CN220705168U - Formwork support - Google Patents

Abstract

The utility model relates to a formwork support, including the formwork support main part that can hoist and mount, be formed with the passageway of putting up that is used for setting up the building support column in the formwork support main part, the formwork support main part includes and is assembled by a plurality of brace tables, be provided with connecting portion on the brace table, butt joint between the upper and lower adjacent connecting portion, butt joint department installation reinforcement between the connecting portion, the brace table includes that many reinforcing mobile jib and many vice poles are put up and are formed, welded fastening between two reinforcing mobile jib that are connected, and the reinforcing mobile jib that are connected is locked fixedly through first mounting with vice pole, is locked fixedly through the second mounting between two vice poles that are connected; a climbing position is constructed between the auxiliary rods. The application has the effect of being convenient for remove the position, the adjustment height of being convenient for.

Description

Formwork support

Technical Field

The application relates to the field of building technology, in particular to a formwork support.

Background

At present, along with the development of economy in China and the construction of large and medium cities, more and more large reinforced concrete comprehensive buildings appear, a large number of reinforced concrete support columns are required to be built in the construction process of the large reinforced concrete comprehensive buildings, the height of the reinforced concrete support columns is higher, a large number of auxiliary brackets such as scaffolds are required to be preset, and then pouring of the reinforced concrete support columns is required, so that a large number of operation tables such as scaffolds are arranged on the sites on which the large reinforced concrete comprehensive buildings are built, a large number of scaffolds occupy a large space on construction sites, the time required for building a large number of scaffolds is long, and the operation is inconvenient.

For the related art, the inventor considers that the auxiliary support for auxiliary pouring of large structures such as large-scale reinforced concrete support columns and the like has the defects of difficult position adjustment, large occupied area and inflexible use

Disclosure of Invention

In order to facilitate displacement of the auxiliary support, the support is more flexible and durable to use, and the support frame is provided.

The application provides a formwork support adopts following technical scheme:

the utility model provides a formwork support, includes but the formwork support main part of hoist and mount is formed with the passageway of putting up that is used for setting up the building support column in the formwork support main part, the formwork support main part includes and is assembled by a plurality of brace tables, be provided with connecting portion on the brace table, dock between the upper and lower adjacent connecting portion, the department of docking between the connecting portion installs the reinforcement.

Through adopting above-mentioned technical scheme, the formwork support main part of this application can lift by crane the displacement through the lifting machine, adjusts its position, and when constructing, only need adjust the position of formwork support, remove the formwork support to the processing station of different building support column.

Preferably, the supporting table comprises a plurality of reinforcing main rods and a plurality of auxiliary rods, wherein the reinforcing main rods and the auxiliary rods are connected and fixed in a welding way, the connecting reinforcing main rods and the auxiliary rods are locked and fixed through first fixing pieces, and the connecting auxiliary rods are locked and fixed through second fixing pieces; a climbing position is constructed between the auxiliary rods.

By adopting the technical scheme, the reinforced main rods are fixed in a welding mode, so that the fixation is firmer; the auxiliary rod is fixed through the fixing piece, so that the auxiliary rod is convenient to detach and install.

Preferably, the reinforcing main rod and the auxiliary rod are made of stainless steel.

By adopting the technical scheme, the structural strength of the reinforced main rod and the auxiliary rod is higher.

Preferably, an operation plate is arranged between the reinforced main rod and the auxiliary rod, the operation plate is positioned at one side of the construction channel, and the operation plate is made of stainless steel.

Through adopting above-mentioned technical scheme, the operation panel is used for constructor's walking, adopts stainless steel to make, and structural strength is high.

Preferably, the reinforcement comprises a reinforcing sleeve, a reinforcing layer and a supporting part, wherein the reinforcing layer is attached and fixed on the inside of the reinforcing sleeve, the reinforcing sleeve is sleeved and fixed at the butt joint part between the connecting parts, the supporting part is abutted against the supporting table, and the supporting part is fixed on the upper end and the lower end of the reinforcing sleeve.

Through adopting above-mentioned technical scheme, increased the structural strength of two supporting part junctions about through the reinforcement for whole structure is more stable firm.

Preferably, the reinforcing layer is made of colloid materials, and two ends of the reinforcing layer penetrate through the reinforcing sleeve and then are adhered and fixed with the surface of the connecting part.

Through adopting above-mentioned technical scheme, the reinforcing layer of colloid can carry out waterproof protection to supporting part junction, has reduced the rusty possibility of junction.

Preferably, the connecting part above the supporting tables is provided with a slot, the connecting part below the supporting tables is provided with an inserting part matched with the slot, and when the upper supporting table and the lower supporting table are in butt joint, one inserting part is inserted into one slot.

