CN215631654U - Integral seam leakage-proof slurry wall formwork structure with floor internal corner formwork - Google Patents
Integral seam leakage-proof slurry wall formwork structure with floor internal corner formwork Download PDFInfo
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- CN215631654U CN215631654U CN202120785635.2U CN202120785635U CN215631654U CN 215631654 U CN215631654 U CN 215631654U CN 202120785635 U CN202120785635 U CN 202120785635U CN 215631654 U CN215631654 U CN 215631654U
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Abstract
The utility model discloses a wall formwork structure with an integral seam leakage-proof floor internal corner formwork, which comprises a wall formwork, wherein an integral square frame is arranged on one side of the wall formwork, and the edge of the wall formwork extends to the outer side of the edge of the integral square frame to form a male edge structure or retracts to the inner side of the edge of the integral square frame to form a female edge structure spliced correspondingly with the male edge structure; the top of the integral square frame is provided with a public side floor internal corner template connecting assembly spliced with the top of the wall surface template, and one side of the public side floor internal corner template connecting assembly, which is far away from the wall surface template, extends to the outer side of the edge of the top of the wall surface template frame to form a public side structure; the wall formwork splicing device has the advantages of being convenient to assemble, greatly improving the wall formwork splicing efficiency, guaranteeing the supporting strength of the wall formwork, effectively reducing the using amount of the connecting pins, effectively plugging joints between the wall formworks, and effectively avoiding slurry leakage and slab staggering of the joints between the wall formworks.
Description
Technical Field
The utility model belongs to the technical field of early-dismantling and quick-assembling wall surface structures in building template engineering, and particularly relates to an integral type wall template structure with seam leakage prevention and self-contained floor internal corner templates.
Background
Present frame-type wall template structure adopts to splice a plurality of wall templates through the connecting pin and constitutes usually, and the wall template that has now simultaneously adopts the wood pattern more, the PVC mould, aluminium mould etc. when adopting a large amount of wall templates to splice, not only the concatenation pin use amount is very big, lead to splicing inefficiency, simultaneously because the existence of error is assembled with the manual work to template processing error itself, lead to between the wall template the amalgamation not inseparable enough, and then cause the seam crossing between the wall template to take place easily and leak thick liquid. Meanwhile, the strength of the joint between the wall templates is difficult to guarantee, and when concrete is poured, the wall templates are easy to shift or displace due to the impact force of the concrete and the expansion of the concrete during solidification, so that the forming quality of the subsequent concrete wall is seriously influenced.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide an integral type wall formwork structure with seam leakage-proof floor internal corner formworks, which realizes convenient splicing of wall formworks, improves the splicing efficiency of the wall formworks, effectively ensures the strength of seams between the wall formworks, effectively avoids excessive leakage and slab staggering of the seams between the wall formworks, and further ensures the surface forming quality of a solidified concrete wall.
The utility model is realized by the following technical scheme:
an integral type joint slurry leakage prevention wall formwork structure with a floor internal corner formwork comprises a wall formwork, wherein an integral type square frame is installed on one side of the wall formwork, and the edge of the wall formwork extends to the outer side of the edge of the integral type square frame to form a male edge structure or retracts to the inner side of the edge of the integral type square frame to form a female edge structure which is correspondingly spliced with the male edge structure; the top of the integral square frame is provided with a public side floor internal corner template connecting assembly spliced with the top of the wall template, and one side, far away from the wall template, of the public side floor internal corner template connecting assembly extends to the outer side of the edge of the top of the integral square frame to form a public side structure.
The wall template is the rectangle, and the left and right sides of wall template is template vertical side, and the upper and lower both sides of wall template are the horizontal limit of template, and the template vertical side of two adjacent wall templates splices each other and constitutes template vertical joint, and the template horizontal side of two adjacent wall templates splices each other and constitutes template horizontal joint. The integral square frame that is used for supporting the wall template is installed to one side of wall template, and integral square frame corresponds the wall template and sets up to the rectangle, and the left and right sides of integral square frame is frame vertical edge, and the upper and lower both sides of integral square frame are the frame horizontal edge. The template vertical edges of two adjacent wall templates are mutually spliced to form a frame vertical joint, and the template transverse edges of two adjacent wall templates are mutually spliced to form a frame transverse joint.
