CN216516901U - Diagonal lock for main keel of shear wall template - Google Patents

Abstract

The utility model relates to the field of buildings, in particular to a diagonal lock for a main keel of a shear wall template, which comprises support members, mounting members, connecting members and locking members, wherein the support members are arranged into support main ridges, the support main ridges are provided with two groups, the two groups of support main ridges are respectively arranged on two side surfaces of a corner of the shear wall template, the mounting members are provided with two groups, the two groups of mounting members are respectively detachably connected to the support main ridges, the two groups of mounting members are respectively provided with mounting holes, and the connecting members can penetrate through one group of mounting holes which are vertically flush with an adjusting groove of the mounting members to realize detachable connection; two sets of support pieces are locked through connecting holes formed in the locking pieces in a penetrating mode in the two sets of mounting pieces.

Description

Diagonal lock for main keel of shear wall template

Technical Field

The application relates to the field of buildings, in particular to a diagonal lock for a main keel of a shear wall template.

Background

At present, with the rapid development of our country, the urbanization process is accelerated, the building industry is developed vigorously, and in the building construction process, the construction quality of the shear wall is improved by adopting the wooden template wall column for shaping. During the shaping of the shear wall template, a reinforcing structure is often arranged at the external corner of the wooden template in order to ensure that the wooden templates on two sides of the external corner reduce the condition of mold explosion.

Wherein, reinforced structure includes the support owner stupefied and the retaining member of plank sheathing relatively fixed, supports main stupefied and establishes to two sets of, and supports main stupefied and be rectangular form, supports main stupefied both ends and is provided with the welding angle head, the overhead inclined plane that is equipped with in angle, is equipped with the through-hole in the inclined plane department, and the retaining member passes through two sets of adjacent support owner stupefied in through-hole locking corner.

Aiming at the related technology, because the welding angle heads at the two ends of the supporting main edge are fixed in position, and in the installation process, because the specifications of various types of shear wall templates are different, the lengths of the two side surfaces of the corner of the shear wall template are also different, therefore, the lengths of the required supporting main edges are also different, the welding angle heads on the two groups of supporting main edges are easy to damage in the reinforcing process, the supporting main edge needs to be disassembled after damage, and when the supporting main edge is disassembled, the supporting capacity of the supporting system of the shear wall is insufficient, so that the condition of mold explosion is easy to occur.

SUMMERY OF THE UTILITY MODEL

In order to solve the problem that the reinforcing section bar of shear wall template is difficult to change after damaging, this application provides a shear wall template main joist diagonal lock.

The application provides a pair of shear wall template main joist diagonal angle tool to lock adopts following technical scheme:

a main keel diagonal lock of a shear wall template comprises two groups of supporting pieces, mounting pieces, connecting pieces and locking pieces, wherein the two groups of supporting pieces are arranged on two sides of a corner of the shear wall template, the two groups of supporting pieces are tightly attached to the shear wall template, the supporting pieces are provided with a plurality of adjusting grooves along the length direction of a wall body of the shear wall template, and the adjusting grooves can be penetrated by the connecting pieces; the mounting pieces are arranged in two groups, the two groups of mounting pieces are respectively detachably connected to the two groups of supporting pieces, mounting holes are formed in the mounting pieces, and the mounting holes are vertically flush with the adjusting grooves; the connecting piece penetrates through the vertical and level adjusting groove and the mounting hole; be equipped with the connecting hole on the installed part, the retaining member wears to establish two sets of connecting hole on the installed part.

