CN214574937U - LOFT apartment shear wall template construction structures - Google Patents
LOFT apartment shear wall template construction structures Download PDFInfo
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- CN214574937U CN214574937U CN202120239371.0U CN202120239371U CN214574937U CN 214574937 U CN214574937 U CN 214574937U CN 202120239371 U CN202120239371 U CN 202120239371U CN 214574937 U CN214574937 U CN 214574937U
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Abstract
The utility model discloses a LOFT apartment shear wall template construction structure, which comprises four-side shear wall templates and a supporting structure; the shear wall template comprises an inner wall template and an outer wall template which are vertically arranged, and a wall connecting assembly which is arranged between the inner wall template and the outer wall template and is used for connecting the inner wall template and the outer wall template, wherein a wall forming cavity for concrete pouring is defined between the inner wall template and the outer wall template; interior wall template and outer wall template all include a plurality of equal vertical settings and the standard board that connects gradually. The utility model discloses an utilize the standard board to assemble interior wall template and side fascia, compare the construction of traditional template system, shortened construction cycle, improved the efficiency of construction; meanwhile, the standard plate is used for carrying out layered construction pouring on the LOFT apartment, the construction quality of the wall body is easy to control, various index requirements of actual measurement can be met, and the construction requirements can be better met.
Description
Technical Field
The utility model belongs to the technical field of the room is built, especially, relate to a LOFT apartment shear wall template construction structures.
Background
The LOFT explanation on the Oxford dictionary is "Loft under roof, storing things". However, LOFT is used to represent small house type and high lifting frame, the area is 30-50 square meters, and the floor height is about 3.6-5.2 meters. With the rapid development of real estate markets in China, people are more and less and people are classified, the living ideas of people are changed, LOFT apartments are produced at the same time, the LOFT apartments bring new changes to the life style of urban people, and the LOFT apartments also become the direction and the pursuit targets of efforts of urban elite. The LOFT structural engineering is a construction problem which is difficult to solve by various building construction enterprises due to the high storey height, high safety management difficulty and difficulty in controlling construction progress and quality. In recent years, the LOFT apartment is gradually increased along with the rapid development of the real estate market, but a traditional template system is still adopted in the construction process or the optimization is only carried out on the template reinforcing mode, no further research is carried out, and the construction difficulty still exists. Related technical research on construction of LOFT structural engineering in China is still less, and template construction methods of LOFT structures in China all adopt large steel moulds combined with wood mould scattered support system, and because the LOFT structure is high, the large steel moulds are heavy in self weight, and the safety risk is large during hoisting; pouring is carried out for three times, the construction period is long, and the construction period is not easy to control; the bubbles of the steel template wall body are difficult to control, and the appearance quality of the surface of the wall body is influenced. Therefore, a construction structure of a formwork of a LOFT apartment shear wall is provided to solve the above problems.
SUMMERY OF THE UTILITY MODEL
The technical problem to be solved by the utility model is to provide a construction structure of the shear wall template of the LOFT apartment in order to overcome the defects in the prior art, and the construction structure has the advantages that the inner wall template and the outer wall template are assembled by using the standard plates, so that the construction period is shortened and the construction efficiency is improved compared with the construction of the traditional template system; meanwhile, the standard plate is used for carrying out layered construction pouring on the LOFT apartment, the construction quality of the wall body is easy to control, various index requirements of actual measurement can be met, and the construction requirements can be better met.
In order to solve the technical problem, the utility model discloses a technical scheme is: the utility model provides a LOFT apartment shear wall template construction structures which characterized in that: the supporting structure comprises shear wall templates which are vertically arranged on a concrete plate surface at four sides and sequentially connected end to end, and a supporting structure which is arranged between the shear wall templates and the concrete plate surface and is used for supporting the shear wall templates;
the shear wall template comprises an inner wall template and an outer wall template which are vertically arranged, and a wall connecting assembly which is arranged between the inner wall template and the outer wall template and is used for connecting the inner wall template and the outer wall template, wherein a wall forming cavity for pouring concrete is formed by the inner wall template and the outer wall template; the inner wall template and the outer wall template have the same structure, the inner wall template and the outer wall template respectively comprise a plurality of standard plates which are vertically arranged and are sequentially connected, and two adjacent standard plates are fixedly connected through fasteners;
the standard plate comprises a standard vertical plate vertically arranged on a concrete plate surface and a circumferential standard connecting assembly which is arranged on one side of the standard vertical plate far away from the wall body forming cavity and is distributed along the circumferential direction of the standard vertical plate;
the supporting structure comprises an inner side supporting mechanism arranged between the inner wall formwork and the concrete slab surface and a plurality of outer side supporting components arranged between the outer wall formwork and the concrete slab surface; the inner side supporting mechanism comprises a plurality of inner side inclined supporting assemblies and a plurality of groups of supporting steel wire ropes, the inner side inclined supporting assemblies and the supporting steel wire ropes are arranged between the inner wall formwork and the concrete slab surface, the outer side supporting assemblies and the inner side inclined supporting assemblies are identical in structure, and the number of the outer side supporting assemblies is equal to that of the inner side inclined supporting assemblies and corresponds to that of the inner side inclined supporting assemblies one to one.
