CN210483029U - Quick reinforced structure of large-scale frame post typical forms - Google Patents

Abstract

The utility model discloses a rapid reinforcing structure for a large frame column shaping template, which comprises a main keel and a secondary keel; the four main keels are clamped in sequence, and the cross sections of the four main keels are of rectangular structures; the four secondary keels are clamped in sequence, and the cross sections of the four secondary keels are of rectangular structures; the secondary keel is positioned on the inner side of the main keel. The utility model discloses in, this quick reinforced structure of frame post typical forms adopts secondary joist integral type template, the whole rigidity of template reinforcing system has been increased, the ann that has reduced the secondary joist wood beam purlin simultaneously tears open and the damage of in-process, the loss of wood purlin and template has been reduced, the utilization ratio of wood purlin has been improved, need not to set up the counter-pull screw rod on the frame post, also need not to set up the screw hole, also need not drilling in the template, more traditional construction process has reduced the use amount of spool, the damage of template has been reduced, the turnover number of times of template has been increased, and the later stage need not to carry out the shutoff to the post body screw hole, repair.

Description

Quick reinforced structure of large-scale frame post typical forms

Technical Field

The utility model relates to a building frame post location reinforcement technical field especially relates to a quick reinforced structure of large-scale frame post typical forms.

Background

In the high-speed urbanization process, city skylines are continuously drawn again, a brand-new high-rise building is pulled out, the high-rise building and the super high-rise building can relieve the shortage of land for large and medium cities, the maximum economic benefit is exerted by using a limited 'gold section', the section of a frame column in a structural system of a high-rise building, a super high-rise building, a large factory building and the like which utilize space for components is large, the column height is high, a common steel pipe is matched with a system reinforced by a pair of pulling screws by a support die, the reinforcing mode has higher labor cost, the pulling screws are required to be corrected and screwed for many times in the woodworking reinforcing process, the reinforcing workload is large, the phenomena of screw breakage, mold expansion and the like are easy to occur due to a concrete pouring mode and the like in the concrete pouring process, a hole needs to be punched on a template according to the traditional reinforcing pulling screw reinforcing mode, a sleeve needs to be penetrated in the column, thereby increased the template loss, and it is higher to drawing the screw rod spoilage, is unfavorable for the installation operation to use.

SUMMERY OF THE UTILITY MODEL

The utility model aims at solving the defects existing in the prior art and providing a large frame column shaping template rapid reinforcing structure.

In order to achieve the above purpose, the utility model adopts the following technical scheme: a large-scale frame post typical forms rapid reinforcement structure, including, main joist and secondary joist;

the four main keels are in a group, the four main keels are sequentially clamped, and the cross sections of the four main keels are of rectangular structures;

the four secondary keels are in a group and are sequentially clamped, and the cross sections of the four secondary keels are of rectangular structures;

the secondary keel is positioned on the inner side of the main keel.

As a further description of the above technical solution:

the main joist comprises fastening cardboard, through-hole, fixed pin and the hook of buckling, and wherein, the through-hole parallel is seted up and is being fastened the cardboard and follow the ascending one end of length direction, and the hook setting of buckling is at the other end of fastening the cardboard.

As a further description of the above technical solution:

the fixing pin is of a wedge-shaped structure, the fixing pin penetrates through the inner wall embedded in the through hole, and the diameter of the lower end of the fixing pin after connection is smaller than that of the upper end of the fixing pin.

As a further description of the above technical solution:

the secondary keel is composed of a cushion block and a wood balk, wherein the cushion block is arranged on the outer wall of the wood balk in parallel.

As a further description of the above technical solution:

the cushion block is of a two-section structure, the outer side of the cushion block is a rectangular clamping cushion, the inner side of the cushion block is a rectangular clamping block, and the clamping block is embedded on the wood balk.

As a further description of the above technical solution:

the quantity of main joist is the multiunit, the multiunit be parallel equidistance structural distribution between the main joist.

Advantageous effects

The utility model provides a quick reinforced structure of large-scale frame post typical forms. The method has the following beneficial effects:

(1): this quick reinforced structure of frame post typical forms adopts secondary joist integral type template, has increased the bulk rigidity of template reinforcing system, has improved the installation effectiveness of post template, has reduced the ann of secondary joist wood tree purlin simultaneously and has torn open and the damage of in-process, has reduced the loss of wood tree purlin and template, has improved the utilization ratio of wood tree purlin.

