CN217028082U - Novel constructional column horn mouth regularization device - Google Patents
Novel constructional column horn mouth regularization device Download PDFInfo
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- CN217028082U CN217028082U CN202220547587.8U CN202220547587U CN217028082U CN 217028082 U CN217028082 U CN 217028082U CN 202220547587 U CN202220547587 U CN 202220547587U CN 217028082 U CN217028082 U CN 217028082U
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Abstract
The utility model discloses a novel constructional column bell mouth forming device which comprises a steel plate assembly, a supporting assembly and a split assembly. The utility model has the beneficial effects that: the movable steel plate is rotatably connected with the front mould steel plate through the connecting rotating shaft, and equilateral angle steel plates are welded on two sides of the front mould steel plate, so that when the movable steel plate is in an inclined state, a horn mouth shape is formed, and concrete can be poured conveniently; all offer the bar groove that is used for passing split screw on back of body mould steel sheet, front mould steel sheet and the activity steel sheet, can be convenient for carry out the split connection, simultaneously when adjusting nut screws, can make the activity steel sheet push away to parallel with the wall, and then can push away the concrete of horn mouth department to with the wall body with wide, need not to solidify the form removal back at the concrete, at the concrete excision of horn mouth department salient, avoid causing the waste of material.
Description
Technical Field
The utility model relates to a constructional column shaping device, in particular to a novel constructional column bell mouth shaping device, and belongs to the technical field of building construction.
Background
Due to the fact that the wall is too long, the shock resistance is poor, the stability is insufficient, and in addition, due to the influences of unstable environment temperature, shrinkage of masonry materials and the like, the filler wall serving as a non-bearing component of the frame structure is prone to having wall cracks, the appearance quality and normal use of a building are influenced, and even serious disasters such as wall collapse and the like occur under the action of an earthquake. According to the relevant earthquake damage survey data, displaying: the infilled wall of the frame structure is seriously damaged in the earthquake process, cracks appear at 7 degrees generally, and most of the infilled wall above 9 degrees collapses. China 'building earthquake-resistant design Specification' GB50011-2010 stipulates: when the wall length of the masonry infilled wall in the reinforced concrete structure exceeds 8m or the storey height is 2 times, a reinforced concrete constructional column [1] is preferably arranged, and the masonry structure design specification GB50003-2011 stipulates: when the length of the filler wall exceeds 5m or the wall length is more than 2 times of the layer height, the wall top and the beam are preferably provided with a pulling measure, and the middle part of the wall body is additionally provided with a constructional column (2). Therefore, the arrangement of the constructional columns can obviously enhance the anti-seismic performance and stability of the filler wall and avoid cracking of the wall body.
The constructional column is used as a part of the whole filling wall, construction quality is often not effectively controlled due to the influence of factors in all aspects in the construction process, engineering quality problems such as expansion die and slurry leakage occur, the effects of ensuring the integral stability of the filling wall and preventing the wall body of the filling wall by the constructional column are weakened, potential quality hazards are left for buildings, and the safety and reliability of the buildings are reduced. At present, the research on constructional columns abroad is mostly concentrated on the aspect of construction operation methods, construction measures are mainly taken to prevent and treat quality problems of slurry leakage, rib exposure, pitted surface, root breaking, fault and the like in the construction of the constructional columns, and little people are involved in the research for fundamentally changing the traditional method of the constructional columns.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the problems and provide a novel structural column bell mouth sizing device.
The utility model realizes the purpose through the following technical scheme: a novel structural column bell mouth shaping device comprises
The steel plate assembly is positioned on the front surface and the rear surface of the filler wall to form a pouring external template structure and comprises a back template steel plate attached to the back side surface of the filler wall and a front template steel plate attached to the front side surface of the filler wall, and the upper end of the front template steel plate is connected with a movable steel plate;
the supporting assembly is arranged on the outer side of the steel plate assembly and used for supporting the steel plate assembly, and comprises square timbers which are vertically arranged and supporting steel pipes which are horizontally attached to the outer sides of the square timbers;
the split component is used for splitting the supporting component on the front side and the rear side, and further fixing the steel plate component, and comprises a split screw rod and a sleeve, wherein the split screw rod penetrates through the steel plate component in a horizontal shape, the sleeve is arranged on the split screw rod body and is used for clamping a clamping piece placed on the outer side of a supporting steel pipe, a fastening nut is connected to the split screw rod of the back die steel plate and the front die steel plate in a threaded meshing mode, and an adjusting nut is connected to the split screw rod of the back die steel plate and the movable steel plate in a threaded meshing mode.