Foretell LOFT apartment shear wall template construction structures, its characterized in that: the wall connecting assembly comprises a plurality of inner side back ridges horizontally arranged on the inner wall formwork, a plurality of outer side back ridges horizontally arranged on the outer wall formwork and a plurality of connecting rods horizontally arranged between the inner side back ridges and the outer side back ridges and used for connecting the inner side back ridges and the outer side back ridges, the inner side back ridges and the outer side back ridges are both arranged on the outer side of the wall forming cavity, and the number of the inner side back ridges is equal to that of the outer side back ridges and corresponds to that of the outer side back ridges one by one; one end of the connecting rod is fixed on the inner side back edge through a gasket, and the other end of the connecting rod is fixed on the inner side back edge through a gasket.
Foretell LOFT apartment shear wall template construction structures, its characterized in that: the circumferential standard connecting assembly comprises first connecting plates and second connecting plates, wherein the first connecting plates are oppositely arranged on the standard vertical plates, and the second connecting plates are oppositely arranged between the two first connecting plates.
Foretell LOFT apartment shear wall template construction structures, its characterized in that: the inner wall template and the outer wall template are both provided with adjusting plates, and the adjusting plates are fixedly connected with the standard plate through first connecting pieces; two adjacent adjusting plates are fixedly connected through a second connecting piece; the adjusting plate comprises an adjusting vertical plate and a circumferential adjusting and connecting assembly, the circumferential adjusting and connecting assembly is arranged on one side, far away from the wall forming cavity, of the adjusting vertical plate and is distributed along the circumferential direction of the adjusting vertical plate, and the circumferential adjusting and connecting assembly comprises a first adjusting plate and a second adjusting plate, the first adjusting plate is arranged on the adjusting vertical plate in a relative mode, and the second adjusting plate is arranged between the two first adjusting plates in a relative mode.
Foretell LOFT apartment shear wall template construction structures, its characterized in that: one end of the supporting steel wire rope is fixed on the inner side back edge, and the other end of the supporting steel wire rope is fixed on the concrete plate surface through a positioning pin.
Foretell LOFT apartment shear wall template construction structures, its characterized in that: the outside supporting component with the inboard bearing diagonal subassembly all includes that the slant supports and is in the standard plate with wall body bearing diagonal between the concrete face and horizontal support are in horizontal bracing piece between standard plate and the wall body bearing diagonal bottom.
Foretell LOFT apartment shear wall template construction structures, its characterized in that: the tip that the standard plate was kept away from to wall body bearing diagonal pole with the tip that the standard plate was kept away from to horizontal support bar passes through mount pad fixed connection, the upside at two adjacent standard plates matched with first connecting plate is fixed through first fixed subassembly to the tip that wall body bearing diagonal pole is close to the standard plate, the downside at two adjacent standard plates matched with first connecting plate is fixed through the second fixed subassembly to the tip that horizontal support bar is close to the standard plate.
Foretell LOFT apartment shear wall template construction structures, its characterized in that: the first fixing assembly comprises a first fixing frame arranged at the end part of the inclined support rod of the wall body and a first fixing piece arranged on the first fixing frame and used for fixing the positions of the two first fixing frames; the fixed subassembly of second is including setting up the fixed frame of second of horizontal bracing piece tip and setting are in just be used for fixing on the fixed frame of second the second mounting of the fixed frame position of second.
