CN217812325U - Cast-in-place concrete wall form reinforcing and supporting structure - Google Patents
Cast-in-place concrete wall form reinforcing and supporting structure Download PDFInfo
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- CN217812325U CN217812325U CN202221241320.2U CN202221241320U CN217812325U CN 217812325 U CN217812325 U CN 217812325U CN 202221241320 U CN202221241320 U CN 202221241320U CN 217812325 U CN217812325 U CN 217812325U
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Abstract
The utility model discloses a cast in situ concrete wall form consolidates bearing structure, include: the cast-in-place concrete wall formwork comprises a plurality of transverse back ridges and vertical back ridges which are uniformly distributed on two back side surfaces of the cast-in-place concrete wall formwork, wherein the transverse back ridges are horizontal, the vertical back ridges are vertical, and two adjacent transverse back ridges are connected through a connecting piece on the same horizontal plane; the transverse back edges or the connecting pieces on the same side are clamped between the vertical back edges on the side and the cast-in-place concrete wall body template; the plurality of wall-penetrating screws sequentially penetrate through the vertical back edge, the transverse back edge or the connecting piece and the cast-in-place concrete wall body template on one side surface, the transverse back edge or the connecting piece and the vertical back edge on the other side surface, and locking nuts are arranged at two ends of the wall-penetrating screws for locking; a plurality of strengthen support piece that correspond with a plurality of perpendicular back of the body stupefied respectively, strengthen support piece and include: the telescopic rods are obliquely arranged, one end of each telescopic rod is hinged with a supporting connecting piece, and the supporting connecting pieces are detachably connected with the vertical back ridges; and the supporting seat is fixedly arranged on a ground foundation and is hinged with the other end of the telescopic rod. The utility model discloses easy dismounting.
Description
Technical Field
The utility model relates to a construction formwork technical field, concretely relates to cast in situ concrete wall template reinforcing and supporting structure.
Background
The cast-in-place concrete wall is a concrete wall poured by supporting a formwork on a construction site, wherein the aluminum alloy formwork system is a common building formwork, two layers of aluminum alloy plates are arranged oppositely in parallel, a concrete pouring space, namely a wall space, flows out between the two layers of aluminum alloy plates, and then the aluminum alloy plates are reinforced and limited through the supporting structure to form a stable aluminum alloy formwork system, so that the supporting structure which is convenient to disassemble and assemble and good in supporting effect is significant in design.
SUMMERY OF THE UTILITY MODEL
It is an object of the present invention to solve at least the above problems and to provide at least the advantages which will be described later.
The utility model also aims at providing a cast in situ concrete wall form consolidates bearing structure, it is stupefied, the connecting piece, erects the stupefied, the enhancement support piece of back of the body of a plurality of wall screw rods of wearing and lock nut concatenation through a plurality of horizontal backs of the body are constituteed, not only easy dismounting and excellent in support effect.
In order to realize that the utility model discloses a according to these objects and other advantages, a cast in situ concrete wall form reinforcing and supporting structure is provided, include:
the transverse back edges are uniformly and horizontally distributed on two back side surfaces of the cast-in-place concrete wall formwork, and two adjacent transverse back edges are connected through a connecting piece on the same horizontal plane;
the vertical back ridges are uniformly distributed on two back side surfaces of the cast-in-place concrete wall template side by side and vertically, and the transverse back ridges or connecting pieces on the same side are clamped between the vertical back ridges on the side and the cast-in-place concrete wall template;
the wall-penetrating screw rods sequentially penetrate through the vertical back edge, the transverse back edge or the connecting piece and the cast-in-place concrete wall template on one side surface, the transverse back edge or the connecting piece and the vertical back edge on the other side surface, and locking nuts are arranged at two ends of the wall-penetrating screw rods for locking and fixing;
strengthen support piece, it is a plurality of, and correspond the setting with a plurality of vertical backs of the body stupefied respectively, strengthen support piece and include:
the plurality of telescopic rods are obliquely arranged, one end of each telescopic rod is hinged with a supporting connecting piece, and the supporting connecting pieces are detachably connected with the vertical back ridges;
and the supporting seat is fixedly arranged on the ground foundation and is hinged with the other end of the telescopic rod.
