CN214615426U

CN214615426U - Masonry end constructional column template structure

Info

Publication number: CN214615426U
Application number: CN202120812992.3U
Authority: CN
Inventors: 范明星; 邢大鹏; 刘占; 杜标
Original assignee: China Construction Fifth Engineering Bureau Co Ltd
Current assignee: China Construction Fifth Engineering Bureau Co Ltd
Priority date: 2021-04-20
Filing date: 2021-04-20
Publication date: 2021-11-05
Anticipated expiration: 2031-04-20

Abstract

The utility model discloses a brickwork end constructional column template structure, including the template group, the template group includes two parallel arrangement's side form and connects two the fixed die plate of side form, fixed die plate and two the side form all perpendicular fixed connection, the template group sets up the end position at the brickwork wall, brickwork wall and constructional column all set up between two the side form, the end that two the side form kept away from the fixed die plate all with brickwork wall end face contact, the template group through coupling assembling with the constructional column is connected; the utility model discloses a set up the U type template group, and pass through coupling assembling will template group for the brickwork wall with the constructional column is fixed, thereby guarantees in the work progress the structure and the stable position of template group, construction convenience is swift, and very easily operate to improve construction quality.

Description

Masonry end constructional column template structure

Technical Field

The utility model relates to a brickwork end construction technical field, concretely relates to brickwork end constructional column template structure.

Background

The unrestrained ends of the masonry must be additionally provided with constructional columns, so that the ends of the walls do not have any auxiliary objects, namely the so-called "free ends of the walls". When the wall is built to the tail part, no concrete members (shear walls and columns) are connected, and a constructional column is required to be arranged. Because the framed (framed shear) structural wall masonry is a infill wall, it is unconstrained, that is, it can wobble. It is necessary to perform a tie through the fabrication column.

During specific construction, for the constructional column arranged at the middle end or the joint of the wall body, as the side part of the constructional column is at least provided with 2 wall body structures, when the constructional column is constructed, the template is easily fixed through more than two wall body structures; however, for the construction of the structure at the broken end of the masonry, the side part of the constructional column is only provided with one wall structure, and the corresponding template is easy to cause the quality problem of the building body due to the limited fixed position and the problems of expansion of the formwork, wall penetration, difficult reinforcement and the like.

In view of the above-mentioned drawbacks, the authors of the present invention have finally obtained the present invention through long-term research and practice.

SUMMERY OF THE UTILITY MODEL

For solving the technical defect, the utility model discloses a technical scheme lie in, provide a brickwork end constructional column template structure, including template group, template group includes two parallel arrangement's side form board and connects two the fixed die plate of side form board, fixed die plate and two the equal perpendicular fixed connection of side form board, template group sets up the end position at the brickwork wall, brickwork wall and constructional column all set up two between the side form board, two the side form board is kept away from the fixed die plate the tip all with brickwork wall end face contact, template group through coupling assembling with the constructional column is connected.

Preferably, the template set is made of aluminum alloy plates, and the thickness of the aluminum alloy plates is at least set to be 10 mm.

Preferably, the length of the contact surface between the side form and the masonry wall in cross section is at least 100 mm.

Preferably, the distance between the two side templates is equal to the thickness of the masonry wall.

Preferably, the formwork group is provided with a wall-penetrating screw assembly, the two side formworks are provided with first fixing holes, the two side formworks are provided with the first fixing holes in a one-to-one correspondence manner, and the wall-penetrating screw assembly is arranged corresponding to the first fixing holes to fix the two side formworks.

Preferably, the wall screw assembly includes a first fixing screw and a first fixing nut, a first thread section is arranged at each of two ends of the first fixing screw, the first fixing nut is in threaded connection with the two ends of the first fixing screw through the first thread section, and the two ends of the first fixing screw penetrate through the first fixing hole in the side template respectively, and the first fixing nut is in contact with the end face of the corresponding side template in a fitting manner.

Preferably, the two side templates are arranged between the two first fixing nuts.

The preferred, coupling assembling sets up to two segmentation screw rods, be provided with the second fixed orifices on the fixed die plate, coupling assembling includes second clamping screw, second clamping screw one end is provided with fixed cover, and the other end is provided with the second screw thread section, second clamping screw one end is passed through fixed cover with the reinforcing bar of constructional column is fixed, and the other end passes the second fixed orifices and through second fixation nut with the threaded connection of second screw thread section, second fixation nut with the end surface laminating contact of fixed die plate.