By adopting the technical scheme, the mounting piece is detachably connected to the main supporting edge and can change the mounting position of the mounting piece relative to the welding angle head according to the actual construction condition, so that the adaptability of the whole reinforcing structure is improved; the adjustment tank can be used for the location, can fix a position fast in the work progress, improves the efficiency of construction. The locking part locks the two groups of mounting parts, so that the locking part locks the supporting parts on two sides of the corner, and the condition that the supporting parts are displaced in the horizontal direction is reduced. The retaining member provides more supporting force for the shear wall template, and reduces the occurrence of the template explosion condition. In addition, the transportation is difficult for tying up to the welding angle head in the transportation, piles up in the transportation moreover because there is the inclined plane on the angle head, and the inclined plane probably leads to supporting main stupefied emergence and slides, causes the accident, so detachable installed part still is favorable to the transportation, improves the transportation quality.

Optionally, the adjusting grooves are uniformly distributed along the length direction of the support member

By adopting the technical scheme, because the lengths of the wall bodies on the two sides of the shear wall template are not equal, and the sizes of different shear walls are different, the lengths of the two groups of supporting pieces are different under many conditions, and the positions of the mounting pieces are not fixed; and set up the mounted position that multiunit adjustment tank can make the position of location satisfy different installed parts, detachable installed part realizes adjusting the adaptation through different mounted position moreover, improves whole reinforced structure's suitability.

Optionally, the installed part includes the installation department, the mounting hole set up in on the installation department, installation department cavity sets up.

Through adopting above-mentioned technical scheme, satisfying under construction quality's prerequisite, the hollow setting can reduce the weight of installed part for whole reinforced structure's weight has been reduced, thereby makes the bearing of whole shear wall template reduce, has reduced the emergence of incident.

Optionally, the supporting member includes two groups of supporting plates and a connecting block, the two groups of supporting plates are horizontally disposed, are vertically parallel and equal, and have a gap therebetween, and are symmetrical along a vertical center line of the gap, the gap forms an accommodating groove, the connecting block is disposed between the two groups of supporting plates, and two ends of the connecting block are respectively connected to the two groups of supporting plates; the installation part is arranged in the accommodating groove.

By adopting the technical scheme, the supporting piece is formed by connecting two groups of supporting plates, and the supporting force of the supporting piece on the shear wall template can be improved compared with a group of supporting plates; the two groups of supporting plates are symmetrical along the vertical center line, so that the design is convenient, and the manufacture is simple; the installation department sets up in the storage tank for the mounting hole on the installation department can accurate alignment, reduces the error.

Optionally, the installed part still includes connecting portion, connecting portion include the oblique angle steel sheet that is 90 right angle steel sheet of horizontal contained angle and is connected with the one end of right angle steel sheet with the backup pad, the other end butt of right angle steel sheet in the backup pad, the other end butt of oblique angle steel sheet in the backup pad, just interval between right angle steel sheet and the oblique angle steel sheet is more and more littleer.

Through adopting above-mentioned technical scheme, in actual work progress, overall structure's weight need be considered, and the installed part is formed by the rigid material preparation, so satisfying construction quality and satisfying under the prerequisite of construction demand, the weight that reduces the installed part is favorable to reducing the bearing to overall system to improve overall structure's stability.

Optionally, the connecting holes are arranged on the right-angle steel plate and the oblique-angle steel plate, the connecting holes are waist-shaped holes, and the length direction of the waist-shaped holes in the right-angle steel plate is arranged along the length direction of the right-angle steel plate; and the length direction of the waist-shaped hole on the oblique angle steel plate is arranged along the length direction of the oblique angle steel plate.

Through adopting above-mentioned technical scheme, because in actual construction, probably there is the position that the position between installed part and the support piece hardly reaches the ideal, so need carry out certain adjustment, need punch again even, and waist type hole not only fixes a position and satisfies the requirement, and the locking mode is also simple moreover, only needs install the flat washer that intensity satisfies the construction requirement additional, so waist type hole can realize simply adjusting, improves reinforced structure's suitability.

Optionally, the joint of the right-angle steel plate and the oblique-angle steel plate is in smooth transition.

Through adopting above-mentioned technical scheme, the junction smooth transition of right angle steel sheet and oblique angle steel sheet is favorable to being difficult for causing wearing and tearing with other section bars bumps in the work progress, and also is difficult for taking place wearing and tearing in the transportation, maintains the stability of installed part.