Preferably, cast in situ concrete wall form consolidates bearing structure in, the connecting piece is stupefied connecting piece of back, reentrant corner connecting piece, external corner connecting piece, and two stupefied through the stupefied connecting piece of back of the cross adjacent of parallel, and two stupefied through the reentrant corner connecting piece of the adjacent back of the interior corner of cast in situ concrete wall body, two stupefied through the external corner connecting piece of the adjacent back of the outer corner of cast in situ concrete wall body are connected.
Preferably, in the cast-in-place concrete wall formwork reinforcing and supporting structure, the transverse back edge 8 and the vertical back edge are formed by arranging round pipes close to the end parts between a pair of parallel cold-bending inner-curling channel steel and connecting the round pipes, a plurality of first pin holes are formed in the cold-bending inner-curling channel steel, the cold-bending inner-curling channel steel is perpendicular to the cast-in-place concrete wall formwork, and the wall-penetrating screw penetrates through a gap between the pair of cold-bending inner-curling channel steel; the transverse back edge connecting piece is bent from a cold-bent outer-curled channel steel to form a U-shaped groove matched with the external dimension of the transverse back edge, the notch of the transverse back edge connecting piece faces the cast-in-place concrete wall, a second pin hole corresponding to the first pin hole is formed in the side wall of the transverse back edge connecting piece, and a plurality of strip holes corresponding to the gap between the two cold-bent inner-curled channel steels of the transverse back edge are formed in the bottom wall of the transverse back edge connecting piece; the external corner connecting piece and the internal corner connecting piece are formed by cutting and splicing the transverse back edge connecting pieces with different sizes; on the same horizontal plane, the adjacent ends of two adjacent transverse back edges are respectively wrapped by the same transverse back edge connecting piece or the male corner connecting piece or the female corner connecting piece, and are connected by inserting long pins in the corresponding first pin holes and second pin holes.
Preferably, in the cast-in-place concrete wall form reinforcing and supporting structure, a plurality of supporting tubes are arranged between the pair of cold-bending inner-crimping channel steel.
Preferably, in the cast-in-place concrete wall formwork reinforcing support structure, the support connecting piece is a U-shaped groove buckled on the periphery of the vertical back edge and penetrates through the side wall of the vertical back edge and the vertical back edge through a pin to be connected; the supporting and connecting piece is characterized in that a pair of vertical connecting plates are arranged on the outer bottom wall of the supporting and connecting piece, one end of the telescopic rod is located between the pair of connecting plates, the long pin rotates to penetrate through the connecting plates and the telescopic rod to enable the connecting plates and the telescopic rod to be hinged, and the tail end of the long pin is fixed and limited through the pin piece.
Preferably, in the cast-in-place concrete wall form reinforcing and supporting structure, a reinforcing bar ring is pre-embedded on the ground foundation, and the supporting seat is fixedly connected with the reinforcing bar ring.
Preferably, in the cast-in-place concrete wall template reinforcing and supporting structure, the top end of the vertical back ridge is welded with a lap joint pipe, and the lap joint pipe is lapped on the horizontal back ridge or the connecting piece which is positioned at the top.
Preferably, in the cast-in-place concrete wall form reinforcing and supporting structure, the telescopic rod comprises:
one end of the connecting pipe is hinged with the supporting connecting piece;
one end of the connecting rod is inserted in the connecting pipe, the other end of the connecting rod is hinged with the supporting seat, and external threads are arranged on the periphery of the connecting rod;
the locating part, its middle part wears to establish the screw hole and removes the cover and establish on the connecting rod, locating part cross-sectional dimension is greater than the connecting pipe diameter.