It should be noted that the vertical frame edge of the integral square frame is parallel to the vertical template edge of the wall template, and the horizontal frame edge of the integral square frame is parallel to the horizontal template edge of the wall template. The staggered arrangement of the edges of the integral square frame and the wall surface template means that the vertical edges of the frame of the integral square frame and the vertical edges of the template of the wall surface template and the transverse edges of the frame of the integral square frame and the transverse edges of the template of the wall surface template are only arranged in parallel but not aligned. The vertical edges of the templates of the wall templates extend to the outer sides of the vertical edges of the frames of the integral square frames to form a male edge structure, and the transverse edges of the templates of the wall templates extend to the outer sides of the transverse edges of the frames of the integral square frames to form a male edge structure; the formwork vertical edges of the wall formwork retract to the inner sides of the frame vertical edges of the integral square frame to form a female edge structure, and the formwork transverse edges of the wall formwork retract to the inner sides of the frame transverse edges of the integral square frame to form the female edge structure. The adjacent wall templates are spliced and connected through matching between the male edge structure and the female edge structure. Because the edge of integral square frame and the edge of wall template are crisscross to be set up, and then make the seam between the adjacent wall template and the seam between the adjacent integral square frame crisscross each other, and then when making follow-up concreting between the wall template of wall body both sides, avoid concrete to spill in a large number from the seam, effectively reduce the hourglass thick liquid volume, and then avoid producing the honeycomb pitted surface at the seam, effectively ensure concrete setting back surface smoothness. And meanwhile, the male-edge floor internal corner template connecting assembly and the top panel structure are arranged at the top of the integral square frame, the edge of the male-edge floor internal corner template connecting assembly extends to the outer side of the top edge of the integral square frame to form a male edge structure which is matched and spliced with a female edge structure at the edge of the top panel structure, so that the joint at the connecting transition position is staggered, excessive slurry leakage is effectively avoided, and the concrete forming quality is ensured.
In order to better realize the utility model, the male-side floor inside corner template connecting assembly further comprises a floor inside corner connecting piece arranged on the side face of the top of the integral square frame and a floor male-side inside corner template arranged on the top of the floor inside corner connecting piece, and the edge of the floor male-side inside corner template extends to the outer side of the edge of the top of the integral square frame to form a male-side structure.
In order to better realize the utility model, a plurality of open screw grooves are linearly arranged on the vertical edge of the female edge structure of the integral square frame, and screw holes are arranged on the vertical edge of the male edge structure of the wall surface template corresponding to the open screw grooves on the vertical edge of the integral square frame.
Be the linearity on the vertical edge of the female limit structure of integral square frame and be provided with a plurality of opening screw rod grooves, it lacks the hole to correspond the opening screw rod groove on the integral square frame edge on the edge of the public limit structure of wall template, and after adjacent wall template amalgamation, opening screw rod groove lacks the hole with the screw rod and amalgamates promptly and constitutes the screw rod round hole that supplies to drawing the screw rod to pass, can pass the screw rod round hole that aligns and opening screw rod groove cartridge at this moment and to drawing the screw rod, realizes carrying out the opposite-draw fastening to the wall template of wall body both sides. Meanwhile, the wall templates on two sides of the joint are propped by the plugs of the hidden sleeves of the counter-pulling screw rods, the adjacent wall templates are effectively prevented from staggering, and further the surface flatness of the solidified follow-up concrete is ensured.
In order to better realize the utility model, the integral square frame comprises a left vertical frame edge and a right vertical frame edge which are vertically aligned in parallel at the left side and the right side, the wall surface template comprises a left vertical template edge and a right vertical template edge which are vertically aligned in parallel at the left side and the right side, the left vertical template edge is arranged in parallel corresponding to the left vertical frame edge, the left vertical template edge retracts to the inner side of the left vertical frame edge to form a female edge structure, or the left vertical template edge extends to the outer side of the left vertical frame edge to form a male edge structure; the right vertical edge of the template is arranged in parallel corresponding to the right vertical edge of the frame, and the right vertical edge of the template retracts to the inner side of the right vertical edge of the frame to form a female edge structure or extends to the outer side of the right vertical edge of the frame to form a male edge structure; the screw rod is characterized in that an opening screw rod groove is linearly arranged on the left vertical edge of the frame or the right vertical edge of the frame, and a screw rod hole is formed in the left vertical edge of the template or the right vertical edge of the template corresponding to the opening screw rod groove.
