Leaking stoppage structure for cross beam hanging formwork opposite-pulling holes of floor bathroom
By designing sealing and positioning components and extrusion auxiliary components, the problem of cement mortar overflowing in the tie holes was solved, achieving a tighter filling and leak-stopping effect and preventing gaps from forming.
Patent Information
- Application Number
- CN202423294508.5
- Authority / Receiving Office
- CN · China
- Patent Type
- Utility models(China)
- Current Assignee / Owner
- Filing Date
- 2024-12-31
- Publication Date
- 2025-12-19
- Estimated Expiration
- 2034-12-31
AI Technical Summary
In existing technologies, cement mortar is prone to overflow from the end of the tie hole during the grouting process, resulting in insufficient tight bonding with the inner wall, creating gaps, and affecting the sealing effect.
By employing sealing and positioning components and extrusion auxiliary components, and through the cooperation of sleeves, extrusion plates, and pusher plates, the grouting and extrusion of cement mortar are controlled to ensure a tight bond with the inner wall of the tie hole.
It reduces the formation of gaps inside the pull holes, improves the filling and sealing effect of cement mortar, prevents overflow, and enhances the tightness of the sealant.
Smart Images
Figure CN223689365U_ABST
Abstract
Description
TECHNICAL FIELD
[0001] The utility model relates to the technical field of building crossbeam, concretely is a floor toilet crossbeam hanging mould opposite pull hole leaking stoppage structure. BACKGROUND
[0002] Toilet crossbeam hanging mould refers to a kind of green high-quality building structure for supporting and fixing formwork in toilet construction process, especially when pouring concrete, since lower part does not have supporting condition, or height is too high, and pouring quantity is less, therefore, hanging mould is often used in special situation with overhigh supporting cost, it has the advantages such as green environmental protection, resource saving and environmental protection, when using hanging mould, multiple opposite pull rods that penetrate crossbeam are fixed, opposite pull rod is extracted after pouring is completed, so that opposite pull hole is formed in crossbeam interior, opposite pull hole needs to be grouted with cement mortar, to prevent the purpose of water leakage, therefore, corresponding crossbeam hanging mould opposite pull hole leaking stoppage structure is used.
[0003] The existing opposite pull hole is usually sealed with cement mortar, the dust in the hole needs to be cleaned up before sealing, and water is wetted, then cement mortar is injected into the inside of the hole, but during grouting, since cement mortar has certain fluidity, and opposite pull hole penetrates the inside of crossbeam hanging mould, and is communicated with its outside, therefore, during grouting, if operation is improper or mortar is not mixed evenly, cement mortar is easy to overflow from the end of opposite pull hole, so that cement mortar cannot be fully combined with the inner side wall of opposite pull hole closely, so that gap is easy to be generated in the inside of opposite pull hole, which influences the leaking stoppage effect of opposite pull hole. UTILITY MODEL CONTENTS
[0004] The utility model aims at providing a floor toilet crossbeam hanging mould opposite pull hole leaking stoppage structure to solve the problem that, in the grouting process, if operation is improper or mortar is not mixed evenly, cement mortar is easy to overflow from the end of opposite pull hole, so that cement mortar cannot be fully combined with the inner side wall of opposite pull hole closely, so that gap is easy to be generated in the inside of opposite pull hole, which influences the leaking stoppage effect of opposite pull hole.
[0005] To achieve the above object, the utility model provides the following technical scheme: a floor toilet crossbeam hanging mould opposite pulling hole leaking stoppage structure, this leaking stoppage structure is used for setting in the opposite pulling hole inside of crossbeam hanging mould, including plugging positioning piece and extrusion auxiliary part, the plugging positioning piece sets up in the inside of crossbeam hanging mould, the extrusion auxiliary part is set in the outside of plugging positioning piece a week, the extrusion auxiliary part includes the sleeve that sets up a week in the outside of plugging positioning piece, one end of the sleeve is fixedly connected with round knob, the sleeve is fixedly connected with extrusion plate away from round knob one end, the side of extrusion plate away from the sleeve is connected with a plurality of groups of support telescopic link slidingly, the one end of support telescopic link away from extrusion plate is connected with push mud board, the outside of support telescopic link a week is set with spring, the side of extrusion plate close to push mud board is fixedly connected with hollow column.
