CN220868805U - Shear wall template fixing rib beam - Google Patents

Abstract

The application relates to a shear wall template fixing rib beam which comprises a fixing beam frame used for pressing a constructional column template, wherein the fixing beam frame comprises at least one group of clamping frames, movable frames with the same number as that of the clamping frames and positioning seats, the movable frames are in sliding connection with the positioning seats, two movable groups of clamping parts are formed on the clamping frames, and the movable frames are movably connected with the adjacent clamping frames, so that the two groups of clamping parts in the movable frame drive the clamping frames to clamp and fix the constructional column template. The shear wall constructional column is matched with the constructional column templates through the two groups of clamping parts in the clamping frame, so that the constructional column templates can be stably clamped by the clamping frame when the shear wall constructional column is poured, the bulge deformation and cracking of the constructional column templates are reduced, and the offset movement of the constructional column templates can be reduced.

Description

Shear wall template fixing rib beam

Technical Field

The application relates to the technical field of building template fastening, in particular to a shear wall template fixing rib beam.

Background

The shear wall structure is a common anti-seismic structure, has good anti-seismic performance and rigidity, and is suitable for structural design of buildings such as high-rise buildings, bridges, underground engineering and the like. The shear wall is a thin rib plate structure, which is composed of concrete, bricks, steel bars and other materials and is used for bearing the horizontal load of a building. However, in the shear wall structure, the wall body cannot bear all vertical loads due to the limitation of the height and the length of the wall body, so that constructional columns are sometimes required to be arranged to bear part of the vertical loads.

The concrete pouring is to pour concrete into a mould until the process of plasticizing, materials such as concrete and the like are manufactured into a preset shape in the mould in civil construction engineering, a splice plate for a building needs to be constructed in the pouring process, and the concrete pouring template usually adopts a wood, bamboo plywood splice plate and a metal splice plate with the surfaces coated with adhesive film paper, so that the damage to the concrete when the pouring splice plate is removed after the concrete is solidified can be effectively reduced. However, when concrete is poured, a large impact force exists, and the traditional fixed pouring template reinforcing mode can cause a die expansion phenomenon.

The Chinese patent with the publication number of CN218176656U in the related art provides a concrete pouring template reinforcing device, and a plurality of telescopic links on the adjusting fixed disk are used for adjusting a plurality of corner fixing pieces to a certain position, so that the adjusting mode is simple, the splicing is carried out through the plurality of corner fixing pieces, the splicing mode is simpler, and a plurality of spliced plates after the splicing in the plurality of corner fixing pieces are respectively fixed through a plurality of fixing bolts.

The related art in the above has the following drawbacks: the concrete pouring formwork reinforcing device can be suitable for reinforcing the pouring formwork with the rectangular section, but is not suitable for fixing the column-shaped constructional column formwork.

Disclosure of utility model

In order to solve the problem that the conventional concrete pouring formwork reinforcing device is inconvenient to fix and reinforce a columnar constructional column formwork in an auxiliary manner and reduce the bulging deformation or offset movement of the formwork during pouring of the constructional column, the application provides a shear wall formwork fixing rib beam.

The application provides a shear wall template fixing rib beam, which adopts the following technical scheme:

The utility model provides a fixed muscle roof beam of shear force wall template, includes the fixed beam frame that is used for compressing tightly the constructional column template, the fixed beam frame includes at least a set of clamping frame, with clamping frame number equal movable frame and positioning seat, sliding connection between movable frame and the positioning seat, clamping frame is formed with mobilizable two sets of clamping parts, movable frame and adjacent swing joint between the clamping frame for two sets of clamping parts in the movable frame drive clamping frame press from both sides constructional column template and fix.

Still further, the clamping frame includes two sets of clamping plates of perpendicular distribution, and the equal fixedly connected with symmetry of both ends of every clamping plate of group presss from both sides the clamping piece, constitutes a set of clamping part that belongs to fixed beam frame between every clamping plate of group and the two sets of clamping pieces that are connected, one side fixedly connected with handle frame of clamping plate dorsad constructional column template, the one end middle part fixedly connected with and the movable rod of movable frame swing joint of one end middle part of keeping away from the clamping plate of handle frame, a set of two sets of clamping pieces middle parts that are connected on the clamping plate all are formed with dodge the groove, just dodge the groove and the adjacent clamping piece that is connected on another clamping plate of group cooperatees.

Still further, the movable frame includes the translation section, the equal fixedly connected with of translation section pushes away the section to one side, and two sets of oblique slope that push away the section symmetry distributes, every group all seted up a set of push away the groove on the clamp block, push away the groove and pass by adjacent movable rod, push away the width of groove and the diameter looks adaptation of movable rod, the length of pushing away the groove is greater than the diameter of movable rod, is formed with the constant head tank on the translation section, the constant head tank is passed by the positioning seat and sliding connection with it.