The left vertical edge of the formwork on the left side of the wall formwork can extend to the outer side of the left vertical edge of the frame of the integral square frame to form a male edge structure, and can also retract to the inner side of the left vertical edge of the frame of the integral square frame to form a female edge structure; the right vertical edge of the formwork on the right side of the wall formwork can extend to the outer side of the right vertical edge of the framework of the integral square framework to form a male edge structure, and can also retract to the inner side of the right vertical edge of the framework of the integral square framework to form a female edge structure. The male edge structure corresponds the concatenation with female limit structure, and when two adjacent wall form structures were spliced promptly, the edge of one of them wall form structure was public limit structure, and then the edge that another wall form structure corresponds the concatenation sets up to female limit structure promptly, vice versa.
The vertical edge amalgamation of two wall templates constitutes the template and erects the seam, and the perpendicular edge amalgamation of two integral square frames constitutes the frame and erects the seam, through the cooperation of public limit structure and female limit structure for the template erects the seam and erects the seam with the frame and stagger and the non-alignment state, and then effectively reduces the template and erects the seam and erect the hourglass thick liquid volume of seam department, effectively avoids the concrete to solidify the back and go out at the seam and produce the honeycomb pitted surface, effectively guarantees the surface forming quality after the concrete solidifies. Simultaneously, the linear opening screw rod groove that is provided with on the vertical limit of frame left side or the vertical limit of frame right side, correspond opening screw rod groove and be provided with the screw rod and lack the hole on the vertical limit of template left side or the vertical limit of template right side, when adjacent wall template and integral square frame amalgamation, opening screw rod groove and screw rod lack the hole and align, constitute the passageway that supplies the blind bush to drawing the screw rod to pass, realize installing and follow-up demolising the convenient high efficiency of blind bush to drawing the screw rod.
In order to better realize the utility model, furthermore, a vertical reinforcing column is vertically arranged between the left vertical edge of the frame and the right vertical edge of the frame; and a transverse reinforcing circular pipe connected with the vertical reinforcing column is transversely arranged between the left vertical edge of the frame and the right vertical edge of the frame.
In order to better realize the utility model, the integral square frame comprises an upper transverse edge of a frame internal corner and a lower transverse edge of the frame, which are aligned in parallel at the upper side and the lower side, the wall surface template comprises an upper transverse edge of a template and a lower transverse edge of the template, which are aligned in parallel at the upper side and the lower side, the upper transverse edge of the template is arranged in parallel corresponding to the upper transverse edge of the frame internal corner and extends to the outer side of the upper transverse edge of the frame internal corner to form a male edge structure, the lower transverse edge of the template is arranged in parallel corresponding to the lower transverse edge of the frame, and the lower transverse edge of the template retracts to the inner side of the lower transverse edge of the frame to form a female edge structure or the lower transverse edge of the template extends to the outer side of the lower transverse edge of the frame to form a male edge structure.
The integral square frame comprises an upper transverse edge of a frame internal corner and a lower transverse edge of the frame, which are aligned in parallel at the upper side and the lower side, the wall surface template comprises an upper transverse edge of a template and a lower transverse edge of the template, which are aligned in parallel at the upper side and the lower side, the upper transverse edge of the template is arranged in parallel corresponding to the upper transverse edge of the frame internal corner and extends to the outer side of the upper transverse edge of the frame internal corner, so that a male edge structure is formed; the lower transverse edge of the template is arranged in parallel corresponding to the lower transverse edge of the frame and retracts to the inner side of the lower transverse edge of the frame to form a female edge structure. Adjacent public limit structure and female limit structure amalgamation realize the amalgamation of adjacent wall template and the amalgamation of adjacent integral square frame, and the template erects the seam and staggers with the frame erects the seam, avoids a large amount of concrete to leak thick liquids.
In order to better implement the utility model, further, a frame connecting pin hole is linearly arranged on the edge of the integral square frame in a penetrating manner.
In order to better implement the utility model, further, the edge of the integral square frame is L-shaped section steel or L-shaped aluminum, and reinforcing ribs are linearly arranged on the inner side of the L-shaped section steel or L-shaped aluminum.