Compared with the prior art, the utility model has the following advantage:
1. the utility model utilizes the standard plate to assemble the inner wall template and the outer wall template, compared with the traditional template system construction, the construction period is shortened, and the construction efficiency is improved; meanwhile, the standard plate is used for carrying out layered construction pouring on the LOFT apartment, the construction quality of the wall body is easy to control, various index requirements of actual measurement can be met, and the construction requirements can be better met.
2. The utility model discloses in it is right through utilizing the standard plate interior wall template with the side fascia is assembled, constructor can carry out the fractional hoist and mount with assembling the shear wall template after accomplishing, can adjust the template according to overall structure on the one hand, on the other hand fractional hoist and mount can reduce the construction safety control degree of difficulty, improve construction safety factor, because of the construction safety problem that the template is great and hoist and mount safety risk causes greatly in having avoided traditional construction, the construction degree of difficulty has been simplified, construction cycle is shorter, the input cost is low and realize conveniently, the construction method strong operability, and the facilitate promotion is used.
To sum up, the utility model assembles the inner wall template and the outer wall template by using the standard plate, shortens the construction period and improves the construction efficiency compared with the construction of the traditional template system; meanwhile, the standard plate is used for carrying out layered construction pouring on the LOFT apartment, the construction quality of the wall body is easy to control, various index requirements of actual measurement can be met, and the construction requirements can be better met.
The technical solution of the present invention is further described in detail by the accompanying drawings and examples.
Drawings
Fig. 1 is a schematic structural diagram of the standard plate of the present invention.
Fig. 2 is a schematic structural diagram of the adjusting plate of the present invention.
Fig. 3 is a schematic structural view of the outer side supporting component and the inner side inclined supporting component of the present invention.
Fig. 4 is a usage state diagram of the present invention.
Description of reference numerals:
1-concrete slab surface; 2-standard plate; 2-1-a standard vertical plate;
2-2 — a first connection plate; 2-2-1-through hole; 2-2-2-fixed holes;
2-3-a second connecting plate; 2-3-1-mounting holes; 2-4-first support ribs;
3, a fastener; 4-inner back arris; 5-outside back arris;
6-connecting rod; 7, a gasket; 8, a wall body inclined supporting rod;
9-horizontal support bar; 10-a first fixed frame; 11 — a first fixing member;
12-a second fixing member; 13-mounting seat; 14-supporting the steel wire rope;
15-positioning pins; 16-an adjusting plate; 16-1-adjusting the vertical plate;
16-2 — a first adjustment plate; 16-2-1-first connection hole; 16-3-a second adjustment plate;
16-3-1-second connecting hole; 16-4 — a second support rib; 17-second fixed frame.
Detailed Description
As shown in fig. 1 to 4, the present invention includes a shear wall formwork vertically arranged on a concrete slab 1 at four sides and sequentially connected end to end, and a supporting structure arranged between the shear wall formwork and the concrete slab 1 and used for supporting the shear wall formwork;
the shear wall template comprises an inner wall template and an outer wall template which are vertically arranged, and a wall connecting assembly which is arranged between the inner wall template and the outer wall template and is used for connecting the inner wall template and the outer wall template, wherein a wall forming cavity for pouring concrete is formed by the inner wall template and the outer wall template; the inner wall template and the outer wall template have the same structure, the inner wall template and the outer wall template respectively comprise a plurality of standard plates 2 which are vertically arranged and sequentially connected, and two adjacent standard plates 2 are fixedly connected through fasteners 3;
the standard plate 2 comprises a standard vertical plate 2-1 vertically arranged on the concrete plate surface 1 and a circumferential standard connecting assembly which is arranged on one side of the standard vertical plate 2-1 far away from the wall body forming cavity and is distributed along the circumferential direction of the standard vertical plate 2-1;
the supporting structure comprises an inner side supporting mechanism arranged between the inner wall formwork and the concrete slab surface 1 and a plurality of outer side supporting components arranged between the outer wall formwork and the concrete slab surface 1; inboard supporting mechanism includes a plurality of inboard bearing diagonal subassemblies and multiunit support wire rope 14, inboard bearing diagonal subassembly and support wire rope 14 all set up between interior wall form and the concrete face 1, the outside supporting component with inboard bearing diagonal subassembly's structure is the same, the quantity of outside supporting component with the quantity of inboard bearing diagonal subassembly is equal and the one-to-one.