[0006] By adopting the above technical scheme, when holding the round knob and continuously rotating, the extrusion plate and the push mud board can be controlled to move forward and backward.
[0007] Preferably, the plugging positioning piece includes a positioning threaded rod arranged inside the crossbeam hanging mould, one end of the positioning threaded rod is fixedly connected with a fixed frame, and the side of the fixed frame away from the positioning threaded rod is fixedly connected with a leakage prevention side plate.
[0008] By adopting the above technical scheme, the plugging positioning piece can be inserted into the inside of the opposite pulling hole for positioning.
[0009] Preferably, the inside of the push mud board is provided with a mud injection hole, the mud injection hole is communicated with the outside of the push mud board, and the end of the hollow column away from the extrusion plate extends to the inside of the mud injection hole and is in communication with the inside of the mud injection hole.
[0010] By adopting the above technical scheme, cement mortar can be injected into the inside of the opposite pulling hole.
[0011] Preferably, the inside of the sleeve is provided with a first threaded slot, the first threaded slot is communicated with the outside of the sleeve, and the positioning threaded rod is arranged in the inside of the first threaded slot and is in threaded connection with the inside of the first threaded slot.
[0012] By adopting the above technical scheme, when holding the round knob and rotating, the sleeve can be driven to move forward and backward.
[0013] Preferably, one end of the spring is fixedly connected with the outside wall of the extrusion plate, and the other end of the spring is fixedly connected with the inside wall of the push mud board.
[0014] By adopting the above technical scheme, the push mud board can be provided with a buffering effect, so as to avoid that the extrusion force of the extrusion plate on the cement is too large.
[0015] Preferably, an end of the positioning threaded rod away from the fixed frame is provided with a sealing plate, and the sealing plate is threadedly sleeved outside the positioning threaded rod.
[0016] By adopting the technical scheme, the pull-apart hole filled with cement mortar can be sealed.
[0017] Preferably, the sealing plate is internally provided with a second threaded slot, and an end of the positioning threaded rod away from the fixed frame penetrates the inside of the second threaded slot and is threadedly connected with the inside of the second threaded slot.
[0018] By adopting the technical scheme, when the sealing plate is held and rotated, the sealing plate is pushed to move forward and backward.
[0019] Compared with the prior art, the utility model discloses the beneficial effects are: through holding the circular handle piece and rotating continuously, the extrusion auxiliary member main body is rotated and is out of the outside of the sealing and positioning part, then the sealing and positioning part is inserted into the inside of the pull-apart hole, holds the circular handle piece and rotates the sleeve of the positioning threaded rod outside, takes out the mixed cement mortar, and the inside of the hollow column is injected continuously, until the push plate and the leakage prevention side plate are filled with the mortar between, in the process of pouring, the circular handle piece is rotated continuously, and the front and back positions of the push plate are adjusted, and the cement mortar in the inside of the push plate pull-apart hole is slightly extruded and positioned, thereby constituting the extrusion structure of the auxiliary cement mortar and sealing, can adjust the transverse position of the push plate in the process of injecting the mortar, and the cement mortar is slightly extruded and positioned, so that the cement mortar and the inside wall of the pull-apart hole can be closely combined, the problems of the gap in the pull-apart hole and the overflow of the cement mortar are reduced, and the filling and leakage stopping effect of the mortar is improved. BRIEF DESCRIPTION OF DRAWINGS
[0020] Fig. 1 It is the beam formwork appearance structure schematic diagram of the utility model;
[0021] Fig. 2 It is the whole structure schematic diagram of the utility model;
[0022] Fig. 3 It is the sealing and positioning part and extrusion auxiliary member structure schematic diagram of the utility model;
[0023] Fig. 4 It is the sealing and positioning part and sealing plate structure schematic diagram of the utility model;
[0024] Fig. 5 It is the extrusion auxiliary member partial section view schematic diagram of the utility model;
[0025] Fig. 6 It is the A place enlarged schematic diagram of the utility model.