Preferably, in the cast-in-place concrete wall formwork reinforcing and supporting structure, a limiting ring is arranged around the other end of the connecting pipe, a limiting pipe is arranged on the limiting part, a plurality of moving holes are uniformly formed in the wall of the limiting pipe, a moving rod is inserted into each moving hole in a moving manner, and the other end of the connecting pipe is inserted into the limiting pipe and clamped between the moving rod and the limiting part by the limiting ring.
Preferably, in the cast-in-place concrete wall form reinforcing and supporting structure, one end of the connecting rod is tapered.
The utility model discloses at least, include following beneficial effect: the utility model discloses easy dismounting, easily adjustment, but part reuse, the supporting effect is good, is favorable to using widely.
Additional advantages, objects, and features of the invention will be set forth in part in the description which follows and in part will become apparent to those having ordinary skill in the art upon examination of the following or may be learned from practice of the invention.
Drawings
Fig. 1 is a schematic structural view of a cast-in-place concrete wall form reinforcing and supporting structure according to one of the technical solutions of the present invention;
fig. 2 is a schematic top view of a cast-in-place concrete wall form reinforcing and supporting structure according to one of the technical solutions of the present invention;
fig. 3 is a schematic view of a structure of a transverse back ridge in one of the technical solutions of the present invention;
fig. 4 is a schematic structural view of a transverse back ridge connecting member in one of the technical solutions of the present invention;
fig. 5 is a schematic structural view of a reentrant corner connector according to one embodiment of the present invention;
fig. 6 is a schematic structural view of an external corner connector according to one of the technical solutions of the present invention;
fig. 7 is a schematic structural view of a supporting and connecting member according to one embodiment of the present invention;
fig. 8 is a schematic structural view of a telescopic rod portion in one of the technical solutions of the present invention;
the concrete wall comprises 1-a cast-in-place concrete wall body, 2-aluminum alloy plates, 3-lap joint pipes, 4-locking nuts, 5-wall penetrating screw rods, 6-supporting connecting pieces, 7-vertical back ridges, 8-transverse back ridges, 9-telescopic rods, 10-supporting seats, 11-reinforcing steel bar rings, 12-ground foundation, 13-male corner connecting pieces, 14-female corner connecting pieces, 15-transverse back ridge connecting pieces, 16-round pipes, 17-cold-bent inner-curled channel steel, 18-first pin holes, 19-supporting pipes, 20-strip holes, 21-second pin holes, 22-cold-bent outer-curled channel steel, 23-connecting plates, 24-limiting pieces, 25-moving rods, 26-limiting pipes, 27-connecting pipes, 28-limiting rings and 29-connecting rods.
Detailed Description
The present invention is further described in detail below with reference to the drawings so that those skilled in the art can implement the invention with reference to the description.
It will be understood that terms such as "having," "including," and "comprising," as used herein, do not preclude the presence or addition of one or more other elements or groups thereof.
It is to be noted that the experimental methods described in the following embodiments are all conventional methods unless otherwise specified, and the reagents and materials described therein are commercially available unless otherwise specified; in the description of the present invention, it should be noted that unless otherwise explicitly stated or limited, the terms "mounted," "connected" and "disposed" are to be construed broadly, and may be, for example, fixedly connected, disposed, detachably connected, disposed, or integrally connected and disposed. The specific meaning of the above terms in the present invention can be understood as a specific case by those skilled in the art. The terms "lateral," "longitudinal," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are used in the orientation or positional relationship indicated in the drawings for convenience in describing the invention and to simplify the description, and do not indicate or imply that the device or element so referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus should not be construed as limiting the invention.