Compared with the prior art, the utility model has the following advantages and beneficial effects:
(1) the wall formwork is supported by the integral square frame, the edge of the wall formwork extends to the outer side of the edge of the integral square frame to form a male edge structure, or the edge of the wall formwork retracts to the inner side of the edge of the integral square frame to form a female edge structure matched and spliced with the male edge structure, convenient and efficient splicing between the adjacent wall formworks and the integral square frame is realized through matching splicing between the male edge structure and the female edge structure, and meanwhile, due to the fact that the seam between the wall formworks and the seam between the integral square frame are arranged in a staggered mode, slurry leakage at the seam between the wall formworks is effectively avoided, and surface flatness after subsequent concrete solidification is effectively guaranteed;
(2) according to the utility model, the integral square frame is directly spliced, so that the splicing efficiency is greatly improved, and meanwhile, the integral square frame has enough strength, so that the wall formwork can be stably supported, the using number of connecting pins can be effectively reduced, and the splicing efficiency of the wall formwork is improved;
(3) according to the utility model, the opening screw grooves are linearly arranged on the edge of the integral square frame, the screw holes are arranged on the edge of the wall surface template corresponding to the opening screw grooves, so that a channel for conveniently passing and positioning the split screws is formed, the mounting efficiency of the split screws of the hidden casing is greatly improved, and meanwhile, during subsequent formwork removal, the split screw assemblies outside the hidden casing are firstly removed, then the wall surface template is sequentially removed, then the hidden casing is removed, the formwork removal efficiency is improved, and the turnover utilization rate of the hidden casing is also improved.
Drawings
FIG. 1 is an overall schematic view of a wall form construction;
FIG. 2 is a schematic view of the assembly of the wall form structure;
FIG. 3 is a schematic view of adjacent wall form structures prior to splicing;
FIG. 4 is a schematic view of adjacent wall form structures after splicing;
FIG. 5 is a schematic diagram of the splicing of the male edge structure and the female edge structure.
Wherein: 25-male floor internal corner template connecting component; 211-wall form; 212-a monolithic square frame; 251-floor reentrant corner connectors; 252-floor male-side internal corner template; 2121-left vertical edge of frame; 2122-right vertical edge of frame; 2123-lower transverse edge of frame; 2124-upper transverse edge of internal corner of frame; 0001-opening screw groove; 0002-screw hole lacking.
Detailed Description
Example 1:
the wall formwork structure with the integral seam leakage-proof mortar self-provided floor internal corner formwork comprises a wall formwork 211, wherein an integral square frame 212 is installed on one side of the wall formwork 211, and the edge of the wall formwork 211 extends to the outer side of the edge of the integral square frame 212 to form a male edge structure or retracts to the inner side of the edge of the integral square frame 212 to form a female edge structure which is correspondingly spliced with the male edge structure; the top of integral square frame 212 is provided with public side floor reentrant corner template coupling assembling 25 with the top amalgamation of wall template 211, the public side floor reentrant corner template coupling assembling 25 keeps away from one side of wall template 211 and extends to integral square frame 212 top edge outside and constitutes public side structure.
An integral square frame 212 and a wall formwork 211 are assembled to form a fast-assembling wall structure, and the whole wall structure is formed by assembling at least two fast-assembling wall structures. The wall surface template 211 and the integral square frame 212 are both rectangular structures, the left side and the right side of the wall surface template 211 are parallel aligned template vertical edges, and the upper side and the lower side of the wall surface template 211 are parallel aligned template transverse edges; the left and right sides of integral square frame 212 are frame vertical edges that are respectively parallel to the formwork vertical edges of wall form 211, and the upper and lower sides of integral square frame 212 are frame horizontal edges that are respectively parallel to the formwork horizontal edges of wall form 211. And the vertical template edge of the wall template 211 and the vertical frame edge of the integral square frame 212 are arranged in a staggered manner, that is, the vertical template edge of the wall template 211 extends to the outer side of the vertical frame edge of the integral square frame 212 to form a male edge structure or retracts to the inner side of the vertical frame edge of the integral square frame 212 to form a female edge structure. Similarly, the horizontal side of the wall form 211 and the horizontal side of the frame of the integral square frame 212 are staggered, that is, the horizontal side of the wall form 211 extends to the outside of the horizontal side of the frame of the integral square frame 212 to form a male side structure or retracts to the inside of the horizontal side of the frame of the integral square frame 212 to form a female side structure.