Preferably, the fixed die plate is far away from be provided with fixed card on the terminal surface of brickwork wall, fixed card sets up to rectangle slice spare, and is a plurality of fixed card is followed the vertical range of fixed die plate, and adjacent interval 500mm between the fixed card.

Preferably, the fixing clamping piece is provided with a third fixing hole corresponding to the second fixing hole, and the third fixing hole and the second fixing hole are arranged in a one-to-one correspondence manner.

Compared with the prior art, the beneficial effects of the utility model reside in that: the utility model discloses a set up the U type template group, and pass through coupling assembling will template group for the brickwork wall with the constructional column is fixed, thereby guarantees in the work progress the structure and the stable position of template group, construction convenience is swift, and very easily operate to improve construction quality.

Drawings

FIG. 1 is a structural elevation view of a formwork structure for the masonry end constructional column;

fig. 2 is a structural plan view of the masonry end constructional column formwork structure.

The figures in the drawings represent:

1-side template; 2-fixing the template; 3-masonry walls; 4-constructing a column; 5-a first fixed screw; 6-a first fixing nut; 7-a second fixing screw; 8, fixing a sleeve; 9-a second fixing nut; 10-fixing the card.

Detailed Description

The above and further features and advantages of the present invention will be described in more detail below with reference to the accompanying drawings.

Example one

As shown in fig. 1 and 2, fig. 1 is a structural front view of a formwork structure of the masonry head constructional column; fig. 2 is a structural plan view of the masonry end constructional column formwork structure.

Brickwork end constructional column template structure includes template group, template group includes two parallel arrangement's side form 1 and connects two the fixed die plate 2 of side form 1, fixed die plate 2 and two the equal perpendicular fixed connection of side form 1 to form the U type template group, template group sets up the end position at brickwork wall 3, brickwork wall 3 and constructional column 4 all set up two between the side form 1, two side form 1 is kept away from the tip of fixed die plate 2 all with 3 end face contact of brickwork wall, template group through coupling assembling with constructional column 4 is connected, thereby realizes template group with fixing between the constructional column 4 guarantees in the work progress position and the state stability of template group.

The utility model discloses a set up the U type template group, and pass through coupling assembling will template group for masonry wall 3 with constructional column 4 is fixed, thereby guarantees in the work progress the structure and the stable position of template group, construction convenience is swift, and very easily operate to improve construction quality.

Preferably, the template group is formed by welding or bending an aluminum alloy plate, and the thickness of the aluminum alloy plate is at least set to be 10 mm.

Preferably, the length of the contact surface between the sideforms 1 and the masonry wall 3 in cross section is at least 100 mm.

Generally, the distance between the two sideforms 1 is equal to the thickness of the masonry wall 3.

Example two

The wall-penetrating screw assembly is arranged on the formwork group, the first fixing holes are formed in the side formworks 1, the first fixing holes in the side formworks 1 are in one-to-one correspondence, and the wall-penetrating screw assembly corresponds to the first fixing holes and is used for guaranteeing the shape of the formwork group and avoiding deformation of the expansion die.

Specifically, wear wall screw rod subassembly includes first clamping screw 5 and first fixation nut 6, the both ends of first clamping screw 5 are provided with first screw thread section, two first fixation nut 6 passes through first screw thread section threaded connection is in first clamping screw 5's both ends, two is passed respectively at first clamping screw 5's both ends on the side form board 1 first fixed orifices, and through with first fixation nut 6 and corresponding thereby the contact is fixed two in the terminal surface laminating of side form board 1 distance between the side form board 1.

Typically, both sideforms 1 are disposed between the first fixing nuts 6.

EXAMPLE III

Coupling assembling sets up to two segmentation screw rods, be provided with the second fixed orifices on the fixed die plate 2, coupling assembling includes second clamping screw 7, 7 one end of second clamping screw is provided with fixed cover 8, and the other end is provided with the second screw thread section, 7 one end of second clamping screw passes through fixed cover 8 with the reinforcing bar of constructional column 4 is fixed, and the other end passes the second fixed orifices and through second fixation nut 9 with the threaded connection of second screw thread section realizes fixed die plate 2 with between the constructional column 4, second fixation nut 9 with the terminal surface laminating contact of fixed die plate 2.

