Masonry template structure of T-shaped constructional column in masonry wall

Abstract

The invention discloses a masonry formwork structure of a T-shaped constructional column in a masonry wall, belongs to the field of general building construction, and solves the problem that a mortar leakage phenomenon is easily formed in a masonry mortar joint layer of an existing masonry formwork structure. The left formwork-erecting-free building block (4) and the right formwork-erecting-free building block (5) are in butt joint to form a hollow T-shaped closed cage profile building block, the two shell building blocks are in left-right butt joint through rabbets, and after the two rabbets with steps are in butt joint, the phenomenon that concrete poured in a T-shaped closed cage profile leaks slurry through a left-right butt joint seam is effectively prevented; a left wedge-shaped block (14) is fixedly arranged on the left rear outer side vertical face of the left formwork-erecting-free building block (4), a right wedge-shaped block (17) is fixedly arranged on the right rear outer side vertical face of the right formwork-erecting-free building block (5), and the phenomena of formwork shifting and displacement during concrete pouring of the constructional column are overcome through insertion matching of the wedge-shaped blocks and wedge-shaped grooves.

Description

Technical Field

[0001] The invention relates to a secondary structure masonry wall, in particular to a masonry template structure of a T-shaped structural column in a masonry wall. Background Art

[0002] In the construction of reinforced concrete frame buildings, when the primary structure is completed, the secondary structure is generally constructed. During the construction of the secondary structure masonry wall, structural columns need to be set in the wall. The main function of the structural column is to tie the masonry wall horizontally to ensure the stability of the masonry wall. The traditional construction sequence is: first reserve a position for the structural column on the floor slab, tie the steel bars in the structural column at this position, and then build the wall outside the structural column. Finally, support the concrete pouring formwork of the structural column by attaching it to the completed masonry wall, and complete the construction of the structural column by pouring concrete, so as to achieve the tie of the structural column to the masonry wall. The structural columns and walls form a stable whole; some secondary structure walls on the floor slab are arranged in a T shape, which requires reserving and constructing T-shaped structural columns to achieve the connection of the T-shaped walls. Due to the limited space here, it is very difficult to support and fix the T-shaped structural column concrete casting formwork here. In order to solve this problem, technicians in the same field have made various attempts; for example: Patent No. 202311229022.0, the patent name is "A formwork-free construction method for masonry wall structural columns" discloses a method for constructing structural columns. The patent invents a formwork-free shell block, which is a formwork-free shell block with the same module as the wall block. The free-formwork blocks are laid around the structural columns, and a U-shaped cavity is set on the free-formwork blocks. The steel bars in the structural columns are set in the U-shaped cavity. The outer side of the structural columns is closed by laying free-formwork blocks, and the closed free-formwork blocks replace the concrete casting templates of the structural columns. Finally, the self-compacting concrete is poured into the cavity closed by the free-formwork blocks, thereby completing the construction of the concrete structural columns of the tie wall. This method of constructing structural columns solves the problem of supporting and fixing the templates of special-shaped structural columns, but there are still the following problems: (1) Since the free-formwork blocks of the same module of the structural column are built into a hollow cavity by mortar, the subsequent concrete pouring of the structural column is difficult to be completed. During concrete pouring, mortar leakage is likely to occur in the masonry mortar joint layer, which is similar to the phenomenon of bulging formwork leakage, affecting the quality and appearance of the structural column; (2) If the height of the structural column reaches more than 2 meters, due to the high pressure of the concrete poured in the column, under the action of this pressure, the same modulus unsupported formwork blocks are likely to shift due to the formwork displacement, resulting in distortion defects in the structural column concrete; (3) Since the same modulus unsupported formwork blocks and the connected masonry walls are connected together through a tooth-shaped overlap, there is a phenomenon of insufficient concrete pouring in the tooth-shaped cavity of the unsupported formwork blocks, resulting in voids at the junction of the structural column and the masonry wall. Summary of the invention

[0003] The invention provides a masonry formwork structure for T-shaped structural columns in a masonry wall, which solves the technical problems of the existing masonry formwork structure that the masonry mortar mortar joint layer is prone to leakage and the formwork-free shell building blocks are prone to formwork displacement.