The male edge structure of one fast-assembling wall structure is spliced with the female edge structure of another fast-assembling wall structure, and then splicing between two adjacent fast-assembling wall structures is realized. When two adjacent fast-assembling wall structures are spliced, that is, two adjacent wall formworks 211 are spliced with each other, and simultaneously two adjacent integral square frames 212 are spliced with each other.
As shown in fig. 4 and 5, the edges of the integral square frames 212 and the edges of the wall formworks 211 are arranged in a staggered manner, so that the formwork joints before the two wall formworks 211 are staggered with the square frame joints between the two integral square frames 212, and further, when concrete is poured between the wall formworks 211 on two sides of the wall body, the concrete leaked from the formwork joints can be blocked by the staggered frame joints, thereby effectively preventing slurry leakage, avoiding the generation of honeycomb pitted surfaces at the joints after the concrete is solidified, and avoiding subsequent plastering operation.
The top of the integral square frame 212 is also provided with a male-side floor internal corner template connecting assembly 25 which is used for being in transition splicing with the top panel assembly, so that the connection transition of the wall body and the top panel is realized. Public limit floor reentrant corner template coupling assembling 25's bottom terminal surface and wall template 211's top terminal surface concatenation, public limit floor reentrant corner template coupling assembling 25 is close to one side of top panel and extends to the top edge outside of integral square frame 212 and constitutes public limit structure, the edge of top panel is the panel edge and contracts back to the inboard female limit structure of frame edge, splice through public limit structure and female limit structure, and then realize the inseparable concatenation between integral square frame 212 and the top panel, effectively prevent seam crossing grout leakage simultaneously, effectively guarantee concrete shaping quality.
Further, the wall surface formwork 211 is any one of a bamboo splint, a PVC formwork and a wood formwork, and the integral square frame 212 is any one of an all-aluminum square frame, an all-steel square frame and a steel-aluminum mixed square frame.
Example 2:
the embodiment is further optimized on the basis of embodiment 1, and as shown in fig. 1, fig. 3 and fig. 4, the male-side floor inside corner template connecting assembly 25 includes a floor inside corner connector 251 disposed on the top side of the integral square frame 212 and a floor male-side inside corner template 252 disposed on the top of the floor inside corner connector 251, and an edge of the floor male-side inside corner template 252 extends to the outside of the top edge of the integral square frame 212 to form a male-side structure.
The connecting holes are correspondingly formed in the side faces of the top panel and on the floor internal corner connecting piece 251, the connecting structure is simplified by inserting the connecting pins between the corresponding connecting holes, convenient and stable connection between the integral square frame 212 and the top panel can be achieved, and the connecting construction efficiency of the wall body and the top panel is improved. Meanwhile, the floor male-side female corner template 252 arranged at the top of the floor female corner connecting piece 251 forms a male-side structure which is spliced with a female-side structure at the edge of the top panel, so that the connection transition of the wall body and the top panel is realized, the slurry leakage at the transition part is effectively avoided, and the final forming quality is ensured.
Other parts of this embodiment are the same as embodiment 1, and thus are not described again.
Example 3:
the embodiment is further optimized on the basis of the embodiment 1 or 2, as shown in fig. 1 to 3, a plurality of open screw grooves 0001 are linearly arranged on the vertical edge of one side of the integral square frame 212, and screw holes 0002 are arranged on the vertical edge of one side of the wall surface template 211 corresponding to the open screw grooves on the vertical edge of the integral square frame 212.
Be linear on the edge of integral square frame 212 and be provided with a plurality of opening screw rod grooves 0001, opening screw rod groove 0001 that corresponds on integral square frame 212 edge is provided with the screw rod and lacks hole 0002 on the edge of wall template 211, after adjacent wall template 211 amalgamation, the screw rod that corresponds lacks hole 0002 amalgamation and constitutes the screw rod round hole that supplies to drawing the screw rod and pass, then can pass the screw rod round hole that aligns and carry out convenient installation with opening screw rod groove 0001 to drawing the screw rod, the realization is fastened to drawing the wall template 211 of wall body both sides. Meanwhile, the wall templates 211 on the two sides of the joint are tightly pushed by the blind sleeve plugs of the opposite-pulling screw rods, the wall templates 211 on the two sides of the joint are effectively prevented from being staggered, and the surface flatness of the solidified concrete is guaranteed.
The rest of this embodiment is the same as embodiment 1 or 2, and therefore, the description thereof is omitted.
