Floor slab formwork
By introducing formwork units, connecting bolts, slots, butt components and reinforcement mechanisms into the floor formwork, the problem of insufficient pressure bearing capacity when existing floor formwork is subjected to vertical loads is solved, and the stability of the formwork and the guarantee of floor formwork are achieved.
Patent Information
- Application Number
- CN202420894027.9
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-04-26
- Publication Date
- 2025-02-28
- Estimated Expiration
- 2034-04-26
AI Technical Summary
When existing floor formworks withstand vertical loads, the pressure bearing capacity at the connecting strips is low, resulting in the sinking and bending of the formwork body, which is not conducive to the pouring and forming of the floor slabs.
By introducing formwork units, connecting bolts, slots, docking components and reinforcement mechanisms into the floor formwork, the formwork units are supported on the support beam and are closely connected by connecting bolts. When the formwork units dock between the support beams, they use the docking components and reinforcement mechanisms to improve the pressure bearing capacity at the docking point to avoid sinking.
The pressure bearing capacity at the docking point of the floor formwork is improved, sinking and bending are avoided, the stability of the floor formwork is ensured, and the good forming of the floor slab is ensured.
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Abstract
Description
Technical Field
[0001] The present application relates to the technical field of floor slab formwork, and more specifically, to a floor slab formwork. Background Art
[0002] In building construction, the floor formwork is usually supported by supporting rods or beams on the roof, and the floor is formed by setting a steel cage on the top of the floor formwork and casting concrete after solidification. After the floor is formed, the formwork is removed from the bottom to achieve cast-in-place construction of the floor.
[0003] The document with the prior art publication number CN201730314U provides a building floor template, which includes the groove module, a support beam, bolts or pins or threads. The groove module is composed of a top plate and two side plates. There are demoulding bolt holes on the top plate of the groove module constituting the template, and demoulding bolts are fixed on it. When demoulding, the demoulding bolts fixed on the demoulding bolt holes are screwed to the outside of the top plate to separate the top plate of the groove module from the poured concrete, so as to achieve the purpose of quick demoulding. The building floor template is composed of a groove module, and there are holes on its side plates. When assembling the floor template, a number of groove modules are neatly arranged on the support beam, and bolts or pins or threads are passed through the holes to connect two adjacent groove modules to form an integral building floor template.
[0004] Although the above-mentioned prior art solutions can achieve the relevant beneficial effects through the structure of the prior art, they still have the following defects:
[0005] The ends of the trough-shaped modules are connected by connecting strips. The modules at the connecting strips are not a whole. When subjected to vertical loads, the bearing capacity of the connecting strips is low, which will cause the formwork to sink and bend at the connecting strips, which is not conducive to the casting and forming of the floor slab.
[0006] Regarding the above-mentioned related technologies, the inventor believes that the ends of the trough-shaped modules are connected by connecting strips, and the modules at the connecting strips are not a whole. When subjected to vertical loads, the bearing capacity of the connecting strips is low, which will cause the formwork body to sink and bend at the connecting strips, which is not conducive to the casting and forming of the floor slab.
[0007] In view of this, we propose a floor formwork. Utility Model Content
[0008] 1. Technical problems to be solved
[0009] The purpose of the present application is to provide a floor slab formwork, which solves the technical problem that the ends of the trough-shaped modules in the above-mentioned background technology are connected by connecting strips, the modules at the connecting strips are not a whole, and when subjected to vertical loads, the bearing capacity of the connecting strips is low, which will cause the formwork body to sink and bend at the connecting strips, which is not conducive to the casting and forming of the floor slab, thereby achieving a technical effect.
[0010] 2. Technical solution
[0011] The technical solution of this application provides a floor slab template, comprising:
[0012] Support beams;
[0013] Formwork units, a plurality of formwork units are placed on each of the support beams;
[0014] Connecting bolts, the side plates of adjacent template units are bolted together by connecting bolts;
[0015] Slots, the end faces of the template units are all provided with slots;
[0016] A docking assembly is provided between the end faces of the template units on two adjacent support beams;
[0017] A strengthening mechanism is provided in the inner cavity of the template unit between the bottom of the docking assembly and the top of the support beam.