When the template is actually used, the standard plate 2 is used for splicing the inner wall template and the outer wall template, so that compared with the construction of a traditional template system, the construction period is shortened, and the construction efficiency is improved; meanwhile, the standard plate 2 is used for carrying out layered construction pouring on the LOFT apartment, the construction quality of the wall body is easy to control, various index requirements of actual measurement actual quantity can be met, and the construction requirements can be better met. In the construction process of the LOFT apartment, the standard plates 2 are assembled into a wall formwork below the LOFT interlayer and a wall formwork above the LOFT interlayer, the same process is adopted to assemble the LOFT interlayer beam and the LOFT top plate, and a formwork system is integrally adopted.
Wherein, it is right through utilizing standard plate 2 interior wall template with the side wall template is assembled, and constructor can carry out the fractional hoist and mount with assembling the shear wall template after accomplishing, can adjust the template according to overall structure on the one hand, and on the other hand fractional hoist and mount can reduce the construction safety control degree of difficulty, improves construction safety factor, has avoided in the traditional construction because of the template from the great construction safety problem that leads to the fact with hoist and mount safety risk greatly, has simplified the construction degree of difficulty, and construction cycle is shorter, and the input cost is low and realize conveniently, and the construction method strong operability, and facilitate promotion and application.
It should be noted that the positions of the doors and windows are reserved on the corresponding inner wall formwork and the corresponding outer wall formwork according to the design requirements. The shear wall templates are all made of standard aluminum templates, and the aluminum templates are made of aluminum profiles with the model number of 6061; the self weight of the selected aluminum mould is light, and the secondary structure can be partially optimized by the aluminum template optimization technology and constructed once along with the main structure, so that the construction cost is saved. When the LOFT apartment is constructed, the wall formwork below the LOFT interlayer and the LOFT interlayer beam formwork can be disassembled on the basis that the construction of the LOFT apartment is not influenced, the disassembled wall formwork below the LOFT interlayer and the LOFT interlayer beam formwork can be repeatedly used, the cost is saved, and the material waste during construction is reduced. The fastener 3 can be a bolt.
As shown in fig. 4, in this embodiment, the wall connecting assembly includes a plurality of inner back ridges 4 horizontally disposed on the inner wall formwork, a plurality of outer back ridges 5 horizontally disposed on the outer wall formwork, and a plurality of connecting rods 6 horizontally disposed between the inner back ridges 4 and the outer back ridges 5 for connecting the inner back ridges 4 and the outer back ridges 5, the inner back ridges 4 and the outer back ridges 5 are both disposed on the outer side of the wall forming cavity, and the number of the inner back ridges 4 is equal to the number of the outer back ridges 5, and the inner back ridges 4 and the outer back ridges 5 are in one-to-one correspondence; one end of the connecting rod 6 is fixed on the inner back edge 4 through a gasket 7, and the other end of the connecting rod 6 is fixed on the inner back edge 4 through the gasket 7.
When the external wall formwork is actually used, the inner back edges 4 and the outer back edges 5 are connected with the internal wall formwork and the external wall formwork into a whole through bolts, the number of the inner back edges 4 and the number of the outer back edges 5 are four, the inner back edges 4 and the outer back edges 5 are made of Q235, and the inner back edges 4 and the outer back edges 5 are rectangular steel pipes with the thickness of 60mm multiplied by 40mm multiplied by delta 2.5 mm; in four back ridges sequentially arranged from bottom to top in the construction of a lower layer of an LOFT apartment, the distance between the back ridge positioned at the lowest part and the concrete plate surface 1 is 0.2m, and the distances between two adjacent back ridges in the three back ridges left from bottom to top are 0.6m, 0.8m and 0.9m respectively; in four back ridges sequentially arranged from bottom to top in the construction of an upper layer of the LOFT apartment, the distance between the back ridge positioned at the lowest part and a lower wall body of the LOFT apartment is 0.75m, and the distances between two adjacent back ridges in the three back ridges left from bottom to top are 0.6m, 0.8m and 0.5m respectively. T25 taper bolt is selected for use to connecting rod 6, and in order to guarantee overall structure's stability, adjacent two interval between connecting rod 6 is not more than 800mm, connecting rod 6 chooses for use is to drawing the screw rod.
In the embodiment, as shown in fig. 1, the circumferential standard connection assembly includes a first connection plate 2-2 oppositely disposed on the standard vertical plate 2-1 and a second connection plate 2-3 oppositely disposed between the two first connection plates 2-2.