Example 4:
in this embodiment, further optimization is performed on the basis of any one of embodiments 1 to 3, as shown in fig. 2, the integral square frame 212 includes a left vertical frame edge 2121 and a right vertical frame edge 2122, both sides of which are aligned in parallel in the vertical direction, the wall surface formwork 211 includes a left vertical formwork edge and a right vertical formwork edge, both sides of which are aligned in parallel, the left vertical formwork edge is disposed in parallel with the left vertical frame edge 2121, the left vertical formwork edge is retracted to the inner side of the left vertical frame edge 2121 of the frame to form a female edge structure, or the left vertical formwork edge is extended to the outer side of the left vertical frame edge 2121 of the frame to form a male edge structure; the right vertical edge of the template is arranged in parallel corresponding to the right vertical edge 2122 of the frame, and the right vertical edge of the template retracts to the inner side of the right vertical edge 2122 of the frame to form a female edge structure or extends to the outer side of the right vertical edge 2122 of the frame to form a male edge structure; an opening screw groove 0001 is linearly arranged on the left vertical edge 2121 of the framework or the right vertical edge 2122 of the framework, and a screw hole 0002 corresponding to the opening screw groove 0001 is arranged on the left vertical edge of the template or the right vertical edge of the template.
The integral square frame 212 includes an upper transverse edge 2124 of the frame internal corner and a lower transverse edge 2123 of the frame, which are aligned in parallel at the upper and lower sides, the wall surface formwork 211 includes an upper transverse edge of the formwork and a lower transverse edge of the formwork, which are aligned in parallel at the upper and lower sides, the upper transverse edge of the formwork is parallel to the upper transverse edge 2124 of the frame internal corner and extends to the outer side of the upper transverse edge 2124 of the frame internal corner to form a male edge structure, the lower transverse edge of the formwork is parallel to the lower transverse edge 2123 of the frame, and the lower transverse edge of the formwork retracts to the inner side of the lower transverse edge 2123 of the frame to form a female edge structure or the lower transverse edge of the formwork extends to the outer side of the lower transverse edge 2123 of the frame to form a male edge structure.
Further, the vertical side between the wall form 211 and the integral square frame 212 includes the following structure:
public limit structure in one side female limit structure in one side: the left vertical edge of the wall form 211 is parallel to the left vertical edge 2121 of the integral square frame 212 and is retracted to the inner side of the left vertical edge 2121 of the integral square frame 212 to form a female edge structure, and the retraction distance is a; the right vertical side of the wall form 211 is parallel to the right vertical side 2122 of the frame of the integral square frame 212 and extends to the outside of the right vertical side 2122 of the frame of the integral square frame 212 to form a male side structure, and the extension distance is a +3 mm.
The public limit structure in both sides: the left vertical edge of the wall form 211 is parallel to the left vertical edge 2121 of the integral square frame 212 and extends to the outer side of the left vertical edge 2121 of the integral square frame 212 to form a male edge structure, and the extension distance is a; the right vertical side of the wall form 211 is parallel to the right vertical side 2122 of the frame of the integral square frame 212 and extends to the outside of the right vertical side 2122 of the frame of the integral square frame 212 to form a male side structure, and the extension distance is a.
The structure of the mother edge on the two sides: the left vertical edge of the wall form 211 is parallel to the left vertical edge 2121 of the integral square frame 212 and is retracted to the inner side of the left vertical edge 2121 of the integral square frame 212 to form a female edge structure, and the retraction distance is a; the right vertical formwork edge of the wall formwork 211 is parallel to the right vertical frame edge 2122 of the integral square frame 212 and is retracted to the inner side of the right vertical frame edge 2122 of the integral square frame 212 to form a female edge structure, and the retraction distance is a.
Further, the transverse edge between the wall form 211 and the integral square frame 212 includes the following structure:
public limit structure in one side female limit structure in one side: the lower transverse edge of the wall form 211 is parallel to the lower transverse edge 2123 of the frame of the integral square frame 212 and is retracted to the inner side of the lower transverse edge 2123 of the frame of the integral square frame 212 to form a female edge structure, and the retraction distance is A; the upper transverse edge of the wall surface template 211 is parallel to the upper transverse edge 2124 of the frame internal corner of the integral square frame 212 and extends to the outer side of the upper transverse edge 2124 of the frame internal corner of the integral square frame 212 to form a male edge structure, and the extending distance is A +3 mm; .