[0004] The present invention solves the above technical problems through the following technical solutions: The overall concept of the present invention is that the left side free formwork shell building block and the right side free formwork shell building block are butted together to form a hollow T-shaped cage outline building block, the left and right butt joints of the two shell building blocks are butted together by tongue and groove, and the butt joints of the two stepped tongue and groove can effectively prevent the concrete poured in the T-shaped closed cage outline from leaking through the left and right butt joints; the butt joints of the two layers of shell building blocks adjacent to each other in the upper and lower directions are also designed to be a tongue and groove connection mode, which can also effectively prevent the concrete poured in the T-shaped closed cage outline from leaking through the upper and lower butt joints; because the left side free formwork shell building block and the right side free formwork shell building block form a hollow T-shaped closed cage outline building block after being butt jointed, which is clamped by the left wall building block and the right wall building block, the T-shaped closed cage outline building block can also The front wall blocks are pressed from the front. Therefore, when pouring concrete in the hollow T-shaped closed cage, the left-side and right-side support-free formwork shell blocks can only move backwards due to the squeezing of the concrete. The present invention fixes a left wedge-shaped block on the left rear outer side elevation of the left-side support-free formwork shell block, and fixes a right wedge-shaped block on the right rear outer side elevation of the right-side support-free formwork shell block. A left wedge-shaped block is inserted into a wedge-shaped groove on the right end side elevation of the left wall block, and a right wedge-shaped block is inserted into a wedge-shaped groove on the left end side elevation of the right wall block. The wedge-shaped block is plugged into the wedge-shaped groove and matched with the wedge-shaped groove. The backward displacement of the shell blocks is restricted by the masonry wall, thereby overcoming the phenomenon of running and mold displacement when pouring concrete.

[0005] A masonry formwork structure for a T-shaped structural column in a masonry wall comprises a left wall block, a right wall block and a front wall block, a T-shaped structural column casting space is arranged between the left wall block, the right wall block and the front wall block, a structural column inner main reinforcement and a structural column inner stirrup are arranged in the T-shaped structural column casting space, a left-side unsupported formwork block and a right-side unsupported formwork block are arranged in the T-shaped structural column casting space; a left elastic wall liner is embedded in the inner cavity of the left-side unsupported formwork block, and the shape of the left elastic wall liner is exactly the same as that of the left-side unsupported formwork block; a right elastic wall liner is embedded in the inner cavity of the right-side unsupported formwork block, and the shape of the right elastic wall liner is exactly the same as that of the right-side unsupported formwork block; the left-side unsupported formwork block and the right-side unsupported formwork block are butt-jointed to form a hollow T-shaped cage outline block, and the left elastic wall liner and the right elastic wall liner are connected to each other. The hollow T-shaped cage outline liner is formed by docking, and the main reinforcement of the structural column and the stirrups of the structural column are arranged in the hollow T-shaped cage outline liner; the top end of the left-side free-support formwork block is provided with a tongue and groove at the top end of the left-side free-support formwork block, the bottom end of the left-side free-support formwork block is provided with a tongue and groove at the bottom end of the left-side free-support formwork block, and the right end of the left-side free-support formwork block is provided with a tongue and groove at the right end of the left-side free-support formwork block; the top end of the right-side free-support formwork block is provided with a tongue and groove at the top end of the right-side free-support formwork block, the bottom end of the right-side free-support formwork block is provided with a tongue and groove at the bottom end of the right-side free-support formwork block, and the left end of the right-side free-support formwork block is provided with a tongue and groove at the left end of the right-side free-support formwork block; the left-side free-support formwork block is docked with the tongue and groove at the left end of the right-side free-support formwork block of the right-side free-support formwork block through the tongue and groove at the right end of the left-side free-support formwork block.

[0006] A left wedge-shaped block is fixedly arranged on the rear left outer side facade of the left side free formwork block, and a right wedge-shaped block is fixedly arranged on the rear right outer side facade of the right side free formwork block; a left wedge-shaped block insertion wedge-shaped groove is arranged on the right end side facade of the left wall block, the rear left outer side facade of the left side free formwork block and the right end side facade of the left wall block are abutted together, and the left wedge-shaped block is inserted into the left wedge-shaped groove; a right wedge-shaped block insertion wedge-shaped groove is arranged on the left end side facade of the right wall block, the rear right outer side facade of the right side free formwork block and the left end side facade of the right wall block are abutted together, and the right wedge-shaped block is inserted into the right wedge-shaped groove; the front side facade of the T-shaped cage outline block is abutted against the rear end side facade of the front wall block.

[0007] The modulus of the hollow T-shaped cage blocks formed by connecting the left-side free formwork blocks with the right-side free formwork blocks, the modulus of the wall blocks, the modulus of the right wall blocks and the modulus of the front wall blocks are the same; the upper and lower adjacent hollow T-shaped cage blocks are all overlapped together through the block tongue and groove; self-compacting concrete is poured in the hollow T-shaped cage that runs through from top to bottom.

