CN215859034U

CN215859034U - Shear wall template mounting structure

Info

Publication number: CN215859034U
Application number: CN202120571406.0U
Authority: CN
Inventors: 梁昆; 余建华
Original assignee: Xi'an Chuyuan Construction Engineering Co ltd
Current assignee: Xi'an Chuyuan Construction Engineering Co ltd
Priority date: 2021-03-20
Filing date: 2021-03-20
Publication date: 2022-02-18
Anticipated expiration: 2031-03-20

Abstract

The application relates to the technical field of shear wall construction, in particular to a shear wall template mounting structure which comprises two side templates, a plurality of vertical ribs, two end templates and a fixing mechanism, wherein the two side templates are symmetrically arranged, the vertical ribs are fixedly arranged on the outer walls of the side templates, and the two end templates are arranged between the two side templates and are abutted to the side templates; fixed establishment includes a plurality of horizontal poles and multiunit fixed subassembly of opposite pulling, every group the fixed subassembly of opposite pulling includes opposite pulling mobile jib and two horizontal pole mountings, opposite pulling mobile jib sets up two between the side template, two the horizontal pole mounting sets up two the side template outside, just the horizontal pole mounting passes the side template with can dismantle the connection to pulling mobile jib both ends. This application has and improves the inconvenient effect of partial clearance of split screw exposure when case shear wall template in the front is demolishd.

Description

Shear wall template mounting structure

Technical Field

The application relates to the technical field of shear wall construction, in particular to a shear wall template mounting structure.

Background

In the building construction, when carrying out the shear force wall and pour, for guaranteeing the wall body quality, need build the shear force wall template in advance, inject the wall body appearance through the wall template, improve wall body strength through the wall body centre gripping simultaneously.

In the related art, chinese application No. 2016101733403 discloses a shear wall formwork support, which includes two side formworks arranged oppositely and an end face formwork located between the two side formworks, the end face formwork is perpendicular to the side formworks, a reinforcing component is mounted on the end face formwork, and a support component made of a metal material is mounted on the outer side of each side formwork; the shear wall formwork support further comprises a connecting assembly, the supporting assembly is fixed on the side formwork through the connecting assembly, and the reinforcing assembly is connected and fixed on the end face formwork through the connecting assembly.

The principle of the scheme is as follows: when the wall formwork is built, the two side plates are symmetrically arranged, the end face formwork is arranged between the two side plates and is reinforced through the reinforcing assembly, and then the two side face formworks are fixedly supported through the supporting assembly on the outer sides of the side face formwork.

However, in the above scheme, the formwork needs to be removed after the shear wall is poured, and when the support assembly is removed, the exposed parts of the split screws need to be sawed or broken one by workers when the part of the split screws exposed to the outside of the wall body is removed, so that the processing is inconvenient.

In view of the above-mentioned related art, the inventor believes that there is a defect that it is inconvenient to remove the exposed portion of the tension screw when the shear wall form is removed.

SUMMERY OF THE UTILITY MODEL

In order to improve the inconvenient defect of removing to the partial screw rod that exposes when case shear wall template before improving is demolishd, this application provides a shear wall template mounting structure.

The application provides a shear wall template mounting structure adopts following technical scheme:

a shear wall template mounting structure comprises two side templates, a plurality of vertical ridges, two end surface templates and a fixing mechanism, wherein the two side templates are symmetrically arranged, the vertical ridges are fixedly arranged on the outer walls of the side templates, and the two end surface templates are arranged between the two side templates and are abutted against the side templates; fixed establishment includes a plurality of horizontal poles and multiunit fixed subassembly of opposite pulling, every group the fixed subassembly of opposite pulling includes opposite pulling mobile jib and two horizontal pole mountings, opposite pulling mobile jib sets up two between the side template, two the horizontal pole mounting sets up two the side template outside, just the horizontal pole mounting passes the side template with can dismantle the connection to pulling mobile jib both ends.