As a still further scheme of the utility model: the movable steel plate is rotatably connected with the front mould steel plate through a connecting rotating shaft, and equilateral angle steel plates are welded on two sides of the front mould steel plate.
As a still further scheme of the utility model: the square timber and the supporting steel pipe are respectively arranged on the outer side surfaces of the back mould steel plate and the front mould steel plate, and the supporting steel pipes are respectively positioned on the upper side and the lower side of the counter-pulling screw rod.
As a still further scheme of the utility model: and strip-shaped grooves used for penetrating the counter-pulling screw rods are formed in the back die steel plate, the front die steel plate and the movable steel plate.
As a still further scheme of the utility model: the opposite-pulling screw rod body penetrating through the movable steel plate is also sleeved with a trapezoidal soft cushion positioned outside the movable steel plate.
As a still further scheme of the utility model: the back mould steel plate, the front mould steel plate and the movable steel plate are all made by cutting cm-thick steel plates.
The beneficial effects of the utility model are:
1. the movable steel plate is rotatably connected with the front mould steel plate through the connecting rotating shaft, and equilateral angle steel plates are welded on two sides of the front mould steel plate, so that when the movable steel plate is in an inclined state, a horn mouth shape is formed, and concrete can be poured conveniently;
2. the back mould steel plate, the front mould steel plate and the movable steel plate are respectively provided with a strip-shaped groove for penetrating through the split screw rod, so that split connection can be conveniently carried out, meanwhile, when the adjusting nut is screwed, the movable steel plate can be pushed to be parallel to the wall surface, and further, the concrete at the bell mouth can be pushed to be as wide as the wall body, and the protruding concrete at the bell mouth is not required to be cut after the concrete is solidified and demoulded, so that the waste of materials is avoided;
3. the secondary formwork support is avoided, the construction coordination optimization of the frame filling wall and the constructional column is guaranteed, the post-cast concrete quality and the construction safety of the top of the constructional column of the frame filling wall are guaranteed, the material waste is reduced, the development of the construction technology of the constructional column of the frame filling wall is effectively promoted, and the construction technology is better applied to high-rise and super high-rise buildings.
Drawings
FIG. 1 is a schematic view of the external structure of the present invention;
FIG. 2 is a schematic cross-sectional view of the present invention;
FIG. 3 is a schematic front view of the present invention.
In the figure: 1. back mould steel sheet, 2, front mould steel sheet, 3, activity steel sheet, 4, connection pivot, 5, equilateral angle steel sheet, 6, square timber, 7, to drawing the screw rod, 8, support steel pipe, 9, buckle piece, 10, fastening nut, 11, trapezoidal cushion, 12, adjusting nut, 13, bar groove.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Example one
Referring to FIGS. 1 to 3, a novel structural column flare forming device includes
The steel plate assembly is positioned on the front surface and the rear surface of the filler wall to form a pouring external template structure and comprises a back template steel plate 1 attached to the back side surface of the filler wall and a front template steel plate 2 attached to the front side surface of the filler wall, and the upper end of the front template steel plate 2 is connected with a movable steel plate 3;
the supporting assembly is arranged on the outer side of the steel plate assembly and used for supporting the steel plate assembly, and comprises square timbers 6 which are vertically arranged and supporting steel pipes 8 which are horizontally attached to the outer sides of the square timbers 6;
the split assembly is used for splitting the supporting assembly on the front side and the rear side, and then fixing the steel plate assembly, and comprises a split screw 7 and a sleeve which are horizontal and penetrate through the steel plate assembly, a buckling piece 9 is arranged on the rod body of the split screw 7 and used for clamping and placing the steel pipe 8, wherein the back die steel plate 1 and the front die steel plate 2 are penetrated through, fastening nuts 10 are connected to the split screw 7 in a threaded meshing mode, and the back die steel plate 1 and the movable steel plate 3 are penetrated through, and adjusting nuts 12 are connected to the split screw 7 in a threaded meshing mode.