[0026] In the figure: 1, beam hanging mold; 2, plugging positioning piece; 201, positioning threaded rod; 202, fixed frame; 203, leakage prevention side plate; 3, extrusion auxiliary piece; 301, sleeve; 302, round handle block; 303, extrusion plate; 304, supporting telescopic rod; 305, mud pushing plate; 306, spring; 307, hollow column; 308, mud injection hole; 309, No. 1 threaded notch; 310, mud sealing plate; 311, No. 2 threaded notch. DETAILED DESCRIPTION
[0027] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the scope of protection of the utility model.
[0028] The technical solutions in the embodiments of the utility model will be clearly and completely described below with reference to the drawings in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, rather than all the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by those skilled in the art without creative labor fall within the scope of protection of the utility model. Figs. 1-6 The utility model will be further described in detail.
[0029] Embodiment one
[0030] Please refer to Figs. 1-6 The utility model provides a floor toilet beam hanging mold hole plugging structure technical scheme: a floor toilet beam hanging mold hole plugging structure is used for being arranged in the hole of the beam hanging mold 1, the inside of the beam hanging mold 1 is provided with multiple groups of holes, and the multiple groups of holes are communicated with the outside of the beam hanging mold 1, comprising plugging positioning piece 2 and extrusion auxiliary piece 3, the plugging positioning piece 2 is arranged in the inside of the beam hanging mold 1, and the plugging positioning piece 2 includes the positioning threaded rod 201 arranged in the inside of the beam hanging mold 1, one end of the positioning threaded rod 201 is welded and connected with the fixed frame 202, and the side away from the positioning threaded rod 201 of the fixed frame 202 is bolted with the leakage prevention side plate 203, when installing the plugging positioning piece 2, the inside of the hole needs to be cleaned, and the dust in the inside is swept out, the end of the positioning threaded rod 201 is inserted into the inside of the hole by holding the leakage prevention side plate 203, when the leakage prevention side plate 203 moves, the fixed frame 202 can be driven to move to the inside of the hole, until the outer side wall of the fixed frame 202 is tightly attached to the inner side wall of the hole, and the inner side wall of the leakage prevention side plate 203 is attached to the outer side wall of the beam hanging mold 1, at this time, the preliminary positioning installation work of the plugging positioning piece 2 is completed.
[0031] Embodiment two
[0032] Please refer to Figs. 1-6The extrusion auxiliary part 3 is sleeved on the outer side of the plugging positioning part 2, the extrusion auxiliary part 3 includes a sleeve 301 sleeved on the outer side of the positioning threaded rod 201, one end of the sleeve 301 is welded with a circular handle 302, a No. 1 threaded slot 309 is opened in the inside of the sleeve 301, the No. 1 threaded slot 309 is communicated with the outside of the sleeve 301, the positioning threaded rod 201 is arranged through the inside of the No. 1 threaded slot 309 and is threadedly connected with the inside of the No. 1 threaded slot 309, when the circular handle 302 is continuously rotated, the sleeve 301 can be moved to the inside of the counter bore or moved to the outside of the counter bore, the sleeve 301 is rotated and sleeved on the outside of the positioning threaded rod 201 until the extrusion auxiliary part 3 is rotated to the inside of the counter bore, the mortar pouring work can be carried out, a extrusion plate 303 is screw connected with the end of the sleeve 301 away from the circular handle 302, a plurality of groups of supporting telescopic rods 304 are slidingly connected with the side of the extrusion plate 303 away from the sleeve 301, a mud pushing plate 305 is bolted with the end of the supporting telescopic rod 304 away from the extrusion plate 303, a spring 306 is sleeved on the outside of the supporting telescopic rod 304, one end of the spring 306 is bolted with the