[0018] Through the above scheme, the template units are supported on the supporting beams and adjacent template units are tightly connected by connecting bolts to form the floor template, and the template units are tightly connected by the docking assembly when docking between the supporting beams, and the strengthening mechanism is used to provide auxiliary support to the end faces of the template units at the docking assembly, thereby improving the pressure bearing capacity of the contact, avoiding sinking of the contact, and ensuring the stability of the floor template.
[0019] Optionally, the docking assembly includes a docking plate, which is movably connected to the slots at the end faces of the template units on two adjacent support beams, and both ends of the docking plate are provided with connecting holes. The bottom of the template unit at the slot is threaded with a locking bolt, and the locking bolt is movably connected to the connecting hole. The bottom of the connecting hole and the middle of the locking bolt are both conical structures with a small top and a large bottom, and the top and bottom of the locking bolt are cylindrical structures with the same diameter as the top and bottom of the conical structure, respectively.
[0020] Through the above scheme, the length of the docking plate is equal to the depth of a single slot. When docking, the docking plate is inserted into a slot to facilitate the docking of the end faces of the template units. Then, a screwdriver is used to push the docking plate from the bolt hole at the bottom of the template unit to slide to the middle of the two slots. At this time, the locking bolt is screwed into the connecting hole, and the connecting hole is squeezed through the frustum structure to achieve the purpose of tightening the end faces of the two template units and making the connection tighter.
[0021] Optionally, the strengthening mechanism includes a rotating seat and a rotating block, the rotating block is rotatably clamped in the rotating seat, and the top of the rotating block and the rotating seat is tightly fitted with the bottom of the end surface of the template unit, the outer walls of the rotating seat and the rotating block are fixedly connected with one end of the screw, and the other end of the screw is slidably sleeved with a connecting tube, the end of the connecting tube is rotatably clamped with an adjusting nut, the adjusting nut is threadedly connected to the screw, and the end of the connecting tube away from the screw is fixedly connected with a U-shaped seat, the U-shaped seat is slidably fitted with the inner wall of the template unit, both sides of the U-shaped seat are slidably clamped with pins, and multiple sockets are opened on the inner walls of the template unit on both sides, the pins are movably clamped with the sockets, and springs are installed between the end faces of the pins on both sides of the U-shaped seat.
[0022] Through the above scheme, after the end faces of the template units are butted, the rotating seat and the rotating block are fitted to the bottom of the end faces of the template units at the butt joint, and then the adjusting nut is rotated to make the screw slide along the connecting tube, so that the U-shaped seat moves to the inner cavity of the template unit at the top of the support beam, and the pin is clamped in the socket at the top of the support beam, then the two U-shaped seats are respectively supported on the support beams on both sides of the butt joint, and the two screws and the connecting tube form a triangle to provide enhanced support for the bottom of the template unit at the butt joint to avoid contact settlement.
[0023] Optionally, the end of the U-shaped seat away from the connecting tube is a cylindrical structure, and the radius of the cylinder is equal to the vertical distance from the axis of the socket to the bottom of the template unit, the pin is a T-pin, and the end cap of the pin is a conical structure, the end of the end cap of the pin is fixedly installed with a guide block, the spring is sleeved on the guide block, and a push plate is slidably clamped between the inner walls of the U-shaped seat, and both side ends of the push plate are provided with inclined extrusion grooves, and the middle part of both sides of the push plate is provided with a through groove facing the pin.
[0024] With the above scheme, when adjusting the relative length of the screw rod and the connecting tube, the push plate is pushed to the latch, and at this time, the extrusion groove pushes the conical latch end cap, so that the latch is completely located in the U-shaped seat, which facilitates the movement of the U-shaped seat. When the U-shaped seat moves to the top of the supporting beam, the push plate is pulled away from the latch, and the latch is pushed into the socket by the elastic force of the spring to achieve locking. The guide block not only guides the deformation of the spring, but also limits the movement of the latch, so that the two latches are fitted with the guide block after the push plate is pushed out, thereby preventing the latch from moving excessively and completely leaving the U-shaped seat.