In the embodiment of the utility model, the movable steel plate 3 is rotatably connected with the front mould steel plate 2 through the connecting rotating shaft 4, and the equilateral angle steel plates 5 are welded on two sides of the front mould steel plate 2, so that when the movable steel plate 3 is in an inclined state, a bell mouth shape is formed, and concrete can be poured conveniently.
In the embodiment of the utility model, two square timbers 6 and two support steel pipes 8 are respectively arranged on the outer side surfaces of the back form steel plate 1 and the front form steel plate 2, and the support steel pipes 8 are respectively positioned on the upper side and the lower side of the opposite-pulling screw 7, so that the back form steel plate 1 and the front form steel plate 2 can be supported, and further, the back form steel plate 1 and the front form steel plate 2 can be uniformly stressed during opposite pulling.
In the embodiment of the utility model, the back mould steel plate 1, the front mould steel plate 2 and the movable steel plate 3 are respectively provided with the strip-shaped groove 13 for penetrating through the counter-pull screw 7, so that counter-pull connection can be conveniently carried out, and meanwhile, when the adjusting nut 12 is screwed, the movable steel plate 3 can be pushed to be parallel to a wall surface, so that concrete at the bell mouth can be pushed to be as wide as the wall body, and the protruding concrete at the bell mouth is not required to be cut off after the concrete is solidified and demoulded, thereby avoiding waste of materials.
Example two
Referring to FIGS. 1 to 3, a novel structural column flare forming device includes
The steel plate assembly is positioned on the front surface and the rear surface of the filler wall to form a pouring external template structure and comprises a back template steel plate 1 attached to the back side surface of the filler wall and a front template steel plate 2 attached to the front side surface of the filler wall, and the upper end of the front template steel plate 2 is connected with a movable steel plate 3;
the supporting assembly is arranged on the outer side of the steel plate assembly and used for supporting the steel plate assembly, and comprises square timbers 6 which are vertically arranged and supporting steel pipes 8 which are horizontally attached to the outer sides of the square timbers 6;
the split assembly is used for splitting the supporting assembly on the front side and the rear side, and then fixing the steel plate assembly, and comprises a split screw 7 and a sleeve which are horizontal and penetrate through the steel plate assembly, a buckling piece 9 is arranged on the rod body of the split screw 7 and used for clamping and placing the steel pipe 8, wherein the back die steel plate 1 and the front die steel plate 2 are penetrated through, fastening nuts 10 are connected to the split screw 7 in a threaded meshing mode, and the back die steel plate 1 and the movable steel plate 3 are penetrated through, and adjusting nuts 12 are connected to the split screw 7 in a threaded meshing mode.
In the embodiment of the utility model, the body of the counter-pull screw 7 penetrating through the movable steel plate 3 is also sleeved with the trapezoidal soft cushion 11 positioned outside the movable steel plate 3, and when the adjusting nut 12 is screwed, the movable steel plate 3 is pushed by the trapezoidal soft cushion 11, so that the operation and the use are convenient.
In the embodiment of the utility model, the back die steel plate 1, the front die steel plate 2 and the movable steel plate 3 are all made by cutting steel plates with the thickness of 3cm, have stronger hardness and are not easy to deform, so that the construction quality is effectively controlled, and the engineering quality problems of die expansion, slurry leakage and the like are avoided.