outside wall of the extrusion plate 303, the other end of the spring 306 is bolted with the inside wall of the mud pushing plate 305, when the circular handle 302 is continuously rotated, the sleeve 301 and the extrusion plate 303 can be synchronously moved, the mud pushing plate 305 is driven by the extrusion plate 303 to extrude the cement mortar injected into the counter bore, so that the gap in the inside of the counter bore is avoided, a hollow column 307 is screw connected with the side of the extrusion plate 303 close to the mud pushing plate 305, when the mud pushing plate 305 extrudes, the supporting telescopic rod 304 and the mud pushing plate 305 can be partially buffered under the action of the pushing force, the pressure of the mud pushing plate 305 and the extrusion plate 303 is reduced, the extrusion strength of the extrusion plate 303 on the mortar is avoided to be too large, a mud injection hole 308 is opened in the inside of the mud pushing plate 305, the mud injection hole 308 is communicated with the outside of the mud pushing plate 305, the end of the hollow column 307 away from the extrusion plate 303 extends to the inside of the mud injection hole 308 and is communicated with the inside of the mud injection hole 308, the hollow column 307 is arranged as a hollow structure, the inside of the hollow column 307 is communicated with the outside of the extrusion plate 303, therefore the hollow column 307 can inject the mortar into the inside of the mud injection hole 308, the mortar is discharged into the inside of the counter bore through the mud injection hole 308 and is tightly attached to the inside wall of the counter bore and the inside wall of the fixed frame 202, during the pouring process, the circular handle 302 can be continuously rotated to adjust the front and back positions of the mud pushing plate 305, so that the mud pushing plate 305 slightly extrudes and positions the cement mortar in the inside of the counter bore.
[0033] Embodiment three
[0034] Please refer to Figs. 1-6The end of the positioning threaded rod 201 away from the fixed frame 202 is provided with a sealing plate 310. Holding the sealing plate 310 and continuously rotating can move the sealing plate 310 to the inside of the hole or to the outside of the hole. The sealing plate 310 is threadedly sleeved on the outside of the positioning threaded rod 201. A second threaded slot 311 is formed in the inside of the sealing plate 310. The end of the positioning threaded rod 201 away from the fixed frame 202 penetrates the inside of the second threaded slot 311 and is threadedly connected with the inside of the second threaded slot 311. When the hole is filled with the mortar, the sealing plate 310 is rotated and moved to the inside of the hole, so that the sealing plate 310 is tightly attached to the cement mortar, thereby preventing the cement mortar from overflowing from the inside of the hole.
[0035] Working principle: first, the hole in the beam formwork 1 is cleaned, and the dust inside the hole is swept out. Then, the hole is watered. Then, the circular handle 302 is held and continuously rotated to rotate the extrusion auxiliary part 3 out of the outside of the sealing and positioning part 2. Then, the end of the positioning threaded rod 201 is inserted into the inside of the hole by holding the leakage prevention side plate 203 until the inner side wall of the leakage prevention side plate 203 is attached to the outer side wall of the beam formwork 1, and the fixed frame 202 is located in the inside of the hole, and the outer side wall of the fixed frame 202 is tightly attached to the inner side wall of the hole.
[0036] Secondly, the circular handle 302 is held to align the extrusion plate 303 with the end of the positioning threaded rod 201 away from the leakage prevention side plate 203, and the sleeve 301 is continuously rotated to be sleeved on the outside of the positioning threaded rod 201 until it is rotated to the inside of the hole. Then, the mixed cement mortar is taken out and continuously injected into the inside of the hollow column 307 until the push plate 305 is filled with the mortar between the push plate 305 and the leakage prevention side plate 203.