Still further, the positioning seat includes the pedestal, fixedly connected with quantity and the positioning seat that the movable frame quantity equals on the pedestal, the positioning seat passes the constant head tank and with sliding connection, the middle part of positioning seat is provided with a set of fixing bolt, fixing bolt and pedestal threaded connection, and fixing bolt are located the inboard one end of positioning seat towards the center of translation section, and the positioning seat still includes the spacing frame that quantity equals with the handle frame quantity, the middle part space that the handle frame slided adjacent spacing frame.

In summary, the beneficial technical effects of the application are as follows: through the cooperation use of two sets of clamping parts and constructional column template in the clamping frame for the shear force wall constructional column is pouring, can utilize the comparatively stable tight constructional column template of clamp frame, reduces the bulge deformation and the fracture of constructional column template, can reduce the skew removal of constructional column template simultaneously, sets up through the cooperation of movable frame and positioning seat and clamp frame, makes the clamping frame convenient regulation position and fix when using, in addition, conveniently removes from the side of constructional column template after the clamping frame finishes using, thereby conveniently follow-up taking out constructional column template.

Drawings

FIG. 1 is a schematic view of a shear wall form retaining rib beam mated with a constructional column form in accordance with an embodiment of the present application.

FIG. 2 is a schematic structural view of a shear wall form retaining spar in accordance with an embodiment of the present application.

Fig. 3 is a schematic structural view of a clamping frame according to an embodiment of the present application.

FIG. 4 is a schematic view of a structure of a movable frame according to an embodiment of the present application;

fig. 5 is a schematic structural view of a positioning seat according to an embodiment of the application.

Reference numerals: 10. fixing the beam frame; 11. a clamping frame; 111. a clamping plate; 112. a clamping block; 1120. an avoidance groove; 113. a handle frame; 114. a movable rod; 12. a movable frame; 121. a translation section; 122. a diagonal pushing section; 123. pushing grooves; 124. a positioning groove; 13. a positioning seat; 131. a pedestal; 132. setting; 133. a fixing bolt; 134. a limit frame; 20. and constructing a column template.

Detailed Description

The following description of the embodiments of the present application will be made apparent and fully in view of the accompanying drawings, in which some, but not all embodiments of the application are shown. All other embodiments, which can be made by those skilled in the art based on the embodiments of the application without making any inventive effort, are intended to be within the scope of the application.

The embodiment of the application discloses a shear wall template fixing rib beam. Referring to fig. 1 to 5, the shear wall formwork fixing bar includes a fixing beam frame 10 for pressing a constructional column formwork 20, the fixing beam frame 10 including at least one group of clamping frames 11, movable frames 12 equal in number to the clamping frames 11, and positioning seats 13. Wherein the clamping frame 11 is formed with two movable sets of clamping parts so that it can be used for clamping and fixing the constructional column template 20. The movable frame 12 is in sliding connection with the positioning seat 13, and the movable frame 12 is in movable connection with the adjacent clamping frame 11, so that the movable frame 12 can drive two groups of clamping parts in the clamping frame 11 to move to clamp and fix the constructional column template 20.

Referring to fig. 3, the clamping frame 11 includes two sets of vertically distributed clamping plates 111, two ends of each set of clamping plates 111 are fixedly connected with symmetrical clamping blocks 112, opposite sides of the two sets of clamping blocks 112 are inclined planes, and a set of clamping parts belonging to the fixed beam frame 10 is formed between each set of clamping plates 111 and the two sets of clamping blocks 112 connected with each other for auxiliary fixing of the constructional column template 20. The handle frame 113 is fixedly connected to one side of the clamping plate 111, which is away from the constructional column template 20, the middle part of one end of the handle frame 113, which is far away from the clamping plate 111, is fixedly connected with the movable rod 114, and the movable rod 114 is movably connected with the movable frame 12, so that the movable frame 12 pushes the movable rod and adjusts the position of the corresponding clamping plate 111.

In this embodiment, avoidance grooves 1120 are formed in the middle parts of two groups of clamping blocks 112 connected to one group of clamping plates 111, and the avoidance grooves 1120 are matched with adjacent clamping blocks 112 connected to the other group of clamping plates 111, so that when the two groups of clamping parts are pushed to move towards the constructional column template 20, the corresponding clamping blocks 112 can pass through the avoidance grooves 1120, and movement interference is avoided.

Referring to fig. 4, the movable frame 12 includes a translation section 121 and two sets of oblique pushing sections 122. The two groups of inclined pushing sections 122 are symmetrically and obliquely distributed, and the two groups of inclined pushing sections 122 are respectively and fixedly connected to two ends of the translation section 121. Each group of clamping blocks 112 is provided with a group of pushing grooves 123, the pushing grooves 123 are penetrated by adjacent movable rods 114, the width of each pushing groove 123 is matched with the diameter of each movable rod 114, and the length of each pushing groove 123 is larger than the diameter of each movable rod 114, so that when the movable frame 12 moves in a translational manner, the corresponding movable rods 114 can be forced to push by the inner walls of the pushing grooves 123, and when the movable frame 12 moves, two groups of clamping parts in the clamping frame 11 are driven to move obliquely to be close to or far away from the constructional column template 20. The translation section 121 is formed with a positioning slot 124, and the positioning slot 124 is penetrated by the positioning seat 13 and is slidably connected with the positioning seat, so that the translation section 121 can keep stable translation movement.