The public limit structure in both sides: the upper transverse edge of the wall form 211 is parallel to the upper transverse edge 2124 of the frame female corner of the integral square frame 212 and extends to the outer side of the upper transverse edge 2124 of the frame female corner of the integral square frame 212 to form a male edge structure, and the extension distance is a; the lower transverse edge of the wall form 211 is parallel to the lower transverse edge 2123 of the integral square frame 212 and extends to the outer side of the lower transverse edge 2123 of the integral square frame 212 to form a male edge structure, and the extension distance is a.
Other parts of this embodiment are the same as any of embodiments 1 to 3, and thus are not described again.
Example 5:
this embodiment is further optimized on the basis of any of the above embodiments 1-4, and a vertical reinforcing column is vertically arranged between the left vertical edge 2121 of the frame and the right vertical edge 2122 of the frame; and a transverse reinforcing circular tube connected with the vertical reinforcing column is transversely arranged between the left vertical edge 2121 of the frame and the right vertical edge 2122 of the frame.
Can effectively follow vertical reinforcement integral square frame 212 through erecting the reinforced column, can effectively follow horizontal reinforcement integral square frame 212 through transversely strengthening the pipe, effectively avoid integral square frame 212 to warp, the convenient transport integral square frame 212 of pipe is transversely strengthened to the accessible simultaneously.
Further, a lateral reinforcing circular pipe is disposed one third from the upper rim or the lower rim of the integrated square frame 212.
Other parts of this embodiment are the same as any of embodiments 1 to 4, and thus are not described again.
Example 6:
the embodiment is further optimized on the basis of any one of the embodiments 1 to 5, the frame connecting pin holes are linearly arranged on the edges of the integral square frames 212 in a penetrating manner, the frame connecting pin holes on the edges of the adjacent integral square frames 212 are correspondingly arranged, and the convenient connection between the two adjacent integral square frames 212 can be realized by inserting the connecting pins into the aligned frame connecting pin holes. Because the whole frame construction of integral square frame 212 itself possesses sufficient intensity, consequently compare in traditional aluminium mould and support, the interval between the frame attach pinhole that integral square frame 212 edge set up is bigger, can be guaranteeing effectively the use amount of less pin or connecting pin under joint strength's the prerequisite, improved the efficiency of construction when practicing thrift the cost, alleviateed whole integral square frame 212's weight simultaneously.
Other parts of this embodiment are the same as any of embodiments 1 to 5, and thus are not described again.
Example 7:
this embodiment is further optimized on the basis of any one of embodiments 1 to 6, the edge of the integral square frame 212 is L-shaped steel or L-shaped aluminum, the inner side of the L-shaped steel or L-shaped aluminum is linearly provided with reinforcing ribs, the reinforcing ribs arranged at intervals can effectively enhance the strength of the L-shaped steel or L-shaped aluminum, and effectively avoid the deformation of the integral square frame 212, and meanwhile, compared with the integral square frame 212 formed by rectangular pipes, the integral square frame 212 formed by splicing the L-shaped steel or L-shaped aluminum is lighter in weight.
Other parts of this embodiment are the same as any of embodiments 1 to 6, and thus are not described again.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, and all simple modifications and equivalent variations of the above embodiments according to the technical spirit of the present invention are included in the scope of the present invention.
Claims (8)
1. The wall formwork structure is characterized by comprising a wall formwork (211), wherein an integral square frame (212) is installed on one side of the wall formwork (211), and the edge of the wall formwork (211) extends to the outer side of the edge of the integral square frame (212) to form a male edge structure or retracts to the inner side of the edge of the integral square frame (212) to form a female edge structure which is correspondingly spliced with the male edge structure; the top of integral square frame (212) is provided with public side floor reentrant corner template coupling assembling (25) with the top amalgamation of wall template (211), one side that wall template (211) was kept away from in public side floor reentrant corner template coupling assembling (25) extends to integral square frame (212) top edge outside and constitutes public side structure.
2. The wall formwork structure of the integral type joint slurry leakage prevention formwork with the floor internal corner formwork is characterized in that the male-side floor internal corner formwork connecting assembly (25) comprises a floor internal corner connecting piece (251) arranged on the top side surface of the integral type square frame (212) and a floor male-side internal corner formwork (252) arranged on the top of the floor internal corner connecting piece (251), and the edge of the floor male-side internal corner formwork (252) extends to the outer side of the top edge of the integral type square frame (212) to form a male-side structure.