[0037] Finally, the circular handle 302 is continuously rotated to adjust the position of the push plate 305, so that the push plate 305 slightly extrudes and positions the cement mortar in the hole. Then, the push plate 305 is moved outward by rotating the circular handle 302. The operation is repeated to segmentally inject the cement mortar, so that the inside of the hole is filled with cement and gaps are avoided. When the inside of the hole is basically filled, the circular handle 302 is continuously rotated until the extrusion auxiliary part 3 is moved out of the inside of the hole. At this time, the sealing plate 310 is taken out and aligned with the end of the positioning threaded rod 201 away from the leakage prevention side plate 203. The sealing plate 310 is rotated and moved to the inside of the hole, so that the sealing plate 310 is tightly attached to the cement mortar, thereby preventing the filled cement mortar from overflowing from the inside of the hole, and achieving a certain blocking effect. Finally, the gap between the sealing plate 310 and the outer side wall of the beam formwork 1 is finally filled with cement, and the work is finally completed.
[0038] It is apparent for a person skilled in the art that the present application is not restricted to the details of the above exemplary embodiments, but that it can be implemented in other concrete forms without departing from the spirit or the essential characteristics of the present application. Therefore, the embodiments should be considered as exemplary only, and not limiting, the scope of the present application being defined by the appended claims rather than the above description, and all changes coming within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference signs in the claims should not be construed as limiting the claims concerned.
Claims
1. A floor toilet beam hanging mold hole plugging structure for being arranged in a hole in a beam hanging mold, characterized in that, The plugging structure comprises: A plugging positioning piece arranged inside the beam formwork; An extrusion auxiliary part arranged around the outside of the plugging positioning piece, the extrusion auxiliary part comprising a sleeve arranged around the outside of the plugging positioning piece, one end of the sleeve being fixedly connected with a circular handle block, the end of the sleeve away from the circular handle block being fixedly provided with an extrusion plate, the side of the extrusion plate away from the sleeve being slidably connected with a plurality of groups of supporting telescopic rods, the end of the supporting telescopic rods away from the extrusion plate being connected with a mud pushing plate, a spring being arranged around the outside of the supporting telescopic rods, and the side of the extrusion plate close to the mud pushing plate being fixedly provided with a hollow column.
2. The toilet beam hanging formwork hole plugging structure according to claim 1, characterized in that: The plugging positioning piece comprises a positioning threaded rod arranged inside the beam formwork, one end of the positioning threaded rod being fixedly connected with a fixed frame, and the side of the fixed frame away from the positioning threaded rod being fixedly connected with a leakage-proof side plate.
3. The toilet beam hanging formwork hole plugging structure according to claim 2, characterized in that: The inside of the mud pushing plate is provided with a mud injection hole, the mud injection hole being communicated with the outside of the mud pushing plate, the end of the hollow column away from the extrusion plate extending into the inside of the mud injection hole and being in communication with the inside of the mud injection hole.
4. The toilet cross beam formwork hole plugging structure according to claim 3, characterized in that: The inside of the sleeve is provided with a first threaded slot, the first threaded slot being communicated with the outside of the sleeve, and the positioning threaded rod being arranged through the inside of the first threaded slot and being threadedly connected with the inside of the first threaded slot.
5. The toilet beam formwork hole plugging structure according to claim 1, characterized in that: One end of the spring is fixedly connected with the outer wall of the extrusion plate, and the other end of the spring is fixedly connected with the inner wall of the mud pushing plate.
6. The toilet cross beam formwork hole plugging structure according to claim 2, characterized in that: The end of the positioning threaded rod away from the fixed frame is provided with a mud sealing plate, the mud sealing plate being threadedly arranged around the outside of the positioning threaded rod.
7. The toilet beam formwork hole plugging structure according to claim 6, characterized in that: The inside of the mud sealing plate is provided with a second threaded slot, and the end of the positioning threaded rod away from the fixed frame is arranged through the inside of the second threaded slot and is threadedly connected with the inside of the second threaded slot. The inside of the mud sealing plate is provided with a second threaded slot, and the end of the positioning threaded rod away from the fixed frame is arranged through the inside of the second threaded slot and is threadedly connected with the inside of the second threaded slot.