As shown in fig. 1, the first connecting plate 2-2 is arranged along the length direction of the standard vertical plate 2-1, and the second connecting plate 2-3 is arranged along the width direction of the standard vertical plate 2-1; the first connecting plate 2-2 is provided with a through hole 2-2-1 for mounting the fastener 3; the first connecting plate 2-2 is also provided with a fixing hole 2-2-2 for mounting a first fixing piece 11 and a second fixing piece 12; the second connecting plate 2-3 is provided with a mounting hole 2-3-1 for mounting the first connecting piece. A plurality of first supporting ribs 2-4 are arranged in the standard plate 2, and the plurality of first supporting ribs 2-4 are distributed along the width direction of the standard vertical plate 2-1.
As shown in fig. 2 and 4, in this embodiment, the inner wall formwork and the outer wall formwork are both provided with an adjusting plate 16, and the adjusting plate 16 is fixedly connected with the standard plate 2 through a first connecting member; two adjacent adjusting plates 16 are fixedly connected through a second connecting piece; the adjusting plate 16 comprises an adjusting vertical plate 16-1 and a circumferential adjusting and connecting assembly which is arranged on one side of the adjusting vertical plate 16-1 far away from the wall forming cavity and is distributed along the circumferential direction of the adjusting vertical plate 16-1, wherein the circumferential adjusting and connecting assembly comprises a first adjusting plate 16-2 which is oppositely arranged on the adjusting vertical plate 16-1 and a second adjusting plate 16-3 which is oppositely arranged between the two first adjusting plates 16-2.
As shown in fig. 2, the first adjusting plate 16-2 is arranged along the length direction of the adjusting vertical plate 16-1, and the second adjusting plate 16-3 is arranged along the width direction of the adjusting vertical plate 16-1; the first adjusting plate 16-2 is provided with a first connecting hole 16-2-1 for mounting the first connecting piece, and the second adjusting plate 16-3 is provided with a second connecting hole 16-3-1 for mounting the second connecting piece. The first connecting piece and the second connecting piece can be parts such as bolts. A plurality of second supporting ribs 16-4 are arranged in the adjusting plate 16, and the plurality of second supporting ribs 16-4 are distributed along the width direction of the adjusting vertical plate 16-1.
As shown in fig. 4, in this embodiment, one end of the supporting wire 14 is fixed to the inner back edge 4, and the other end of the supporting wire 14 is fixed to the concrete slab 1 through a positioning pin 15.
In practical use, the inner wall formwork is not easy to adjust the inner side inclined support assembly, so that the support steel wire rope 14 is additionally arranged to achieve the effect of adjusting the inner wall formwork. Support wire rope 14 chooses for use +10# wire rope, utilizes wall body bearing diagonal 8, horizontal support 9 and standard board 2 constitute triangle bracing structure, combine support wire rope 14 wholly realizes the straightness's that hangs down to the wall body regulation, plays one and draws an effect, has guaranteed the supporting role to the template structure.
As shown in fig. 3 and 4, in this embodiment, each of the outer side support assembly and the inner side diagonal support assembly includes a wall diagonal support bar 8 supported diagonally between the standard plate 2 and the concrete slab 1, and a horizontal support bar 9 supported horizontally between the standard plate 2 and the bottom of the wall diagonal support bar 8.
As shown in fig. 3, in this embodiment, the end of the wall inclined support bar 8 away from the standard board 2 is fixedly connected with the end of the horizontal support bar 9 away from the standard board 2 through a mounting seat 13, the end of the wall inclined support bar 8 close to the standard board 2 is fixed on the upper side of the first connecting board 2-2 matched with the two adjacent standard boards 2 through a first fixing assembly, and the end of the horizontal support bar 9 close to the standard board 2 is fixed on the lower side of the first connecting board 2-2 matched with the two adjacent standard boards 2 through a second fixing assembly.
In actual use, the connecting ends of the wall inclined supporting rods 8 and the horizontal supporting rods 9 are fixed on the concrete slab surface 1 through mounting seats 13; when the LOFT apartment building is carried out on a high-rise building, the outer side supporting component and the inner side inclined supporting component can be installed on full framing on two sides of the upper wall formwork of the LOFT interlayer.