Optionally, the connecting piece comprises an anti-falling part, a fixing part and a guide part, and the anti-falling part, the fixing part and the guide part are sequentially arranged on the connecting piece along the vertical direction; the length of the guide part is greater than that of the adjusting groove; the fixing part is provided with a fixing hole, and the fixing hole can be used for a bolt to extend into; and a chamfer is arranged on the guide part.

By adopting the technical scheme, compared with the arrangement without the anti-falling part, the arrangement of the anti-falling part on the connecting piece can improve the installation stability of the connecting piece; the fixing part is provided for the bolt to extend into and fix, so that the mounting stability of the connecting piece is improved; the chamfer setting of guide part can make the connecting piece stretch into fast, improves the efficiency of construction.

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

1. the problem of easily changing after the support section bar of shear wall template damages is improved.

2. The adaptability of the supporting structure of the shear wall template is improved.

3. The construction efficiency of the shear wall template in the construction process is improved.

4. The stability of the shear wall template reinforcing structure is maintained.

Drawings

Fig. 1 is a schematic structural diagram of a shear wall formwork reinforcing structure according to the present application.

Fig. 2 is a schematic structural view of the mounting member in the embodiment of the present application.

Fig. 3 is a schematic structural diagram of a counter-pulling screw rod in the embodiment of the present application.

Fig. 4 is a schematic structural diagram of a square pin in the embodiment of the present application.

Description of reference numerals: 1. main ridges of double steel pipes; 11. an adjustment groove; 12. square steel; 13. connecting blocks; 14. a containing groove; 2. a mounting member; 21. an installation part; 211. mounting holes; 22. a connecting portion; 221. connecting holes; 222. a right-angle steel plate; 223. a bevel steel plate; 3. a square pin; 31. a retaining part; 311. connecting a steel wire with a hole; 32. a fixed part; 321. a fixing hole; 33. a guide portion; 4. oppositely pulling the screw rod; 41. a bolt; 42. a steel gasket; 43. a hexagonal nut.

Detailed Description

The present application is described in further detail below with reference to the attached drawings.

The application example discloses a shear wall template main joist diagonal angle tool to lock for easily change the support section bar of the shear wall template of damage.

Referring to fig. 1 and 2, a main keel diagonal lock of a shear wall template comprises a supporting piece, a mounting piece 2 and a connecting piece; the supporting piece is a double-steel-pipe main ridge 1 in the embodiment, the double-steel-pipe main ridge 1 is provided with uniformly distributed adjusting grooves 11 along the length direction of the double-steel-pipe main ridge 1, the double-steel-pipe main ridge 1 is formed by welding two parallel square steels 12 and a connecting block 13, a space is formed between the two square steels 12, and an accommodating groove 14 is formed in the space; installation part 2 sets up in storage tank 14, and is provided with mounting hole 211 on installation part 2, and mounting hole 211 and a set of adjustment tank 11 are at vertical last parallel and level, and vertical parallel and level's mounting hole 211 and adjustment tank 11 are worn to establish by the rethread connecting piece for installation part 2 is installed on support piece. The purpose that sets up like this for installed part 2 can be dismantled and connect in two main stupefied 1 of steel pipe, makes installed part convenient to detach in support piece, need not change support piece when the installed part damages, and adjustment tank 11 makes installed part 2 have the function of adjusting, can adapt to the not unidimensional shear force wall. And the double-steel-pipe main edges 1 are used for abutting against two side walls of the corner of the shear wall template, and compared with a single steel pipe, the double-steel-pipe main edges 1 can improve the supporting force of the shear wall template.