Through adopting above-mentioned technical scheme, upper and lower brace table reaches an assembly effect to the mode of butt joint through inserting portion and slot, and the mounting means is convenient.

Preferably, the supporting part is made of colloid material, and the supporting part is in a compressed state.

By adopting the technical scheme, the supporting part is used for increasing the anti-seismic effect of the upper supporting table and the lower supporting table.

Preferably, the support table at the bottom is provided with support legs.

Through adopting above-mentioned technical scheme, the supporting leg plays the supporting effect of bottom.

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

1. the position of the formwork support is convenient to adjust when construction is carried out, the formwork support is hoisted to the positions of the reinforcement cages and the like through the hoisting machine, then concrete pouring is carried out through the building channel of the formwork support, after operation is completed, concrete pouring and the like are carried out on the formwork support moving to the processing positions of other positions through the hoisting machine or other equipment, the formwork support is not required to be arranged at each reinforcement cage position, the whole site is tidy, the number of formwork supports is reduced, and the formwork support is more convenient to use.

2. The height of the support die frame can be changed, and the support die frame is more flexible to use; the support frame is formed by the supporting tables which can be spliced up and down, the supporting tables can be installed and spliced according to actual needs, and the height can be adjusted.

3. The formwork support is high in structural strength, and the main material of the whole formwork support is made of stainless steel and is not easy to break; a plurality of reinforcing members are arranged on the formwork support, and the firmness of the splicing part of the supporting table is improved through the reinforcing members, so that the higher formwork support is more durable.

Drawings

Fig. 1 is an overall view of the present application without reinforcement.

Fig. 2 is a connection diagram of the upper and lower support tables of the present application.

Fig. 3 is an overall top view of the present application.

Fig. 4 is an overall front view of the present application.

Fig. 5 is an enlarged view at a in fig. 4 of the present application.

Reference numerals illustrate: 1. a formwork support main body; 2. constructing a channel; 3. a support table; 301. reinforcing the main rod; 302. an auxiliary rod; 4. a connection part; 5. a reinforcing member; 501. reinforcing the sleeve; 502. a reinforcing layer; 503. a support part; 6. an operation panel; 7. climbing positions; 8. an insertion part; 9. and (5) supporting legs.

Detailed Description

The present application is described in further detail below in conjunction with figures 1-5.

The embodiment of the application discloses a formwork support.

Referring to fig. 1 and 2, the formwork support includes a formwork support body 1 that can hoist and mount, a building channel 2 for setting up a building support column is formed on the formwork support body 1, structures such as a reinforcement cage are arranged in the building channel 2, the formwork support body 1 is assembled by a plurality of supporting tables 3, connecting portions 4 are arranged on the supporting tables 3, abutting joints are arranged between the connecting portions 4 adjacent to each other up and down, and reinforcing members 5 are arranged at abutting joints between the connecting portions 4.

Referring to fig. 1 and 2, the support stand 3 includes a plurality of reinforcing main bars 301 and a plurality of auxiliary bars 302, the two connected reinforcing main bars 301 are welded and fixed, the connected reinforcing main bars 301 and auxiliary bars 302 are locked and fixed by a first fixing member, the auxiliary bars 302 are inclined bars, and the two connected auxiliary bars 302 are locked and fixed by a second fixing member; a climbing position 7 is constructed between the auxiliary rods 302, and the climbing position 7 is used for climbing up and down by operators.

The first fixing member and the second fixing member may have structures such as screws or bolts, so that the auxiliary rod 302 is convenient to install and detach.

Referring to fig. 2, the reinforcing main rod 301 and the auxiliary rod 302 are made of stainless steel, and the main material of the whole support die frame is stainless steel, so that the support die frame is high in structural strength and not easy to damage.

Referring to fig. 2 and 3, an operation plate 6 is installed between the reinforcing main rod 301 and the auxiliary rod 302, the operation plate 6 is positioned at one side of the construction passageway 2, and the operation plate 6 is made of stainless steel.

Referring to fig. 4 and 5, the connecting portion 4 above the supporting tables 3 is provided with a slot, and the connecting portion 4 below the supporting tables 3 is provided with an inserting portion 8 matched with the slot, when the upper supporting table 3 and the lower supporting table 3 are in butt joint, one inserting portion 8 is inserted into one slot, so that the butt joint mode of the upper supporting table 3 and the lower supporting table 3 is convenient.