Through adopting above-mentioned technical scheme, when carrying out the shear force wall template and setting up, at first set up both sides face template symmetry, both ends face template symmetry sets up between both sides face template, will erect stupefied fixed the setting on side template outer wall afterwards, the horizontal pole level set up in the side template outside and with erect stupefied contact, to drawing fixed subassembly and horizontal pole joint, and simultaneously with drawing the mobile jib can dismantle the connection to take-up both sides face template, accomplish setting up of shear force wall template. When the formwork is dismantled after pouring is finished, the transverse rod fixing piece and the split main rods are dismantled, and the split main rods are left in the poured shear wall, so that the defect that the exposed parts of the split screw rods are inconvenient to clear when the shear wall formwork is dismantled is improved to a certain extent.

Optionally, the cross bar fixing piece comprises a fixing cap and an auxiliary counter pull rod, and the fixing cap is slidably arranged on the auxiliary counter pull rod; and the auxiliary counter pull rod is in threaded connection with a fixing nut.

Through adopting above-mentioned technical scheme, when carrying out shear force wall form and setting up, the horizontal pole joint carries out the chucking through fixation nut in the locking nut afterwards to the realization is to the take-up of horizontal pole, and then realizes fixing to the side form board through the horizontal pole to erecting stupefied chucking.

Optionally, the auxiliary counter-pull rod is far away from one end of the fixing nut, a clamping joint is arranged at the two ends of the counter-pull main rod, a clamping groove with the shape identical to that of the clamping joint is formed in the two ends of the counter-pull main rod, and the auxiliary counter-pull rod and the counter-pull main rod are connected in a detachable mode through the clamping joint and the clamping groove.

Through adopting above-mentioned technical scheme, when carrying out the shear force wall template and setting up, it is fixed with the joint groove through the joint to fix the side template, when needs carry out the template dismantlement, with joint groove and joint separation, thereby avoid exposing when the template is dismantled to a certain extent to drawing the screw rod and clear away inconvenient defect.

Optionally, the clamping joint comprises a vertical block and a horizontal block, the horizontal block is fixedly connected with one end of the auxiliary counter pull rod, and the vertical block and the horizontal block are arranged in a crossed manner and fixedly connected; the joint groove is including seting up connect the slot hole to the mobile jib tip, be provided with the rotation chamber in the mobile jib of pulling, it is located to rotate the chamber connect slot hole one side and with connect the slot hole intercommunication.

Through adopting above-mentioned technical scheme, when the shear force wall template was set up, perpendicular piece passed the slotted hole and to rotating the intracavity, will assist afterwards to rotate certain angle with the pull rod can with supplementary pull rod with to drawing mobile jib joint, when needs carried out the template and dismantle, rotate supplementary pull rod and can with supplementary pull rod with to drawing the mobile jib separation to avoid exposing the inconvenient defect of partial pair drawing screw rod dismantlement.

Optionally, a stop block is fixedly arranged on the side wall of the rotating cavity.

Through adopting above-mentioned technical scheme, after supplementary diagonal rod rotated certain angle and diagonal rod mobile jib joint, the dog blockked supplementary diagonal rod and continues the motion to be convenient for fixation nut is to supplementary fixed to the diagonal rod.

Optionally, the cross rod is horizontally arranged on the outer side of the side formwork, and the fixing cap is clamped with the cross rod.

Through adopting above-mentioned technical scheme, thereby locking cap and horizontal pole joint are taut to the horizontal pole, and the horizontal pole is stupefied through erecting and is taut to both sides template to the realization is to the fixed of shear force wall template.

Optionally, a reinforcing block is fixedly arranged at the joint of the clamping joint and the auxiliary counter pull rod.

Through adopting above-mentioned technical scheme, through setting up the boss, increase the joint of joint and supplementary intensity to the pull rod junction to avoid intensity to hang up to a certain extent to hang down influence template excessively.

Optionally, a reinforcing shaft sleeve is fixedly arranged at the end part of the opposite-pulling main rod.