Referring to fig. 1 and 2, the mounting member 2 includes a mounting portion 21 and a connecting portion 22, the mounting portion 21 is shaped like a square, a mounting hole 211 is formed in the mounting portion 21, the mounting portion 21 is horizontally disposed in the receiving groove 14, and the mounting portion 21 is hollow; connecting portion 22 is connected in installation department 21, and connecting portion 22 butt in the stupefied one side of 1 keeping away from the shear force plank sheathing of two main steel pipes, and installation department 21 and connecting portion 22 are all symmetrical along the stupefied 1 vertical central line of two main steel pipes. The two ends of the double-steel-pipe main edge 1 are stressed equally, so that the two ends of the double-steel pipe are not easy to be stressed differently, and the two ends of the double-steel pipe incline to possibly cause the condition of die explosion.

Referring to fig. 2, in the present embodiment, the connecting portion 22 is made by stamping a steel plate, and the stamping result is a bevel steel seat shaped like an L; the oblique angle steel base is composed of a right angle steel plate 222 and an oblique angle steel plate 223 which is vertical to the right angle steel plate 222 by 45 degrees, wherein the right angle steel plate 222 and the oblique angle steel plate 223 are both provided with connecting holes 221, and the connecting holes 221 are all waist-shaped holes; in the actual construction process, the position between the mounting part and the supporting part is difficult to reach an ideal position, so that adjustment is needed, holes need to be punched again in some cases, and the waist-shaped holes not only meet the positioning requirement, but also are convenient to lock and easy to operate, and usually adopt gaskets; therefore, the waist-shaped holes can be arranged to realize locking and fine adjustment, and the adaptability of the reinforced structure can be improved.

Referring to fig. 1 and 3, the main keel diagonal lock of the shear wall template further comprises a locking member; the locking piece is arranged in four groups of bolt 41 holes on the two groups of oblique angle steel seats in a penetrating way to lock the two groups of double-steel-pipe main edges 1. In this embodiment, the locking member is a counter-pull screw 4, and the counter-pull screw 4 is horizontally disposed and is horizontally perpendicular to the bevel steel plate 223; the split screw 4 comprises a bolt 41, a steel gasket 42 and a hexagon nut 43, wherein the bolt 41 penetrates through two groups of oblique angle steel seats, the steel gasket 42 is set into two groups, the two groups of steel gaskets 42 are abutted to the oblique angle steel plate 223, the hexagon nut 43 is also set into two groups, and the two groups of hexagon nuts 43 are abutted to the two groups of steel gaskets 42 respectively. The two steel pipe main edges 1 are enabled to reduce displacement in the horizontal direction through the arrangement, so that the stability of the whole reinforcing structure is improved, and the occurrence of the condition of mold explosion in the construction process is reduced.

Referring to fig. 1 and 4, the connecting member is a square pin 3 in this embodiment, the square pin 3 includes an anti-falling portion 31, a fixing portion 32 and a guiding portion 33, wherein the width of the anti-falling portion 31 is greater than the length of the adjusting groove 11, so that the square pin 3 is not easy to fall off in the installation process, a steel wire connecting hole 311 is formed in the anti-falling portion 31, so that the square pin 3 is convenient to take out, and corners of the anti-falling portion 31 are rounded chamfers. Be provided with fixed orifices 321 on the fixed part 32, fixed orifices 321 can be enough that the bolt stretches into fixedly, because square pin 3 bottom and two steel pipe owner are stupefied between 1 uncertain, consequently in this embodiment, the bolt reduces along its length direction width for the bolt can the different circumstances below 3 bottoms of pin and two steel pipe owner stupefied between 1 interval. Be provided with the chamfer on the guide part 33, the setting of chamfer does benefit to the square pin 3 and wears to locate adjustment tank 11 and mounting hole 211 fast.

The implementation principle of the embodiment is as follows: two groups of supporting main ridges are arranged on two sides of the shear wall template, and accommodating grooves 14 are formed in the supporting main ridges; the mounting pieces 2 are detachably connected to the supporting main beam, wherein mounting holes 211 are formed in the mounting portions 21, the mounting holes 211 can be vertically flush with the group of adjusting grooves 11 and are detachably connected to the supporting main beam through square pins 3, connecting holes 221 are formed in the connecting portions 22, and the locking pieces can lock the two groups of mounting pieces 2 and the supporting main beam through the aligned connecting holes 221 in the two groups of mounting pieces 2; detachable installed part 2 can make the reinforcement section bar of shear wall template damage the back and be convenient for change.