Preferably, the fixed template 2 is provided with fixed card 10 on keeping away from the terminal surface of brickwork wall 3, fixed card 10 sets up to the rectangular sheet spare of 10mm thickness, and a plurality of fixed card 10 is along the vertical range of fixed template 2, and adjacent 500mm interval between the fixed card 10, fixed card 10 generally sets up to 200mmx100mmx10 mm.

The fixing clamping piece 10 is provided with a third fixing hole corresponding to the second fixing hole, the third fixing hole and the second fixing hole are arranged in a one-to-one correspondence mode, and the second fixing screw 7 can conveniently and smoothly penetrate through the fixing clamping piece 10. The fixing clamping pieces 10 are used for reinforcing the connecting position of the connecting component corresponding to the fixed template 2 so as to prevent the template group from deviating outwards to cause template expansion.

Preferably, two second fixing holes are provided on the same horizontal plane, so as to ensure that the connection assembly is stable for the connection between the set of formworks and the construction column 4.

The fixing sleeve 8 can be arranged in a circular ring shape so as to be conveniently sleeved on the steel bars of the constructional column 4.

The foregoing is only a preferred embodiment of the present invention, which is illustrative, not limiting. Those skilled in the art will appreciate that many variations, modifications, and equivalents may be made thereto without departing from the spirit and scope of the invention as defined by the appended claims.

Claims

1. The utility model provides a brickwork end constructional column template structure, a serial communication port, including template group, template group includes two parallel arrangement's side form and connects two the fixed die plate of side form, fixed die plate and two the equal perpendicular fixed connection of side form, template group sets up the end position at the brickwork wall, brickwork wall and constructional column all set up two between the side form, two the side form is kept away from the fixed die plate the tip all with brickwork wall end face contact, template group through coupling assembling with the constructional column is connected.

2. A masonry end constructional column formwork structure as defined in claim 1 wherein said set of formwork is made of aluminium alloy sheet, said aluminium alloy sheet being set to a thickness of at least 10 mm.

3. A masonry end constructional column formwork structure as claimed in claim 1, wherein the interface between said sideforms and said masonry walls is at least 100mm in length in cross section.

4. The masonry head construction column formwork structure of claim 1, wherein the dimension of the distance between said sideforms is equal to the thickness dimension of said masonry wall.

5. The masonry end constructional column formwork structure as defined in claim 1, wherein the formwork group is provided with a wall screw assembly, the two side formworks are provided with first fixing holes, the first fixing holes of the two side formworks are arranged in a one-to-one correspondence, and the wall screw assembly is arranged corresponding to the first fixing holes to fix the two side formworks.

6. The masonry end constructional column formwork structure of claim 5, wherein the wall-through screw assembly comprises a first fixing screw and a first fixing nut, wherein first thread sections are arranged at two ends of the first fixing screw, the two first fixing nuts are in threaded connection with two ends of the first fixing screw through the first thread sections, two ends of the first fixing screw respectively penetrate through the first fixing holes in the two side formworks, and the first fixing nut is in contact with the end face of the corresponding side formwork in a fitting manner.

7. The masonry end stud formwork structure of claim 6, wherein both of said sideforms are disposed between two of said first retaining nuts.

8. The masonry end constructional column formwork structure of claim 1, wherein the connecting assembly is provided as a two-segment screw, the fixed formwork is provided with a second fixing hole, the connecting assembly comprises a second fixing screw, one end of the second fixing screw is provided with a fixing sleeve, the other end of the second fixing screw is provided with a second thread segment, one end of the second fixing screw is fixed with the steel bar of the constructional column through the fixing sleeve, the other end of the second fixing screw penetrates through the second fixing hole and is connected with the thread of the second thread segment through a second fixing nut, and the second fixing nut is in contact with the end surface of the fixed formwork.

9. The masonry end constructional column formwork structure of claim 8, wherein the end faces of the fixing formwork remote from the masonry walls are provided with fixing clips, the fixing clips are provided as rectangular sheet-like members, and a plurality of the fixing clips are vertically arranged along the fixing formwork.

10. The masonry end stud template structure of claim 9, wherein the securing tabs are provided with third securing holes corresponding to the second securing holes, the third securing holes being in one-to-one correspondence with the second securing holes.