Through adopting above-mentioned technical scheme, consolidate the axle sleeve and fix the main pole tip of drawing to strengthen main pole tip intensity of drawing.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the split main rods are detachably connected with the cross rod fixing pieces, so that the split main rods are separated from the cross rod fixing pieces when the template is dismounted, and the defect that the exposed parts of the split screw rods are inconvenient to clean is overcome;

2. through consolidating with the mobile jib tip of drawing in joint department to avoid intensity to hang down to lead to the template to set up firmly inadequately to a certain extent.

Drawings

FIG. 1 is a schematic diagram of a shear wall form structure according to an embodiment of the present disclosure;

FIG. 2 is a schematic structural diagram of a shear wall form fixing mechanism according to an embodiment of the present application;

FIG. 3 is a schematic structural view of an auxiliary counter-pull rod part of a shear wall template according to an embodiment of the application;

fig. 4 is a perspective sectional view of a pair of pull rod parts of a shear wall formwork according to an embodiment of the application.

Description of reference numerals: 1. a side template; 2. vertical corrugation; 3. an end face template; 31. an end panel; 32. an edge fixing block; 4. a fixing mechanism; 41. a cross bar; 42. a counter-pulling fixing component; 421. oppositely pulling the main rod; 422. a cross bar mount; 4221. a fixing cap; 4222. auxiliary counter pull rods; 4223. fixing a nut; 423. a clamping groove; 4231. a slotted hole is formed; 4232. a rotation chamber; 4233. a stopper; 424. a clamping head; 4241. a vertical block; 4242. a horizontal block; 425. a reinforcing block; 426. and reinforcing the shaft sleeve.

Detailed Description

The present application is described in further detail below with reference to figures 1-4.

The embodiment of the application discloses shear wall template mounting structure. Referring to fig. 1, the shear wall formwork mounting structure comprises two side face formworks 1, a plurality of vertical ridges 2, two end face formworks 3 and a fixing mechanism 4, wherein the two side face formworks 1 are symmetrically arranged, the vertical ridges 2 are vertically fixed on the outer wall of the side face formwork 1, the two end face formworks 3 are fixedly arranged between the two side face formworks 1, and the fixing mechanism 4 is arranged on the side face formwork 1 and used for fixing the side face formwork 1.

When the shear wall template is erected, firstly, the two side templates 1 are symmetrically arranged, the distance between the two side templates 1 is the thickness of the shear wall, the distance is 400mm in the embodiment, and the side templates 1 are 15mm thick multilayer boards. The two end face templates 3 are symmetrically and fixedly arranged between the two side face templates 1, the vertical ribs 2 are vertically fixed on the outer walls of the side face templates 1 at equal intervals, then the side face templates 1 are fixed through the fixing mechanisms 4 to prevent deformation, the shear wall templates are erected at the moment, and then pouring can be carried out.

Specifically, end face template 3 includes end face plate 31 and two edge fixed blocks 32, refer to fig. 1, end face plate 31 plane perpendicular to side template 1 plane of place, edge fixed block 32 sets up the one side that deviates from each other at both ends panel 31, edge fixed block 32 is fixed to be set up in end face plate 31 and side template 1 junction, edge fixed block 32 is fixed with end face plate 31 through white latex, and adjacent lateral wall is laminated with side template 1, edge fixed block 32 passes through the bolt and is fixed with side template 1.

Further, erect stupefied 2 vertical setting and fix on side template 1 outer wall through the white latex is pasted, in this embodiment, erect stupefied 2 and set up to 40 x 60 mm's rectangle square timber.