In one of them technical scheme, as shown in fig. 1, fig. 2, fig. 7, the utility model provides a cast in situ concrete wall form consolidates bearing structure, include:
the transverse back edges 8 are uniformly and horizontally distributed on two back side surfaces of the cast-in-place concrete wall formwork, and two adjacent transverse back edges 8 are connected through connecting pieces on the same horizontal plane;
the vertical back ridges 7 are uniformly distributed on two back side surfaces of the cast-in-place concrete wall body template side by side and vertically, and the transverse back ridges 8 or connecting pieces on the same side are clamped between the vertical back ridges 7 on the same side and the cast-in-place concrete wall body template;
the wall-penetrating screw rods 5 sequentially penetrate through the vertical back edge 7, the transverse back edge 8 or the connecting piece and the cast-in-place concrete wall formwork on one side face, the transverse back edge 8 or the connecting piece and the vertical back edge 7 on the other side face, and locking nuts 4 are arranged at two ends of the wall-penetrating screw rods for locking and fixing;
strengthen support piece, it is a plurality of, and correspond the setting with a plurality of stupefied 7 of perpendicular back of the body respectively, strengthen support piece and include:
a plurality of telescopic rods 9 are obliquely arranged, one end of each telescopic rod 9 is hinged with a support connecting piece 6, and each support connecting piece 6 is detachably connected with each vertical back edge 7;
and the supporting seat 10 is fixedly arranged on a ground foundation 12 and is hinged with the other end of the telescopic rod 9.
The cast-in-place concrete wall template reinforcing and supporting structure provided by the technical scheme is mainly formed by splicing a plurality of transverse back ridges 8, a plurality of vertical back ridges 7, a plurality of wall-penetrating screws 5 and a plurality of reinforcing and supporting pieces; the cast-in-place concrete wall formwork comprises a plurality of transverse back ridges 8, a plurality of vertical back ridges 7, a plurality of wall penetrating screws 5 and locking nuts 4, wherein the transverse back ridges 8 are uniformly distributed on two back sides of the cast-in-place concrete wall formwork and are horizontally arranged, adjacent ends of the two adjacent transverse back ridges 8 on the same horizontal plane are connected through connecting pieces, the transverse back ridges 8 or the connecting pieces on the same horizontal plane are connected to form a line, the transverse back ridges 7 or the connecting pieces on the same side are clamped between the vertical back ridges 7 on the side and the cast-in-place concrete wall formwork and are used for reinforcing the transverse back ridges to ensure the verticality of a cast-in-place concrete wall 1, and each wall penetrating screw 5 sequentially penetrates through the vertical back ridges 7, the transverse back ridges 8 or the connecting pieces and the cast-in-place concrete wall formwork on one side, the transverse back ridges 8 or the connecting pieces and the vertical back ridges 7 on the other side and is provided with the locking nuts 4 for locking and fixing, so that the cast-in-place concrete wall formwork is clamped and limited; the extra wall-through screw rods 5 can also sequentially penetrate through the transverse back edge 8 and the cast-in-place concrete wall formwork on one side, the transverse back edge 8 on the other side or the connecting piece, the transverse back edge 8 and the cast-in-place concrete wall formwork on one side, the connecting piece of the transverse back edge 8 on the other side and the like can be flexibly used according to the splicing structure of each actual component, and the two ends of the connecting piece are provided with locking nuts 4 for locking and fixing; the locking nut 4 is a disc nut so as to adapt to the sizes of the transverse back edge 8, the vertical back edge 7 and the connecting piece and be convenient for clamping and locking; each reinforcing support piece corresponds to one vertical back edge 7 and comprises a plurality of obliquely arranged telescopic rods 9 and a supporting seat 10 fixedly arranged on the ground 12 of a foundation, one end of each telescopic rod 9 is hinged with a supporting connecting piece 6 which is detachably connected with the vertical back edge 7, the other end of each telescopic rod 9 is hinged with the supporting seat 10, and each telescopic rod 9 is used for supporting the side surface of the corresponding vertical back edge 7, so that the stability of the whole structure can be further enhanced; the reinforced support piece and the vertical back edge are matched to be used for oppositely supporting the cast-in-place concrete wall formwork, so that the verticality of the cast-in-place concrete wall 1 is guaranteed, and the deviation of wall positioning during concrete pouring is prevented. The cast-in-place concrete wall template in this technical scheme can be for the aluminum alloy template, be about to two-layer aluminum alloy plate 2 parallel opposition sets up to flow out the concrete placement space between two-layer aluminum alloy plate 2 and be 1 space of cast-in-place concrete wall.