[0008] The present invention replaces the support of the structural column formwork with the masonry of the formwork-free shell building blocks at the pre-construction of the structural column on the floor slab, thereby constructing a concrete pouring space for the structural column; by arranging a tongue and groove with a step at the joint of the building blocks, the defect of easy leakage of mortar at the connection of the building blocks is overcome, and an elastic thick-walled liner is arranged in the hollow T-shaped cage outline building block after the joint, and the expansion of the concrete poured in the structural column is absorbed by the contraction of the wall of the elastic thick-walled liner, thereby reducing the expansion pressure of the poured concrete on the formwork-free shell building block, and the wedge-shaped block on the shell building block and the wedge-shaped groove on the wall building block are used to limit the shell building block, thereby avoiding the phenomenon of mold running and displacement, thereby realizing the high-efficiency and high-quality construction of the structural column. BRIEF DESCRIPTION OF THE DRAWINGS

[0009] Figure 1 It is a schematic diagram of the structure of the present invention; Figure 2 It is a structural schematic diagram of a hollow T-shaped cage block formed by butting the left side free formwork block 4 and the right side free formwork block 5 together; Figure 3 It is a structural schematic diagram of a hollow T-shaped cage inner liner formed by connecting the left elastic wall inner liner 12 and the right elastic wall inner liner 13 of the present invention. DETAILED DESCRIPTION

[0010] The present invention is described in detail below in conjunction with the accompanying drawings: A masonry formwork structure for a T-shaped structural column in a masonry wall, comprising a left wall block 15, a right wall block 18 and a front wall block 20, wherein a T-shaped structural column casting space 1 is provided between the left wall block 15, the right wall block 18 and the front wall block 20, wherein a structural column inner main reinforcement 2 and a structural column inner stirrup 3 are provided in the T-shaped structural column casting space 1, wherein a left-side unsupported formwork block 4 and a right-side unsupported formwork block 5 are provided in the T-shaped structural column casting space 1, wherein the material of the left-side unsupported formwork block 4 is the same as that of the wall block, wherein the left-side unsupported formwork block 4 and the right-side unsupported formwork block 5 are butt-jointed to form a T-shaped cage outline block, wherein the T-shaped cage outline block is actually also a kind of block, but the middle of the T-shaped block is hollowed out , making it a hollow outline block with a vertical connection in the middle. The reason why it is divided into two left and right pieces in a butt-jointed form is to be able to butt-join from both sides of the steel bars in the arranged structural column to form a closed space, so that the steel bars in the column are arranged in the closed space; a left elastic wall liner 12 is embedded in the inner cavity of the left-side support-free formwork block 4, and the shape of the left elastic wall liner 12 is exactly the same as the shape of the left-side support-free formwork block 4; a right elastic wall liner 13 is embedded in the inner cavity of the right-side support-free formwork block 5, and the shape of the right elastic wall liner 13 is exactly the same as the shape of the right-side support-free formwork block 5; the left-side support-free formwork block 4 is butt-jointed with the right-side support-free formwork block 5 to form a hollow T-shaped cage outline block, and the left elastic wall liner 12 and the right elastic wall liner 13 are embedded in the inner cavity of the right-side support-free formwork block 5. The wall liner 13 is butt-jointed to form a hollow T-shaped cage liner. After concrete is poured in the closed space, the outwardly expanding concrete will squeeze the side wall of the T-shaped cage liner, causing it to be compressed and thinned, thereby absorbing the outward expansion of the concrete; the main reinforcement 2 in the structural column and the stirrups 3 in the structural column are arranged in the hollow T-shaped cage liner; on the top port of the left side free support formwork block 4, a left side free support formwork block top tongue 6 is arranged, and the left side free support formwork block top tongue 6 is a closed step profile with a high outer side and a low inner side; on the bottom port of the left side free support formwork block 4, a left side free support formwork block bottom tongue 7 is arranged, and the left side free support formwork block bottom tongue 7 is a closed step wheel with a low outer side and a high inner side. The left side free formwork block 4 is provided with a right end tongue 10 of the left side free formwork block; the top end of the right side free formwork block 5 is provided with a top tongue 8 of the right side free formwork block, the bottom end of the right side free formwork block 5 is provided with a bottom tongue 9 of the right side free formwork block, and the left end of the right side free formwork block 5 is provided with a left end tongue 11 of the right side free formwork block; the left side free formwork block 4 is butt-jointed with the right end tongue 10 of the left side free formwork block and the left end tongue 11 of the right side free formwork block 5 of the right side free formwork block through the right end tongue 10 of the left side free formwork block; these tongues are butt-jointed in the form of steps to effectively close the butt joint and avoid the overflow of concrete in the closed hollow hole through the masonry joint.