3. The wall formwork structure of the integral type joint mortar leakage prevention formwork with the floor internal corner formwork is characterized in that a plurality of open screw grooves (0001) are linearly arranged on the vertical edge of the female edge structure of the integral type square framework (212), and screw holes (0002) are formed in the vertical edge of the male edge structure of the wall formwork (211) corresponding to the open screw grooves in the vertical edge of the integral type square framework (212).
4. An integral seam slurry leakage prevention wall form structure with a floor internal corner form according to any one of claims 1-3, characterized in that the integral square frame (212) comprises a left vertical frame edge (2121) and a right vertical frame edge (2122) which are vertically aligned in parallel at the left and right sides, the wall form (211) comprises a left vertical form edge and a right vertical form edge which are vertically aligned in parallel at the left and right sides, the left vertical form edge of the form is arranged in parallel corresponding to the left vertical frame edge (2121), the left vertical form edge of the form is retracted to the inner side of the left vertical frame edge (2121) to form a female edge structure or the left vertical form edge of the form extends to the outer side of the left vertical frame edge (2121) to form a male edge structure; the right vertical edge of the template is arranged in parallel corresponding to the right vertical edge (2122) of the frame, and the right vertical edge of the template retracts to the inner side of the right vertical edge (2122) of the frame to form a female edge structure or extends to the outer side of the right vertical edge (2122) of the frame to form a male edge structure; an opening screw groove (0001) is linearly arranged on the left vertical edge (2121) of the frame or the right vertical edge (2122) of the frame, and a screw hole (0002) is formed in the left vertical edge of the template or the right vertical edge of the template corresponding to the opening screw groove (0001).
5. The wall formwork structure of the integral seam slurry leakage prevention self-contained floor internal corner formwork according to claim 4, characterized in that a vertical reinforcing column is vertically arranged between the left vertical edge (2121) of the frame and the right vertical edge (2122) of the frame; and a transverse reinforcing circular pipe connected with the vertical reinforcing column is transversely arranged between the left vertical edge (2121) of the frame and the right vertical edge (2122) of the frame.
6. The wall form structure of claim 4, wherein the integral type square frame (212) comprises a frame internal corner upper transverse edge (2124) and a frame lower transverse edge (2123) which are aligned in parallel at the upper and lower sides, the wall form (211) comprises a form upper transverse edge and a form lower transverse edge which are aligned in parallel at the upper and lower sides, the form upper transverse edge is arranged in parallel corresponding to the frame internal corner upper transverse edge (2124) and extends to the outer side of the frame internal corner upper transverse edge (2124) to form a male edge structure, the form lower transverse edge is arranged in parallel corresponding to the frame lower transverse edge (2123), the form lower transverse edge retracts to the inner side of the frame lower transverse edge (2123) to form a female edge structure, or the form lower transverse edge extends to the outer side of the frame lower transverse edge (2123) to form a male edge structure.
7. A wall form structure of an integral seam leakage-proof slurry self-carrying floor internal corner form according to any one of claims 1-3, characterized in that frame connecting pin holes are linearly arranged on the edge of the integral square frame (212) in a penetrating way.
8. The wall formwork structure of the integral joint mortar leakage prevention self-contained floor internal corner formwork according to claim 7, wherein the edge of the integral square frame (212) is L-shaped steel or L-shaped aluminum, and reinforcing ribs are linearly arranged on the inner side of the L-shaped steel or the L-shaped aluminum.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120785635.2U CN215631654U (en) | 2021-04-16 | 2021-04-16 | Integral seam leakage-proof slurry wall formwork structure with floor internal corner formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120785635.2U CN215631654U (en) | 2021-04-16 | 2021-04-16 | Integral seam leakage-proof slurry wall formwork structure with floor internal corner formwork |
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| Publication Number | Publication Date |
|---|---|
| CN215631654U true CN215631654U (en) | 2022-01-25 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120785635.2U Active CN215631654U (en) | 2021-04-16 | 2021-04-16 | Integral seam leakage-proof slurry wall formwork structure with floor internal corner formwork |
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| Country | Link |
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| CN (1) | CN215631654U (en) |
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2021
- 2021-04-16 CN CN202120785635.2U patent/CN215631654U/en active Active
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