The working principle is as follows: at first be in the slope form with activity steel sheet 3, form the horn mouth form with the equilateral angle steel sheet 5 of both sides, and then be convenient for pour the concrete, after concrete placement to the upper end, also have some concrete in the horn mouth this moment, through screwing adjusting nut 12, can make activity steel sheet 3 push away to parallel with the wall, and then can push away the concrete of horn mouth department to with the wall body with wide, need not after the concrete sets the form removal, at the outstanding concrete excision of horn mouth department, avoid causing the waste of material.
It will be evident to those skilled in the art that the utility model is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential attributes thereof. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the utility model being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present specification describes embodiments, not every embodiment includes only a single embodiment, and such description is for clarity purposes only, and it is to be understood that all embodiments may be combined as appropriate by one of ordinary skill in the art to form other embodiments as will be apparent to those of skill in the art from the description herein.
Claims (6)
1. The utility model provides a novel constructional column horn mouth regularization device which characterized in that: comprises that
The steel plate assembly is positioned on the front surface and the rear surface of the filler wall to form a pouring external template structure and comprises a back template steel plate (1) attached to the back side surface of the filler wall and a front template steel plate (2) attached to the front side surface of the filler wall, and the upper end of the front template steel plate (2) is connected with a movable steel plate (3);
the supporting assembly is arranged on the outer side of the steel plate assembly and used for supporting the steel plate assembly, and comprises a square timber (6) which is vertically arranged and a supporting steel pipe (8) which is horizontally attached to the outer side of the square timber (6);
the split type steel plate fixing device comprises a split component, wherein the split component is used for splitting a supporting component on the front side and the rear side, and further fixing a steel plate component, and comprises a split screw (7) and a sleeve which are horizontal and penetrate through the steel plate component, and a buckling piece (9) which is arranged on the rod body of the split screw (7) and used for being clamped and placed on the outer side of a supporting steel pipe (8) is arranged on the rod body of the split screw (7), wherein the split type steel plate fixing device penetrates through a fastening nut (10) in a threaded meshing mode on the split screw (7) of a back die steel plate (1) and a front die steel plate (2), and the split type steel plate fixing device penetrates through the back die steel plate (1) and a movable steel plate (3) and is connected with an adjusting nut (12) in a threaded meshing mode on the split screw (7).
2. The novel constructional column bell-mouth regularization device according to claim 1, characterized in that: the movable steel plate (3) is rotatably connected with the front die steel plate (2) through a connecting rotating shaft (4), and equilateral angle steel plates (5) are welded on two sides of the front die steel plate (2).
3. The novel constructional column bell-mouth regularization device according to claim 1, characterized in that: the square timber (6) and the support steel pipe (8) are arranged on the outer side surfaces of the back mould steel plate (1) and the front mould steel plate (2) respectively, and the support steel pipe (8) is located on the upper side and the lower side of the counter-pull screw rod (7) respectively.
4. The novel constructional column flare finalizing device as claimed in claim 1, wherein: and strip-shaped grooves (13) used for penetrating through the counter-pulling screw rods (7) are formed in the back die steel plate (1), the front die steel plate (2) and the movable steel plate (3).
5. The novel constructional column bell-mouth regularization device according to claim 1, characterized in that: the body of the counter-pull screw rod (7) which penetrates through the movable steel plate (3) is also sleeved with a trapezoidal soft cushion (11) which is positioned outside the movable steel plate (3).
6. The novel constructional column flare finalizing device as claimed in claim 1, wherein: the back die steel plate (1), the front die steel plate (2) and the movable steel plate (3) are all made by cutting steel plates with the thickness of 3 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220547587.8U CN217028082U (en) | 2022-03-14 | 2022-03-14 | Novel constructional column horn mouth regularization device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202220547587.8U CN217028082U (en) | 2022-03-14 | 2022-03-14 | Novel constructional column horn mouth regularization device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN217028082U true CN217028082U (en) | 2022-07-22 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202220547587.8U Active CN217028082U (en) | 2022-03-14 | 2022-03-14 | Novel constructional column horn mouth regularization device |
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| Country | Link |
|---|---|
| CN (1) | CN217028082U (en) |
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- 2022-03-14 CN CN202220547587.8U patent/CN217028082U/en active Active
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