After the side face template 1 and the end face template 3 are fixed, fixing mechanisms 4 are required to be used for fixing, referring to fig. 2 and fig. 3, the fixing mechanisms 4 comprise cross rods 41 and oppositely-pulling fixing assemblies 42, the oppositely-pulling fixing assemblies 42 comprise oppositely-pulling main rods 421 and two cross rod fixing pieces 422, the cross rod fixing pieces 422 comprise fixing caps 4221 and auxiliary oppositely-pulling rods 4222, one end of each auxiliary oppositely-pulling rod 4222 is in threaded connection with a fixing nut 4223, the other end of each auxiliary oppositely-pulling rod 4222 is fixedly provided with a clamping joint 424, the clamping joint 424 comprises vertical blocks 4241 and horizontal blocks 4242, the horizontal blocks 4242 are welded and fixed with one ends of the auxiliary oppositely-pulling rods 4222, and the vertical blocks 4241 are perpendicular to the horizontal blocks 4242 and are welded and fixed. The fixing cap 4221 is slidably disposed on the auxiliary counter-pull rod 4222 and located between the fixing nut 4223 and the clamping joint 424, and in this embodiment, the fixing cap 4221 is a mountain-shaped cap.

Further, the opposite-pulling main rod 421 is fixedly provided with clamping grooves 423 at both ends, referring to fig. 4, the clamping grooves 423 include a receiving groove hole 4231 provided on an end surface of the opposite-pulling main rod 421, a rotating cavity 4232 is provided in the opposite-pulling main rod 421, the rotating cavity 4232 is located at one side of the receiving groove hole 423 and is communicated with the receiving groove hole 4231, a stopper 4233 is fixedly welded in the rotating cavity 4232, and the length of the opposite-pulling main rod 421 is the same as the thickness of the shear wall.

After the side formwork 1 and the end formwork 3 are erected, every two crossbars 41 are horizontally arranged in a group, a crossbar fixing piece 422 is arranged between the two crossbars 41, a fixing cap 4221 is used for fixing the two crossbars 41, a main opposite pull rod 421 is horizontally arranged between the two side formworks 1, an auxiliary opposite pull rod 4222 penetrates through the side formwork 1, a clamping joint 424 penetrates through a connecting slot 4231 and enters a rotating cavity 4232, then the auxiliary opposite pull rod 4222 is rotated to enable a vertical block 4241 to be abutted against a stop block 4233, so that the auxiliary opposite pull rod 4222 is clamped with the main opposite pull rod 421, after the auxiliary opposite pull rod 4222 and the main opposite pull rod 421 are abutted, a fixing nut 4223 is screwed to fasten the fixing cap 4221, so that the crossbars 41 are fixed through the fixing cap 4221, and after the crossbars 41 are stressed, the formworks 1 are fixed through two vertical edges 2, so that the erection of the shear wall formwork is completed.

When the formwork needs to be dismantled after pouring is completed, the fixing nuts 4223 are loosened to take down the cross rods 41, the auxiliary counter pull rods 4222 can be separated from the counter pull main rods 421 by rotating the auxiliary counter pull rods 4222, then the auxiliary counter pull rods 4222 are taken down, the counter pull main rods 421 with the same length as the thickness of the wall body are left in the wall body, and therefore the defect that inconvenient removal of the counter pull screw rods of the part exposed out of the wall body when the shear wall formwork is dismantled is avoided to a certain extent.

Referring to fig. 3 and 4, a reinforcing block 425 is welded and fixed at the joint of the clamp joint 424 and the auxiliary counter pull rod 4222, and a reinforcing sleeve 426 is welded and fixed at the end of the counter pull rod 421. The joint of the main tie rod 421 and the auxiliary tie rod 4222 is reinforced by the reinforcing shaft sleeve 426 and the reinforcing block 425, so that the phenomenon that the shear wall formwork is not fixed stably enough due to too low strength is avoided to a certain extent.

The implementation principle of the shear wall template mounting structure provided by the embodiment of the application is as follows: when the shear wall template is erected, firstly, the two side templates 1 are symmetrically arranged, the two end templates 3 are symmetrically and fixedly arranged between the two side templates 1, the vertical edge 2 is vertically and fixedly arranged on the outer wall of the side template 1, then every two transverse rods 41 are horizontally arranged in a group, the opposite pull main rod 421 is arranged between the two side templates 1, one end of the transverse rod fixing piece 422 fixes the transverse rod 41, the other end of the transverse rod fixing piece penetrates through the side template 1 and is detachably connected with the opposite pull main rod 421 through the clamping joint 424 and the clamping groove 423, meanwhile, the joint of the auxiliary opposite pull rod 4222 and the opposite pull main rod 421 is reinforced through the reinforcing block 425 and the reinforcing shaft sleeve 426, and therefore the shear wall template is fixed through the opposite pull fixing component 42.