The utility model discloses a cast in situ concrete wall form reinforcing bearing structure's equipment method does: the vertical arrangement in suitable position of cast in situ concrete wall body template that will be provided with corresponding through-wall hole earlier, it establishes through-wall screw 5 to insert in the through-wall hole that corresponds, then from through-wall screw 5 both ends selectivity inserts horizontal stupefied 8 in proper order, the connecting piece, erect stupefied 7 of the back or earlier equipment connection adjacent two horizontal stupefied 8 of the back and connecting piece insert through-wall screw 5 again wholly, insert lock nut 4 locking again soon, will erect stupefied 7 of the back and connect rather than the support connecting piece 6 of the one end of the telescopic link 9 of the enhancement support piece that corresponds can.
The utility model discloses at least, include following beneficial effect: the utility model clamps and fixes the cast-in-place concrete wall template, the transverse back edge, the connecting piece, the vertical back edge and the like through the wall-through screw matched with the lock nut, and has stable structure and convenient disassembly and assembly; in the utility model, the inclined telescopic rod connected with the vertical back ridge is arranged, so that the supporting force to the whole structure is enhanced, and the structure is more stable; the utility model discloses the one end of well telescopic link is articulated with the support connecting piece, the other end is articulated with the supporting seat, can adjust the inclination of telescopic link in a flexible way through the flexible length of adjusting the telescopic link.
In another technical scheme, as shown in fig. 1 and 2, in the cast-in-place concrete wall formwork reinforcing and supporting structure, the connecting members are transverse back ridge connecting members 15, internal corner connecting members 14 and external corner connecting members 13, two parallel adjacent transverse back ridges 8 are connected through the transverse back ridge connecting members 15, two adjacent transverse back ridges 8 at the inner corners of the cast-in-place concrete wall 1 are connected through the internal corner connecting members 14, and two adjacent transverse back ridges 8 at the outer corners of the cast-in-place concrete wall 1 are connected through the external corner connecting members 13. Different connecting pieces are arranged to meet different connecting requirements of two adjacent transverse back edges at different positions.
In another technical scheme, as shown in fig. 1, fig. 2, fig. 3, fig. 4, fig. 5, and fig. 6, in the cast-in-place concrete wall form reinforcing and supporting structure, each of the transverse back edge 8 and the vertical back edge 7 is formed by arranging a circular tube 16 between a pair of parallel cold-bent inner curled channel steel 17 close to the end and connecting the two, a plurality of first pin holes 18 are formed in the cold-bent inner curled channel steel 17, the cold-bent inner curled channel steel 17 is perpendicular to the cast-in-place concrete wall form, and the wall-through screw 5 penetrates through a gap between the pair of cold-bent inner curled channel steel 17; the transverse back edge connecting piece 15 is a U-shaped groove which is formed by bending a cold-bending outer-crimping channel steel 22 and is matched with the shape and size of the transverse back edge 8, the notch of the transverse back edge connecting piece 15 faces the cast-in-place concrete wall 1, a second pin hole 21 corresponding to the first pin hole 18 is formed in the side wall of the transverse back edge connecting piece 15, and a plurality of strip holes 20 corresponding to the gap between two cold-bending inner-crimping channel steels 17 of the transverse back edge 8 are formed in the bottom wall of the transverse back edge connecting piece 15; the external corner connecting piece 13 and the internal corner connecting piece 14 are formed by cutting and splicing the transverse back edge connecting pieces 15 with different sizes; on the same horizontal plane, the adjacent ends of two adjacent transverse back ridges 8 are partially wrapped by the same transverse back ridge connecting piece 15 or the same external corner connecting piece 13 or the same internal corner connecting piece 14 respectively, and are connected by inserting long pins in the corresponding first pin holes 18 and the corresponding second pin holes 21.