As shown in fig. 3 and 4, in the present embodiment, the first fixing assembly includes a first fixing frame 10 disposed at an end of a wall inclined support bar 8 and a first fixing member 11 disposed on the first fixing frame 10 and used for fixing positions of the two first fixing frames 10; the fixed subassembly of second is including setting up the fixed frame 17 of second of horizontal support pole 9 tip and setting are in on the fixed frame 17 of second and be used for fixing the second mounting 12 of the fixed frame 17 position of second.
When the utility model is used, firstly, the measurement and the setting-out are carried out on the poured concrete structure plate surface 1, and the wall column reinforcing steel bars and the welding positioning steel bars are bound; then, assembling the inner wall template and the outer wall template by using the standard plate 2 according to the design size of a drawing, hoisting the assembled inner wall template and the assembled outer wall template to a wall paying-off position on the concrete structure plate surface 1 by using a tower crane, and erecting and fixing the inner wall template and the outer wall template through the supporting structure; then, installing sandwich beams and sandwich plate formworks and binding reinforcing steel bars, pouring concrete into the wall body, the sandwich beams and the plate forming cavity for the last time, and after the concrete meets the requirement of form removal strength, dismantling and hoisting the inner wall formworks, the outer wall formworks, the sandwich beams and the plate supporting structures to form the lower side wall body, the sandwich beams and the plate of the LOFT apartment; then erecting a full framing around the poured lower side wall body, laying boards for binding upper side wall column reinforcing steel bars and welding positioning ribs, installing a bracket and a hanging and binding template on the poured lower side wall body, then continuously hoisting the inner wall template and the outer wall template, and also utilizing the supporting structure to support and fix the upper inclined strut and the steel wire rope to be connected with the full framing; finally, pouring concrete into the wall forming cavity, and after the concrete is solidified, dismantling and hoisting the inner wall formwork, the outer wall formwork and the supporting structure to form an upper side wall body of the LOFT apartment; after the upper side wall body template is dismantled and hoisted, a structural beam and a plate template are erected and steel bars are bound, and then the structural beam and the plate concrete are poured; forming a whole layer of LOFT apartment construction; and the whole LOFT apartment construction is finished by analogy.
The above, only be the utility model discloses a preferred embodiment, it is not right the utility model discloses do any restriction, all according to the utility model discloses the technical entity all still belongs to any simple modification, change and the equivalent structure change of doing above embodiment the utility model discloses technical scheme's within the scope of protection.
Claims (8)
1. The utility model provides a LOFT apartment shear wall template construction structures which characterized in that: the supporting structure comprises shear wall templates which are vertically arranged on a concrete plate surface (1) at four sides and sequentially connected end to end, and a supporting structure which is arranged between the shear wall templates and the concrete plate surface (1) and is used for supporting the shear wall templates;
the shear wall template comprises an inner wall template and an outer wall template which are vertically arranged, and a wall connecting assembly which is arranged between the inner wall template and the outer wall template and is used for connecting the inner wall template and the outer wall template, wherein a wall forming cavity for pouring concrete is formed by the inner wall template and the outer wall template; the structure of the inner wall template is the same as that of the outer wall template, the inner wall template and the outer wall template respectively comprise a plurality of standard plates (2) which are vertically arranged and sequentially connected, and two adjacent standard plates (2) are fixedly connected through fasteners (3);
the standard plate (2) comprises a standard vertical plate (2-1) vertically arranged on the concrete plate surface (1) and a circumferential standard connecting assembly which is arranged on one side of the standard vertical plate (2-1) far away from the wall forming cavity and is distributed along the circumferential direction of the standard vertical plate (2-1);
the supporting structure comprises an inner side supporting mechanism arranged between the inner wall formwork and the concrete slab surface (1) and a plurality of outer side supporting components arranged between the outer wall formwork and the concrete slab surface (1); inboard supporting mechanism includes a plurality of inboard bearing diagonal subassemblies and multiunit support wire rope (14), inboard bearing diagonal subassembly and support wire rope (14) all set up between interior wall form and concrete face (1), the outside supporting component with inboard bearing diagonal subassembly's structure is all the same, the quantity of outside supporting component with the quantity of inboard bearing diagonal subassembly is equal and the one-to-one.