When the shear wall formwork needs to be dismantled, the auxiliary counter pull rod 4222 is rotated to separate the auxiliary counter pull rod 4222 from the counter pull main rod 421, the counter pull main rod 421 with the length equal to the thickness of the wall body is left in the wall body, and the rest parts are dismantled, so that the defect that the counter pull screw exposed out of the wall body is inconvenient to dismantle when the shear wall formwork is dismantled is avoided to a certain extent.

The above embodiments are preferred embodiments of the present application, and the protection scope of the present application is not limited by the above embodiments, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. A shear wall template mounting structure comprises two side templates (1), a plurality of vertical ridges (2) and two end surface templates (3), wherein the two side templates (1) are symmetrically arranged, the vertical ridges (2) are fixedly arranged on the outer wall of the side templates (1), and the two end surface templates (3) are arranged between the two side templates (1) and are abutted against the side templates (1); the method is characterized in that: still include fixed establishment (4), fixed establishment (4) include a plurality of horizontal poles (41) and multiunit to drawing fixed subassembly (42), every group to drawing fixed subassembly (42) including to drawing mobile jib (421) and two horizontal pole mounting (422), to drawing mobile jib (421) set up two between side template (1), two horizontal pole mounting (422) set up two side template (1) outside, just horizontal pole mounting (422) pass side template (1) with can dismantle the connection to drawing mobile jib (421) both ends.

2. The shear wall formwork mounting structure of claim 1, wherein: the cross bar fixing piece (422) comprises a fixing cap (4221) and an auxiliary counter pull rod (4222), and the fixing cap (4221) is arranged on the auxiliary counter pull rod (4222) in a sliding mode; and the auxiliary counter pull rod (4222) is in threaded connection with a fixing nut (4223).

3. A shear wall form mounting arrangement according to claim 2, wherein: supplementary to pull rod (4222) keep away from the one end of fixation nut (4223) is provided with joint (424), to draw mobile jib (421) both ends seted up the appearance with joint groove (423) that joint (424) are unanimous, supplementary to pull rod (4222) with to draw mobile jib (421) pass through joint (424) with joint groove (423) can dismantle the connection.

4. A shear wall form mounting arrangement according to claim 3, wherein: the clamping joint (424) comprises a vertical block (4241) and a horizontal block (4242), the horizontal block (4242) is fixedly connected with one end of the auxiliary counter pull rod (4222), and the vertical block (4241) and the horizontal block (4242) are arranged in a crossed mode and fixedly connected; the clamping groove (423) comprises a joint groove hole (4231) formed in the end part of the opposite-pulling main rod (421), a rotating cavity (4232) is formed in the opposite-pulling main rod (421), and the rotating cavity (4232) is located on one side of the joint groove hole (4231) and communicated with the joint groove hole (4231).

5. The shear wall formwork mounting structure of claim 4, wherein: a stop dog (4233) is fixedly arranged on the side wall of the rotating cavity (4232).

6. A shear wall form mounting arrangement according to claim 2, wherein: the transverse rod (41) is horizontally arranged on the outer side of the side formwork (1), and the fixing cap (4221) is clamped with the transverse rod (41).

7. A shear wall form mounting arrangement according to claim 3, wherein: and a reinforcing block (425) is fixedly arranged at the joint of the clamping joint (424) and the auxiliary counter pull rod (4222).

8. The shear wall formwork mounting structure of claim 1, wherein: the end part of the opposite pull main rod (421) is fixedly provided with a reinforcing shaft sleeve (426).