Each back edge and each connecting piece are made of cold-bent internally-curled channel steel or cold-bent externally-curled channel steel, and the steel plate has the advantages of thin wall, light weight, good section performance and high strength; inserting pins into the first pin hole and the second pin hole and configuring pin sheets to consolidate the connection relation between each connecting piece and the transverse back edge; the wall-through screw rod passes through the long hole to support the transverse back edge connecting piece.
In another technical solution, as shown in fig. 3, in the cast-in-place concrete wall form reinforcing and supporting structure, a plurality of supporting tubes 19 are arranged between a pair of cold-bent inside-turned channel steel 17. The supporting tube is a square tube and is used for reinforcing the structures of the transverse back edge and the vertical back edge and preventing deformation caused by overlarge stress.
In another technical scheme, as shown in fig. 1 and 7, in the cast-in-place concrete wall form reinforcing and supporting structure, the supporting and connecting member 6 is a U-shaped groove fastened on the periphery of the vertical back edge 7 and passes through the side wall thereof and the vertical back edge 7 through a pin to connect the two; a pair of vertical connecting plates 23 is arranged on the outer bottom wall of the supporting and connecting piece 6, one end of the telescopic rod 9 is positioned between the pair of connecting plates 23, and the long pin rotates to penetrate through the connecting plates 23 and the telescopic rod 9 to enable the connecting plates and the telescopic rod to be hinged, and the tail end of the long pin is fixed and limited through a pin sheet. Pin holes for inserting pins are formed in the side wall of the supporting connecting piece and the vertical back ridge; the connecting plate and the telescopic rod are both provided with pin holes for the penetration of long pins; the pin sheet is a common connecting part and is easy to obtain and convenient to use.
In another technical solution, as shown in fig. 1, in the cast-in-place concrete wall form reinforced support structure, a steel bar ring 11 is pre-embedded on the ground foundation 12, and the support base 10 is fixedly connected with the steel bar ring 11. Ground can be for the roof face of next floor, pours the pre-buried reinforcing bar ring of preparation in-process, and the supporting seat passes through reinforcing bar ring and ground fixed connection, stable in structure, and dismantles and can not break ground foundation structure.
In another technical scheme, as shown in fig. 1, in the cast-in-place concrete wall formwork reinforcing and supporting structure, the top end of the vertical back edge 7 is welded with the overlap joint pipe 3, and the overlap joint pipe 3 is erected on the uppermost horizontal back edge 8 or the connecting piece. The lap joint pipe can be a square pipe, a round pipe and the like, and initial positioning is convenient when the vertical back edge is spliced and installed.
In another technical solution, as shown in fig. 1 and 8, in the cast-in-place concrete wall form reinforcing and supporting structure, the telescopic rod 9 includes:
a connecting pipe 27, one end of which is hinged with the supporting connecting piece 6;
one end of the connecting rod 29 is inserted in the connecting pipe 27, the other end of the connecting rod is hinged with the supporting seat 10, and external threads are arranged on the periphery of the connecting rod 29;
and the middle of the limiting part 24 penetrates through a threaded hole and is movably sleeved on the connecting rod 29, and the section size of the limiting part 24 is larger than the diameter of the connecting pipe 27. The limiting piece is rotated to adjust the position of the limiting piece on the connecting rod, so that the length of the connecting rod inserted into the connecting pipe can be adjusted, and the overall length of the telescopic rod can be adjusted; the cross-sectional dimension of locating part is greater than the connecting pipe diameter, makes the other end card of connecting pipe in locating part department to the length of restriction connecting rod insertion connecting pipe.