2. The LOFT apartment shear wall formwork construction structure of claim 1, characterized in that: the wall connecting assembly comprises a plurality of inner side back ridges (4) horizontally arranged on the inner wall formwork, a plurality of outer side back ridges (5) horizontally arranged on the outer wall formwork and a plurality of connecting rods (6) horizontally arranged between the inner side back ridges (4) and the outer side back ridges (5) and used for connecting the inner side back ridges (4) and the outer side back ridges (5), the inner side back ridges (4) and the outer side back ridges (5) are arranged on the outer side of the wall forming cavity, and the number of the inner side back ridges (4) is equal to that of the outer side back ridges (5) and corresponds to that of the outer side back ridges (5); one end of the connecting rod (6) is fixed on the inner side back edge (4) through a gasket (7), and the other end of the connecting rod (6) is fixed on the inner side back edge (4) through the gasket (7).
3. The LOFT apartment shear wall formwork construction structure of claim 1, characterized in that: the circumferential standard connecting assembly comprises first connecting plates (2-2) oppositely arranged on the standard vertical plates (2-1) and second connecting plates (2-3) oppositely arranged between the two first connecting plates (2-2).
4. The LOFT apartment shear wall formwork construction structure of claim 1, characterized in that: the inner wall formwork and the outer wall formwork are both provided with adjusting plates (16), and the adjusting plates (16) are fixedly connected with the standard plates (2) through first connecting pieces; two adjacent adjusting plates (16) are fixedly connected through a second connecting piece; the adjusting plate (16) comprises an adjusting vertical plate (16-1) and a circumferential adjusting and connecting assembly which is arranged on one side, far away from the wall forming cavity, of the adjusting vertical plate (16-1) and distributed along the circumferential direction of the adjusting vertical plate (16-1), wherein the circumferential adjusting and connecting assembly comprises a first adjusting plate (16-2) and a second adjusting plate (16-3), the first adjusting plate (16-2) is arranged on the adjusting vertical plate (16-1) in a relative mode, and the second adjusting plate (16-3) is arranged between the two first adjusting plates (16-2) in a relative mode.
5. The LOFT apartment shear wall formwork construction structure of claim 2, characterized in that: one end of the supporting steel wire rope (14) is fixed on the inner side back edge (4), and the other end of the supporting steel wire rope (14) is fixed on the concrete slab surface (1) through a positioning pin (15).
6. The LOFT apartment shear wall formwork construction structure of claim 1, characterized in that: the outside supporting component with the inboard bearing diagonal subassembly all includes that the slant supports standard slab (2) with wall body bearing diagonal (8) between concrete face (1) and horizontal support are in horizontal bracing piece (9) between standard slab (2) and wall body bearing diagonal (8) bottom.
7. The LOFT apartment shear wall formwork construction structure of claim 6, characterized in that: the utility model discloses a wall body inclined strut pole, including wall body inclined strut pole (8), horizontal bracing piece (9) and first connecting plate (2) of matched with, the tip of keeping away from standard board (2) of wall body inclined strut pole (8) with the tip of keeping away from standard board (2) of horizontal bracing piece (9) passes through mount pad (13) fixed connection, the upside of first connecting plate (2-2) of matched with in two adjacent standard boards (2) is fixed through first fixed subassembly to the tip that wall body inclined strut pole (8) are close to standard board (2), the downside of first connecting plate (2-2) of matched with in two adjacent standard boards (2) is fixed through the fixed subassembly of second to the tip that horizontal bracing piece (9) are close to standard board (2).
8. The LOFT apartment shear wall formwork construction structure of claim 7, characterized in that: the first fixing assembly comprises a first fixing frame (10) arranged at the end part of the wall inclined supporting rod (8) and a first fixing piece (11) arranged on the first fixing frame (10) and used for fixing the positions of the two first fixing frames (10); the fixed subassembly of second is including setting up the fixed frame of second (17) of horizontal support pole (9) tip is in with the setting just be used for fixing on the fixed frame of second (17) second mounting (12) of the fixed frame of second (17) position.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120239371.0U CN214574937U (en) | 2021-01-28 | 2021-01-28 | LOFT apartment shear wall template construction structures |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120239371.0U CN214574937U (en) | 2021-01-28 | 2021-01-28 | LOFT apartment shear wall template construction structures |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214574937U true CN214574937U (en) | 2021-11-02 |
Family
ID=78314527
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120239371.0U Active CN214574937U (en) | 2021-01-28 | 2021-01-28 | LOFT apartment shear wall template construction structures |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN214574937U (en) |
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2021
- 2021-01-28 CN CN202120239371.0U patent/CN214574937U/en active Active
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