Referring to fig. 5, the reinforcement 5 includes a reinforcing sleeve 501, a reinforcing layer 502 and a supporting portion 503, the reinforcing layer 502 is attached and fixed on the inside of the reinforcing sleeve 501, the reinforcing sleeve 501 is sleeved and fixed at the butt joint between the connecting portions 4, the supporting portion 503 abuts against the supporting table 3, and the supporting portion 503 is fixed on the upper and lower ends of the reinforcing sleeve 501.

Referring to fig. 5, the reinforcing layer 502 is made of a colloid material, and two ends of the reinforcing layer 502 pass through the reinforcing sleeve 501 and are adhered and fixed to the surface of the connecting portion 4.

Referring to fig. 5, the supporting portion 503 is made of a colloid material, the supporting portion 503 is in a pressed state, the supporting portion 503 and the supporting table 3 are in contact, and the supporting portion 503 in the pressed state can promote shock resistance of the upper supporting table 3 and the lower supporting table 3, so that stability is improved.

Referring to fig. 1, the support table 3 at the bottom is provided with support legs 9, and the support legs 9 are in contact with the ground for supporting the entire structure.

The implementation principle of the support die frame in the embodiment of the application is as follows: the formwork support is formed by the reinforced main rod 301 and the auxiliary rods 302, which means that one supporting table 3 comprises a plurality of reinforced main rods 301 and a plurality of auxiliary rods 302, and the operation panel 6 can be fixed by screws, so that the walking construction of operators is facilitated.

The construction method comprises the steps of presetting a plurality of reinforcement cages and other structures on a construction site, moving the whole formwork to one reinforcement cage position through hoisting equipment and the like, sleeving the reinforcement cages on the reinforcement cages, placing the reinforcement cages in a construction channel 2, and pouring cement in the reinforcement cages to form reinforcement cement columns and other structures.

The whole formwork support is more convenient to use by additionally arranging the supporting tables 3 to adjust the height. The joint of the supporting table 3 is provided with the reinforcing member 5, so that the structural strength is increased, and the whole structure is firmer and more reliable.

The foregoing are all preferred embodiments of the present application, and are not intended to limit the scope of the present application in any way, therefore: all equivalent changes in structure, shape and principle of this application should be covered in the protection scope of this application.

Claims (9)

1. A formwork support, characterized in that: including but formwork main part (1) of hoist and mount, be formed with on formwork main part (1) and be used for setting up building passageway (2) of building support column, formwork main part (1) is including being assembled by a plurality of brace tables (3), be provided with connecting portion (4) on brace table (3), butt joint between upper and lower adjacent connecting portion (4), butt joint department installation reinforcement (5) between connecting portion (4).

2. The stent of claim 1, wherein: the supporting table (3) comprises a plurality of reinforcing main rods (301) and a plurality of auxiliary rods (302), wherein the reinforcing main rods (301) are welded and fixed, the connecting reinforcing main rods (301) and the auxiliary rods (302) are locked and fixed through first fixing pieces, and the connecting auxiliary rods (302) are locked and fixed through second fixing pieces; a climbing position (7) is constructed between the auxiliary rods (302).

3. The stent of claim 2, wherein: the reinforced main rod (301) and the auxiliary rod (302) are made of stainless steel.

4. The stent of claim 2, wherein: an operation plate (6) is arranged between the reinforced main rod (301) and the auxiliary rod (302), the operation plate (6) is positioned on one side of the construction channel (2), and the operation plate (6) is made of stainless steel.

5. The stent of claim 1, wherein: the connecting part (4) above the supporting tables (3) is provided with a slot, the connecting part (4) below the supporting tables (3) is provided with an inserting part (8) matched with the slot, and when the upper supporting table (3) and the lower supporting table (3) are in butt joint, one inserting part (8) is inserted into one slot.

6. The stent of claim 1, wherein: the reinforcement (5) comprises a reinforcement sleeve (501), a reinforcement layer (502) and a supporting portion (503), wherein the reinforcement layer (502) is attached and fixed on the inside of the reinforcement sleeve (501), the reinforcement sleeve (501) is sleeved and fixed at the butt joint between the connecting portions (4), the supporting portion (503) is abutted against the supporting table (3), and the supporting portion (503) is fixed on the upper end and the lower end of the reinforcement sleeve (501).

7. The scaffold of claim 6, wherein: the reinforcing layer (502) is made of colloid materials, and two ends of the reinforcing layer (502) penetrate through the reinforcing sleeve (501) and then are adhered and fixed with the surface of the connecting part (4).

8. The scaffold of claim 6, wherein: the supporting part (503) is made of colloid material, and the supporting part (503) is in a pressed state.

9. The stent of claim 1, wherein: the supporting table (3) at the bottom is provided with supporting legs (9).