In another technical solution, as shown in fig. 8, in the cast-in-place concrete wall form reinforcing and supporting structure, a limiting ring 28 is arranged around the other end of the connecting pipe 27, a limiting pipe 26 is arranged on the limiting member 24, a plurality of moving holes are uniformly arranged on the pipe wall of the limiting pipe 26, a moving rod 25 is movably inserted in each moving hole, the other end of the connecting pipe 27 is inserted in the limiting pipe 26, and the limiting ring 28 is clamped between the moving rod 25 and the limiting member 24. The limiting ring is clamped between the movable rod and the limiting piece, namely the other end of the connecting pipe is locked at a fixed position, so that the length change of the telescopic rod and the instability of the supporting structure caused by the easy movement of the limiting piece after the structure splicing and installation are prevented; the movable rod is moved to be staggered with the limiting ring, so that the position of the limiting piece can be adjusted by rotating the limiting piece, and then the length of the telescopic rod is changed; the movable rod can be a screw, and the movable hole is a threaded hole matched with the screw, so that the movable rod is convenient to move and disassemble.
In another technical solution, as shown in fig. 8, in the cast-in-place concrete wall form reinforcing and supporting structure, one end of the connecting rod 29 is tapered. Is convenient to be inserted into the connecting pipe.
The number of apparatuses and the scale of the process described here are intended to simplify the description of the present invention. Applications, modifications and variations of the present invention will be apparent to those skilled in the art.
While the embodiments of the invention have been described above, it is not intended to be limited to the details shown, or described, but rather to cover all modifications, which would come within the scope of the appended claims, and all changes which come within the meaning and range of equivalency of the art are therefore intended to be embraced therein.
Claims (10)
1. Cast in situ concrete wall form consolidates bearing structure, its characterized in that includes:
the transverse back edges are uniformly and horizontally distributed on two back side surfaces of the cast-in-place concrete wall formwork, and two adjacent transverse back edges are connected through a connecting piece on the same horizontal plane;
the plurality of vertical back ridges are uniformly and vertically distributed on two back side surfaces of the cast-in-place concrete wall body template side by side, and the transverse back ridges or connecting pieces on the same side are clamped between the vertical back ridges on the same side and the cast-in-place concrete wall body template;
the wall-penetrating screw rods sequentially penetrate through the vertical back edge, the transverse back edge or the connecting piece and the cast-in-place concrete wall template on one side surface, the transverse back edge or the connecting piece and the vertical back edge on the other side surface, and locking nuts are arranged at two ends of the wall-penetrating screw rods for locking and fixing;
strengthen support piece, it is a plurality of, and correspond the setting with a plurality of stupefied of perpendicular back of the body respectively, strengthen support piece and include:
the plurality of telescopic rods are obliquely arranged, one end of each telescopic rod is hinged with a supporting connecting piece, and the supporting connecting pieces are detachably connected with the vertical back ridges;
and the supporting seat is fixedly arranged on the ground foundation and is hinged with the other end of the telescopic rod.
2. The cast-in-place concrete wall formwork reinforcing and supporting structure as claimed in claim 1, wherein the connecting pieces are transverse back ridge connecting pieces, internal corner connecting pieces and external corner connecting pieces, two parallel adjacent transverse back ridges are connected through the transverse back ridge connecting pieces, two adjacent transverse back ridges at the internal corners of the cast-in-place concrete wall are connected through the internal corner connecting pieces, and two adjacent transverse back ridges at the external corners of the cast-in-place concrete wall are connected through the external corner connecting pieces.