Referring to fig. 5, the positioning seat 13 includes a base 131, and a number of fixing seats 132 equal to the number of the movable frames 12 are fixedly connected to the base 131, and the fixing seats 132 pass through the positioning slots 124 and are slidably connected with the positioning slots, so that the moving direction and distance of the translation section 121 are limited by the fixing seats 132. The middle part of the fixed seat 132 is provided with a set of fixing bolts 133, the fixing bolts 133 are in threaded connection with the pedestal 131, and one end of the fixing bolts 133 located on the inner side of the fixed seat 132 faces the center of the translation section 121, so that when the rotary fixing bolts 133 move towards the translation section 121, the fixing bolts 133 can push the translation section 121 to move until the two sets of clamping parts in the clamping frame 11 clamp the constructional column template 20. The pedestal 131 is fixedly connected with limiting frames 134, the number of which is equal to that of the handle frames 113, and the handle frames 113 slide through the middle gaps of the adjacent limiting frames 134, so that the limiting frames 134 can limit and guide the movement of the corresponding clamping parts.

In casting the constructional column, the constructional column template 20 is placed at a desired position for use, and then the fixing beam frame 10 is placed at one side of the constructional column template 20. At this time, the fixing bolt 133 in the positioning seat 13 may be rotated such that the fixing bolt 133 is screwed into movement toward the movable frame 12 and such that the movable frame 12 is pushed to move. When the movable frame 12 moves, the two groups of pushing grooves 123 can be used for respectively pushing the two groups of movable rods 114 in the clamping frame 11, so that the two groups of clamping parts in the clamping frame 11 move obliquely, and the two groups of clamping parts clamp the two groups of clamping parts outside the constructional column template 20.

The above embodiments are not intended to limit the scope of the present application, so: all equivalent changes in structure, shape and principle of the application should be covered in the scope of protection of the application.

Claims (8)

1. The utility model provides a fixed muscle roof beam of shear force wall template, includes fixed beam frame (10) that are used for compressing tightly constructional column template (20), its characterized in that, fixed beam frame (10) include at least a set of clamping frame (11), with clamping frame (11) movable frame (12) and positioning seat (13) that quantity equals, sliding connection between movable frame (12) and positioning seat (13), clamping frame (11) are formed with mobilizable two sets of clamping parts, movable frame (12) and adjacent swing joint between clamping frame (11) for two sets of clamping parts in movable frame (12) drive clamping frame (11) press from both sides constructional column template (20) clamp and fix.

2. The shear wall formwork fixing rib beam according to claim 1, wherein the clamping frame (11) comprises two groups of vertically distributed clamping plates (111), two ends of each group of clamping plates (111) are fixedly connected with symmetrical clamping blocks (112), a group of clamping parts belonging to the fixing beam frame (10) is formed between each group of clamping plates (111) and the two groups of clamping blocks (112) connected with each other, a handle frame (113) is fixedly connected to one side, facing away from the constructional column formwork (20), of each clamping plate (111), and a movable rod (114) movably connected with the movable frame (12) is fixedly connected to the middle part of one end, far away from the clamping plate (111), of each handle frame (113).

3. The shear wall formwork fixing rib beam according to claim 2, wherein avoidance grooves (1120) are formed in the middle of two groups of clamping blocks (112) connected to one group of clamping plates (111), and the avoidance grooves (1120) are matched with adjacent clamping blocks (112) connected to the other group of clamping plates (111).

4. A shear wall formwork fixing rib beam according to claim 3, wherein the movable frame (12) comprises a translation section (121), two ends of the translation section (121) are fixedly connected with inclined pushing sections (122), two groups of inclined pushing sections (122) are symmetrically distributed in an inclined mode, a group of pushing grooves (123) are formed in each group of clamping blocks (112), and the pushing grooves (123) are penetrated by adjacent movable rods (114).

5. The shear wall form fixing rib beam according to claim 4, wherein the width of the pushing groove (123) is adapted to the diameter of the movable rod (114), and the length of the pushing groove (123) is larger than the diameter of the movable rod (114).

6. A shear wall formwork fixing rib according to claim 5, wherein the translation section (121) is formed with a positioning groove (124), and the positioning groove (124) is penetrated by and slidingly connected with the positioning seat (13).

7. The shear wall formwork fixing rib beam according to claim 6, wherein the positioning seat (13) comprises a pedestal (131), a fixed seat (132) with the same number as the movable frames (12) is fixedly connected to the pedestal (131), the fixed seat (132) penetrates through the positioning groove (124) and is in sliding connection with the positioning groove, a set of fixing bolts (133) are arranged in the middle of the fixed seat (132), the fixing bolts (133) are in threaded connection with the pedestal (131), and one end of the fixing bolts (133) located on the inner side of the fixed seat (132) faces the center of the translation section (121).

8. A shear wall form fixing bar according to claim 7, wherein the positioning seat (13) further comprises a number of limit frames (134) equal to the number of the handle frames (113), and the handle frames (113) slide through the middle gaps of the adjacent limit frames (134).