the corresponding position;
(1-2) hoisting a first prefabricated plate: placing the first precast slab 1 to a designated position marked in advance through a hoisting device;
(1-3) checking the mounting position: and (4) checking whether the placing position of the first prefabricated plate 1 is correct through a measuring instrument, and carrying out the next step after the situation that no error exists is confirmed.
(2) And placing an edge positioning plate.
The edge fixing inserting piece 3-1 on the edge positioning plate 3 is clamped into the U-shaped clamping groove 1-4-1 at the edge part of the plate edge of the first prefabricated plate 1 which is already placed.
(3) And placing a central positioning plate.
Any one central fixing inserting piece 4-2 of the middle positioning plate 4 is clamped into the U-shaped clamping groove 1-4-1 at the middle part of the plate end of the first prefabricated plate 1 which is already arranged.
(4) And placing other prefabricated plates.
The second prefabricated plate 1 is lifted by a lifting device, the placing positions are based on the edge positioning plate 3 and the center positioning plate 4 on the first prefabricated plate 1, so that the edge fixing insertion piece 3-1 and the center fixing insertion piece 4-2 are clamped into the U-shaped clamping grooves 1-4-1 at the corresponding positions, and the rest prefabricated plates 1 are placed at the corresponding positions by the same method.
(5) The board ends are connected.
(5-1) connecting steel strand nodes: connecting prestressed steel strands 1-3 of two adjacent prefabricated plates 1 extending out of the plate ends through a connecting member 2;
(5-2) checking whether the connection of the steel strand nodes is correct and tight, if the connection is wrong or loose, opening the one-way valve 2-2-2 by pressing the reverse spring 2-2-3 to enable the anchoring joint 2-2 to reversely withdraw, and reconnecting;
(5-3) pouring C30 concrete into the post-cast strip 5 at the end of the slab and vibrating to compact the concrete;
(5-4) the prefabricated panels 1 adjacent to each other form a complete continuous body by adopting a covering, watering, moisturizing and curing method, so that the overall coordination of the prefabricated panels 1 is improved.
The foregoing is merely an illustration of specific embodiments of this invention and insubstantial modifications of the invention, if any, are intended to fall within the scope of the invention.