3. The cast-in-place concrete wall form reinforcing and supporting structure as claimed in claim 2, wherein the transverse back edge and the vertical back edge are formed by arranging round pipes between a pair of parallel cold-bent inner curled channel steel close to the end portions and connecting the round pipes, a plurality of first pin holes are formed in the cold-bent inner curled channel steel, the cold-bent inner curled channel steel is perpendicular to the cast-in-place concrete wall form, and the wall-through screw penetrates through a gap between the pair of cold-bent inner curled channel steel; the transverse back edge connecting piece is bent from a cold-bent outer-curled channel steel to form a U-shaped groove matched with the external dimension of the transverse back edge, the notch of the transverse back edge connecting piece faces the cast-in-place concrete wall, a second pin hole corresponding to the first pin hole is formed in the side wall of the transverse back edge connecting piece, and a plurality of strip holes corresponding to the gap between the two cold-bent inner-curled channel steels of the transverse back edge are formed in the bottom wall of the transverse back edge connecting piece; the external corner connecting piece and the internal corner connecting piece are formed by cutting and splicing the transverse back edge connecting pieces with different sizes; on the same horizontal plane, the adjacent ends of two adjacent transverse back edges are respectively wrapped by the same transverse back edge connecting piece or the male corner connecting piece or the female corner connecting piece part, and are connected by inserting long pins into the corresponding first pin holes and the corresponding second pin holes.
4. The cast in place concrete wall form reinforcing support structure of claim 3, wherein a plurality of support tubes are disposed between a pair of said cold-bent inside-turned channel sections.
5. The cast-in-place concrete wall form reinforcing and supporting structure of claim 1 or 3, wherein the supporting connecting piece is a U-shaped groove buckled on the periphery of the vertical back edge and is connected with the vertical back edge by a pin penetrating through the side wall of the U-shaped groove and the vertical back edge; the supporting and connecting piece is characterized in that a pair of vertical connecting plates is arranged on the outer bottom wall of the supporting and connecting piece, one end of the telescopic rod is located between the pair of connecting plates, the long pin penetrates through the connecting plates and the telescopic rod in a rotating mode to enable the connecting plates and the telescopic rod to be hinged, and the tail end of the long pin is fixed and limited through a pin sheet.
6. The cast-in-place concrete wall form reinforcing and supporting structure as claimed in claim 1, wherein a reinforcing bar ring is embedded on the ground foundation, and the supporting seat is fixedly connected with the reinforcing bar ring.
7. The cast-in-place concrete wall form reinforcing and supporting structure of claim 1, wherein the top end of the vertical back ridge is welded with a lapping pipe, and the lapping pipe is lapped on the transverse back ridge or the connecting piece positioned at the uppermost position.
8. The cast in place concrete wall form reinforcing support structure of claim 1, wherein said telescoping rod comprises:
one end of the connecting pipe is hinged with the supporting connecting piece;
one end of the connecting rod is inserted in the connecting pipe, the other end of the connecting rod is hinged with the supporting seat, and external threads are arranged on the periphery of the connecting rod;
the locating part, its middle part wears to establish the screw hole and removes the cover and establish on the connecting rod, locating part cross-sectional dimension is greater than the connecting pipe diameter.
9. The cast-in-place concrete wall form reinforcing and supporting structure as claimed in claim 8, wherein a limiting ring is arranged around the other end of the connecting pipe, a limiting pipe is arranged on the limiting member, a plurality of moving holes are uniformly arranged on the wall of the limiting pipe, a moving rod is movably inserted into each moving hole, the other end of the connecting pipe is inserted into the limiting pipe, and the limiting ring is clamped between the moving rod and the limiting member.
10. The cast in place concrete wall form reinforcing support structure of claim 8, wherein one end of the connecting rod is tapered.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221241320.2U CN217812325U (en) | 2022-05-23 | 2022-05-23 | Cast-in-place concrete wall form reinforcing and supporting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221241320.2U CN217812325U (en) | 2022-05-23 | 2022-05-23 | Cast-in-place concrete wall form reinforcing and supporting structure |
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| CN217812325U true CN217812325U (en) | 2022-11-15 |
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| CN202221241320.2U Active CN217812325U (en) | 2022-05-23 | 2022-05-23 | Cast-in-place concrete wall form reinforcing and supporting structure |
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| Country | Link |
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| CN (1) | CN217812325U (en) |
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