[0025] 3. Beneficial effects
[0026] One or more technical solutions provided in the technical solution of this application have at least the following technical effects or advantages:
[0027] 1. The present application forms a floor slab formwork by supporting the formwork units on the support beams and closely connecting the adjacent formwork units by connecting bolts. When the formwork units are butt-jointed between the support beams, a butt-jointed plate is inserted into a slot, so as to facilitate butt-jointing of the end faces of the formwork units. Then, a screwdriver or the like is used to push the butt-jointed plate from the bolt hole at the bottom of the formwork unit to the middle of the two slots. At this time, the locking bolt is screwed into the connecting hole, and the connecting hole is squeezed by the frustum structure, so as to achieve the purpose of tightening the end faces of the two formwork units and making the connection tighter.
[0028] 2. After the end faces of the template units are butted, fit the rotating seat and the rotating block to the bottom of the end faces of the template units at the butt joint, and then turn the adjusting nut to make the screw slide along the connecting tube, so that the U-shaped seat moves to the inner cavity of the template unit at the top of the support beam, and the latch is clamped in the socket at the top of the support beam. The two U-shaped seats are respectively supported on the support beams on both sides of the butt joint. The two screws and the connecting tube form a triangle, thereby providing enhanced support for the bottom of the template unit at the butt joint, avoiding settlement at the butt joint, and ensuring the stability of the floor slab formwork. BRIEF DESCRIPTION OF THE DRAWINGS
[0029] Figure 1 This is a schematic diagram of the overall structure of a floor template disclosed in a preferred embodiment of the present application;
[0030] Figure 2 A schematic diagram of the cross-sectional structure of a template unit disclosed in a preferred embodiment of the present application;
[0031] Figure 3 A preferred embodiment of the present application is disclosed Figure 2 The enlarged structural diagram at A in the middle;
[0032] Figure 4 A preferred embodiment of the present application is disclosed Figure 2 The enlarged structural diagram at B in the middle;
[0033] Explanation of the numbers in the figure: 1. Support beam; 2. Template unit; 3. Connecting bolt; 4. Slot; 5. Docking assembly; 51. Docking plate; 52. Connecting hole; 53. Locking bolt; 6. Strengthening mechanism; 61. Rotating seat; 62. Rotating block; 63. Screw; 64. Connecting cylinder; 65. Adjusting nut; 66. U-shaped seat; 67. Pin; 68. Spring; 69. Socket; 7. Guide block; 8. Push plate; 9. Extrusion groove; 10. Through groove. DETAILED DESCRIPTION
[0034] The present application is further described in detail below in conjunction with the accompanying drawings.
[0035] Reference Figure 1 and Figure 2The embodiment of the present application provides a floor formwork, comprising: a support beam 1; a formwork unit 2, wherein a plurality of formwork units 2 are placed on each support beam 1; connecting bolts 3, wherein the side panels of adjacent formwork units 2 are bolted together by connecting bolts 3; a slot 4, wherein the end faces of the formwork units 2 are each provided with a slot 4; a docking assembly 5, wherein a docking assembly 5 is provided between the end faces of the formwork units 2 on two adjacent support beams 1; a reinforcing mechanism 6, wherein a reinforcing mechanism 6 is provided in the inner cavity of the formwork unit 2 between the bottom of the docking assembly 5 and the top of the support beam 1, wherein the formwork units 2 are supported on the support beam 1 and adjacent formwork units 2 are tightly connected by connecting bolts 3 to form a floor formwork, and wherein the formwork units 2 are tightly connected by the docking assembly 5 when docking between the support beams 1, and wherein the reinforcing mechanism 6 provides auxiliary support to the end faces of the formwork units 2 at the docking assembly 5, thereby improving the pressure bearing capacity of the contact, avoiding sinking of the contact, and ensuring the stability of the floor formwork.
[0036] Reference Figure 2 and Figure 3 The docking assembly 5 includes a docking plate 51, and the docking plate 51 is movably connected in the slot 4 at the end face of the template unit 2 on the two adjacent support beams 1. Both ends of the docking plate 51 are provided with connecting holes 52. The bottom of the template unit 2 at the slot 4 is threadedly sleeved with a locking bolt 53, and the locking bolt 53 is movably connected to the connecting hole 52. The bottom of the connecting hole 52 and the middle of the locking bolt 53 are both truncated cone structures with a small top and a large bottom. The top and bottom of the locking bolt 53 are cylindrical structures with the same diameter as the top and bottom of the truncated cone structure respectively. The length of the docking plate 51 is equal to the depth of a single slot 4. When docking, the docking plate 51 is inserted into one slot 4, so that the end faces of the template unit 2 are conveniently docked. Then, the docking plate 51 is pushed from the bolt hole at the bottom of the template unit 2 by a screwdriver or the like to slide to the middle of the two slots 4. At this time, the locking bolt 53 is screwed into the connecting hole 52, and the connecting hole 52 is squeezed by the truncated cone structure to achieve the purpose of tightening the end faces of the two template units 2 and making the connection tighter.