[0011] A left wedge block 14 is fixedly arranged on the rear left outer side elevation of the left free formwork block 4, and a right wedge block 17 is fixedly arranged on the rear right outer side elevation of the right free formwork block 5; a left wedge block insertion wedge groove 16 is arranged on the right end side elevation of the left wall block 15, the rear left outer side elevation of the left free formwork block 4 and the right end side elevation of the left wall block 15 are abutted together, and the left wedge block 14 is inserted into the left wedge block insertion wedge groove 16; A right wedge block is inserted into a wedge groove 19 on the left end side facade, and the rear right outer side facade of the right side formwork-free building block 5 is abutted against the left end side facade of the right wall building block 18, and the right wedge block 17 is inserted into the right wedge block insertion wedge groove 19. Through the cooperation between the wedge block and the wedge block insertion wedge groove, the masonry wall is limited to the formwork-free building block to avoid its displacement and mold running; the front side facade of the T-shaped cage outline building block is abutted against the rear end side facade of the front wall building block 19.

[0012] The modulus of the hollow T-shaped cage block formed by docking the left-side free formwork block 4 with the right-side free formwork block 5, the modulus of the wall block 15, the modulus of the right wall block 18 and the modulus of the front wall block 20 are the same, so that the free formwork blocks and the wall blocks are built in the same layer; the upper and lower adjacent hollow T-shaped cage blocks are all overlapped together through the block tongue and groove; self-compacting concrete is poured in the hollow T-shaped cage that runs through from top to bottom.

Claims

1. A masonry formwork structure for a T-shaped structural column in a masonry wall, comprising a left wall block (15), a right wall block (18) and a front wall block (20), wherein a T-shaped structural column casting space (1) is provided between the left wall block (15), the right wall block (18) and the front wall block (20), and a structural column inner main reinforcement (2) and a structural column inner stirrup (3) are provided in the T-shaped structural column casting space (1), characterized in that: A left-side free-support formwork block (4) and a right-side free-support formwork block (5) are arranged in a T-shaped structural column casting space (1); a left elastic wall liner (12) is embedded in the inner cavity of the left-side free-support formwork block (4), and the shape of the left elastic wall liner (12) is exactly the same as the shape of the left-side free-support formwork block (4); a right elastic wall liner (13) is embedded in the inner cavity of the right-side free-support formwork block (5), and the shape of the right elastic wall liner (13) is exactly the same as the shape of the right-side free-support formwork block (5); the left-side free-support formwork block (4) and the right-side free-support formwork block (5) are butt-jointed to form a hollow T-shaped cage outline block, the left elastic wall liner (12) and the right elastic wall liner (13) are butt-jointed to form a hollow T-shaped cage outline liner, and a structural column inner main reinforcement (2) and a structural column inner stirrup (3) are arranged in the hollow T-shaped cage outline liner; The top end of the formwork block (4) is provided with a top tongue (6) of the left side free-support formwork block, the bottom end of the left side free-support formwork block (4) is provided with a bottom tongue (7) of the left side free-support formwork block, and the right end of the left side free-support formwork block (4) is provided with a right end tongue (10); the top end of the right side free-support formwork block (5) is provided with a top tongue (8) of the right side free-support formwork block, the bottom end of the right side free-support formwork block (5) is provided with a bottom tongue (9) of the right side free-support formwork block, and the left end of the right side free-support formwork block (5) is provided with a left end tongue (11); the left side free-support formwork block (4) is butted together with the right end tongue (10) of the left side free-support formwork block and the left end tongue (11) of the right side free-support formwork block (5) through the right end tongue (10) of the left side free-support formwork block.

2. A masonry formwork structure for a T-shaped structural column in a masonry wall according to claim 1, characterized in that: A left wedge block (14) is fixedly arranged on the rear left outer side elevation of the left free formwork block (4), and a right wedge block (17) is fixedly arranged on the rear right outer side elevation of the right free formwork block (5); a left wedge block insertion wedge groove (16) is arranged on the right end side elevation of the left wall block (15), the rear left outer side elevation of the left free formwork block (4) and the right end side elevation of the left wall block (15) are abutted together, and the left wedge block (14) is inserted into the right end side elevation of the left wall block (15). The right wedge-shaped block (17) is connected to the left wedge-shaped block insertion wedge-shaped groove (16); a right wedge-shaped block insertion wedge-shaped groove (19) is provided on the left end side elevation of the right wall block (18); the rear right outer side elevation of the right side free formwork block (5) is abutted against the left end side elevation of the right wall block (18); and the right wedge-shaped block (17) is inserted into the right wedge-shaped block insertion wedge-shaped groove (19); the front side outer side elevation of the T-shaped cage outline block is abutted against the rear end side elevation of the front wall block (20).

3. The masonry formwork structure of a T-shaped structural column in a masonry wall according to claim 2, characterized in that: The modulus of the hollow T-shaped cage block formed by butting the left-side free formwork block (4) and the right-side free formwork block (5), the modulus of the wall block (15), the modulus of the right wall block (18) and the modulus of the front wall block (20) are the same; the upper and lower adjacent hollow T-shaped cage blocks are all stacked together through the block tongue and groove; and self-compacting concrete is poured in the hollow T-shaped cage that is connected from top to bottom.

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