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 (8)

1. The main keel diagonal lock for the shear wall template is characterized by comprising two groups of supporting pieces, mounting pieces (2), connecting pieces and locking pieces, wherein the two groups of supporting pieces are arranged on two sides of corners of the shear wall template, the two groups of supporting pieces are tightly attached to the shear wall template, the supporting pieces are provided with a plurality of adjusting grooves (11) along the length direction of a wall body of the shear wall template, and the adjusting grooves (11) can be penetrated by the connecting pieces; the mounting pieces (2) are arranged into two groups, the two groups of mounting pieces (2) are detachably connected to the two groups of supporting pieces respectively, mounting holes (211) are formed in the mounting pieces (2), and the mounting holes (211) are aligned with the adjusting grooves (11) in the vertical direction; the connecting piece penetrates through the vertical and level adjusting groove (11) and the mounting hole (211); be equipped with connecting hole (221) on installed part (2), the retaining member wears to establish two sets of connecting hole (221) on installed part (2).

2. A shear wall form main runner diagonal lock as claimed in claim 1, wherein the adjustment slots (11) are evenly distributed along the length of the support member.

3. A shear wall template main keel diagonal lock according to claim 1, wherein the mounting piece (2) comprises a mounting part (21), the mounting hole (211) is arranged on the mounting part (21), and the mounting part (21) is arranged in a hollow manner.

4. The main keel diagonal lock for the shear wall template according to claim 3, wherein the supporting pieces comprise supporting plates and connecting blocks (13), the supporting plates are arranged in two groups, the two groups of supporting plates are horizontally arranged and are vertically parallel and equal, a space is formed between the two groups of supporting plates to form a containing groove (14), the connecting blocks (13) are arranged between the two groups of supporting plates, and the connecting blocks (13) are respectively connected to the two groups of supporting plates; the mounting portion (21) is arranged in the accommodating groove (14).

5. The main keel diagonal lock of the shear wall template according to claim 1, wherein the mounting part (2) further comprises a connecting part (22), the connecting part (22) comprises a right-angle steel plate (222) forming a horizontal included angle of 90 degrees with the support plate and an oblique-angle steel plate (223) connected with one end of the right-angle steel plate (222), the other end of the right-angle steel plate (222) abuts against the support plate, the other end of the oblique-angle steel plate (223) abuts against the support plate, and the distance between the right-angle steel plate (222) and the oblique-angle steel plate (223) is smaller and smaller.

6. A shear wall template main keel diagonal lock according to claim 5, wherein the connecting holes (221) are arranged on a right angle steel plate (222) and a bevel angle steel plate (223), the connecting holes (221) are waist-shaped holes, and the length direction of the waist-shaped holes in the right angle steel plate (222) is arranged along the length direction of the right angle steel plate (222); and the length direction of the waist-shaped hole on the oblique angle steel plate (223) is arranged along the length direction of the oblique angle steel plate (223).

7. A shear wall template main keel diagonal lock according to claim 6, wherein the junction of the right angle steel plate (222) and the oblique angle steel plate (223) is in smooth transition.

8. The main keel diagonal lock for the shear wall template according to claim 1, wherein the connecting piece comprises a retaining part (31), a fixing part (32) and a guiding part (33), and the retaining part (31), the fixing part (32) and the guiding part (33) are sequentially arranged on the connecting piece along the vertical direction; the length of the guide part (33) is greater than that of the adjusting groove (11); the fixing part (32) is provided with a fixing hole (321), and the fixing hole (321) can be used for a bolt to extend into; the guide part (33) is provided with a chamfer.

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