[0037] Reference Figures 2 to 4The strengthening mechanism 6 includes a rotating seat 61 and a rotating block 62. The rotating block 62 is rotatably clamped in the rotating seat 61, and the top of the rotating block 62 and the rotating seat 61 is tightly fitted with the end surface bottom of the template unit 2. The outer walls of the rotating seat 61 and the rotating block 62 are fixedly connected with one end of the screw 63, and the other end of the screw 63 is slidably sleeved with a connecting tube 64. The end of the connecting tube 64 is rotatably clamped with an adjusting nut 65, and the adjusting nut 65 is threadedly connected to the screw 63. The end of the connecting tube 64 away from the screw 63 is fixedly connected with a U-shaped seat 66. The U-shaped seat 66 slides and fits the inner wall of the template unit 2. Both sides of the U-shaped seat 66 are slidably clamped with latches 67. The inner walls of both sides of the template unit 2 are provided with a plurality of Socket 69, latch 67 is movably connected to socket 69, and springs 68 are installed between the end faces of latch 67 on both sides of U-shaped seat 66. After the end faces of template unit 2 are connected, the rotating seat 61 and the rotating block 62 are attached to the bottom of the end face of template unit 2 at the connection point, and then the adjusting nut 65 is rotated to make the screw rod 63 slide along the connecting tube 64, so that the U-shaped seat 66 moves to the inner cavity of template unit 2 at the top of support beam 1, and the latch rod 67 is connected to the socket 69 at the top of support beam 1, then the two U-shaped seats 66 are respectively supported on the support beams 1 on both sides of the connection point, and the two screw rods 63 and the connecting tube 64 form a triangle to provide enhanced support for the bottom of template unit 2 at the connection point to avoid settlement at the connection point.
[0038] Reference Figure 4 The end of the U-shaped seat 66 away from the connecting tube 64 is a cylindrical structure, and the radius of the cylinder is equal to the vertical distance from the axis of the plug hole 69 to the bottom of the template unit 2. The plug 67 is a T-shaped pin, and the end cap of the plug 67 is a conical structure. The end of the end cap of the plug 67 is fixedly installed with a guide block 7, and the spring 68 is sleeved on the guide block 7. A push plate 8 is slidably connected between the inner walls of the U-shaped seat 66. Both side ends of the push plate 8 are provided with inclined extrusion grooves 9, and the middle of both sides of the push plate 8 are provided with through grooves 10 facing the plug 67. When adjusting the relative length of the screw 63 and the connecting tube 64, the push plate 8 is When pushed to the latch 67, the extrusion groove 9 pushes the conical end cap of the latch 67, so that the latch 67 is completely located in the U-shaped seat 66, which facilitates the movement of the U-shaped seat 66. When the U-shaped seat 66 moves to the top of the support beam 1, the push plate 8 is pulled away from the latch 67, and the latch 67 is pushed into the insertion hole 69 by the elastic force of the spring 68 to be locked. The guide block 7 not only guides the deformation of the spring 68, but also limits the movement of the latch 67, so that the two latches 67 are both fitted with the guide block 7 after the push plate 8 is pushed out, thereby preventing the latch 67 from moving excessively and completely leaving the U-shaped seat 66.
[0039] Working principle: the formwork unit 2 is supported on the support beam 1 and the adjacent formwork units 2 are tightly connected by connecting bolts 3 to form the floor formwork. When the formwork unit 2 is butt-jointed between the support beams 1, the butt-jointing plate 51 is inserted into a slot 4, so as to facilitate the butt-jointing of the end faces of the formwork unit 2. Then, a screwdriver or the like is used to push the butt-jointing plate 51 from the bolt hole at the bottom of the formwork unit 2 to slide to the middle of the two slots 4. At this time, the locking bolt 53 is screwed into the connecting hole 52, and the connecting hole 52 is squeezed by the frustum structure to achieve the purpose of tightening the end faces of the two formwork units 2 and making the connection tighter. After the end faces of the template unit 2 are butted, the rotating seat 61 and the rotating block 62 are fitted to the bottom of the end face of the template unit 2 at the butt joint, and then the adjusting nut 65 is rotated to make the screw 63 slide along the connecting tube 64, so that the U-shaped seat 66 moves to the inner cavity of the template unit 2 at the top of the support beam 1, and the pin 67 is clamped in the socket 69 at the top of the support beam 1, then the two U-shaped seats 66 are respectively supported on the support beam 1 on both sides of the butt joint, and the two screws 63 and the connecting tube 64 form a triangle to provide enhanced support for the bottom of the template unit 2 at the butt joint to avoid contact settlement.
Claims
1. A floor slab formwork, characterized in that: Include: Support beam (1); Template units (2), a plurality of template units (2) are placed on the support beam (1); Connecting bolts (3), the side plates of adjacent template units (2) are bolted together by connecting bolts (3); A slot (4), each end surface of the template unit (2) is provided with a slot (4); A docking assembly (5), wherein a docking assembly (5) is provided between end surfaces of the template units (2) on two adjacent support beams (1); A strengthening mechanism (6) is provided in the inner cavity of the template unit (2) between the bottom of the docking assembly (5) and the top of the support beam (1).
2. A floor slab formwork according to claim 1, characterized in that: The docking assembly (5) comprises a docking plate (51), the docking plate (51) being movably engaged in slots (4) at the end faces of the template units (2) on two adjacent support beams (1), connecting holes (52) being provided at both ends of the docking plate (51), a locking bolt (53) being threadedly sleeved at the bottom of the template unit (2) at the slot (4), and the locking bolt (53) being movably engaged in the connecting hole (52).
3. A floor slab formwork according to claim 2, characterized in that: The bottom of the connection hole (52) and the middle of the locking bolt (53) are both truncated cone structures that are smaller at the top and larger at the bottom, and the top and bottom of the locking bolt (53) are cylindrical structures with the same diameter as the top and bottom of the truncated cone structure.
4. A floor slab formwork according to claim 1, characterized in that: The strengthening mechanism (6) comprises a rotating seat (61) and a rotating block (62); the rotating block (62) is rotatably clamped in the rotating seat (61); the tops of the rotating block (62) and the rotating seat (61) are tightly fitted to the bottom of the end surface of the template unit (2); the outer walls of the rotating seat (61) and the rotating block (62) are fixedly connected to one end of a screw rod (63); the other ends of the screw rod (63) are slidably sleeved with a connecting tube (64); the end of the connecting tube (64) is rotatably clamped with an adjusting nut (65); the adjusting nut (65) is rotatably clamped to the end of the connecting tube (64 ... The segment nut (65) is threadedly connected to the screw rod (63), and one end of the connecting tube (64) away from the screw rod (63) is fixedly connected to a U-shaped seat (66), and the U-shaped seat (66) is slidably fitted to the inner wall of the template unit (2), and both sides of the U-shaped seat (66) are slidably engaged with latches (67), and the inner walls of both sides of the template unit (2) are provided with a plurality of sockets (69), and the latches (67) are movably engaged with the sockets (69), and springs (68) are installed between the end faces of the latches (67) on both sides of the U-shaped seat (66).
5. A floor slab formwork according to claim 4, characterized in that: The end of the U-shaped seat (66) away from the connecting tube (64) is a cylindrical structure, and the radius of the cylinder is equal to the vertical distance from the axis of the socket (69) to the bottom of the template unit (2). The latch (67) is a T-shaped pin, and the end cap of the latch (67) is a conical structure. The end of the end cap of the latch (67) is fixedly installed with a guide block (7), and the spring (68) is sleeved on the guide block (7). A push plate (8) is slidably connected between the inner walls of the U-shaped seat (66), and both side ends of the push plate (8) are provided with inclined extrusion grooves (9), and the middle of both sides of the push plate (8) are provided with through grooves (10) facing the latch (67).
Citation Information
Patent Citations
Template for building floor slab
CN201730314U
Cited By
Floor prestressed concrete double-T plate with linkage adjusting function
CN120592397A