(2): this quick reinforced structure of frame post typical forms need not to set up on the frame post and to drawing the screw rod, also need not to set up the screw hole, also need not to drill on the template, has reduced the use amount of spool than traditional construction process, has reduced the damage of template, has increased the turnover number of times of template, and the later stage need not to carry out shutoff, repair to the column body screw hole.

(3): compared with the common steel pipe and channel steel reinforcing method, the frame column shaping template rapid reinforcing structure is more convenient to install and disassemble, is simpler to operate, improves the labor efficiency, effectively shortens the material turnover time, and effectively ensures the section size and the perpendicularity of the frame column by matching with the higher rigidity of the secondary keel integrated template, thereby ensuring the forming quality of the frame column to be greatly improved.

Drawings

Fig. 1 is a schematic cross-sectional structure view of a rapid reinforcing structure of a large frame column forming template provided by the utility model;

fig. 2 is a schematic view of a vertical cross-sectional structure in the present invention;

fig. 3 is a schematic top view of the main keel according to the present invention;

fig. 4 is a schematic side view of the main keel of the present invention;

fig. 5 is a schematic top view of the secondary keel of the present invention;

fig. 6 is the local structure schematic diagram of the junction of the main keel and the secondary keel in the utility model.

Illustration of the drawings:

1. a main keel; 11. fastening a clamping plate; 12. a through hole; 13. a fixing pin; 14. a bending hook; 2. a secondary keel; 21. cushion blocks; 22. wood purlin.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.

As shown in fig. 1 and 2, a large frame column shaping template rapid reinforcing structure comprises a main keel 1 and a secondary keel 2;

the four main keels 1 are in a group, the four main keels 1 are sequentially clamped, and the cross sections of the four main keels 1 are rectangular;

the four secondary keels 2 are in a group, the four secondary keels 2 are sequentially clamped, and the cross sections of the four secondary keels 2 are of rectangular structures;

the secondary joist 2 is located the inboard of main joist 1, and the quantity of main joist 1 is the multiunit, is parallel equidistance structural distribution between the multiunit main joist 1.

As shown in fig. 3 and 4, the main keel 1 is composed of a fastening clamping plate 11, a through hole 12, a fixing pin 13 and a bending hook 14, wherein the through hole 12 is arranged at one end of the fastening clamping plate 11 in parallel and along the length direction, the bending hook 14 is arranged at the other end of the fastening clamping plate 11, the bending hook 14 can clamp and fix the outer wall of the other fastening clamping plate 11 clamped in the bending hook 14, the fastening clamping plate 11 at the adjacent connection position is ensured to be in an accurate and stable connection state, and the phenomenon of shaking cannot occur.

As shown in fig. 6, the fixing pin 13 is the wedge structure, the fixing pin 13 runs through to inlay and establishes the inner wall at through-hole 12, the lower extreme diameter after the fixing pin 13 is connected is less than the upper end diameter, the fixing pin 13 of wedge structure can run through the joint in through-hole 12, play the fixed effect of centre gripping to the adjacent fastening cardboard 11 of 14 joints of the hook of buckling, prevent that the fastening cardboard 11 from taking place not hard up the phenomenon that drops even, also conveniently carry out dismouting operation to main joist 1 simultaneously.

As shown in fig. 5, the secondary keel 2 is composed of a cushion block 21 and a wood purlin 22, wherein the cushion block 21 is arranged on the outer wall of the wood purlin 22 in parallel, the cushion block 21 is of a two-segment structure, the outer side of the cushion block is a rectangular clamping pad, the inner side of the cushion block is a rectangular clamping block, the clamping block is embedded in the wood purlin 22, the secondary keel 2 adopts an integrated template, the overall rigidity of a template reinforcing system is increased, the installation efficiency of a column template is improved, meanwhile, the damage to the secondary keel 2 in the process of assembling and disassembling the wood purlin 22 is reduced, the losses of the wood purlin 22 and the template are reduced, and the utilization rate of the wood purlin 22 is.

The working principle is as follows: at first be four secondary joist 2 and be the rectangle structure and prevent four outer walls at the frame post, make secondary joist 2 and the outer wall contact laminating of frame post, this moment according to the specific height of frame, select the main joist 1 of suitable quantity, and four main joists 1 are a set of, it cup joints the outer wall at secondary joist 2 to be equidistance parallel structure, the fastening cardboard 11 and the 14 joints of hook of buckling of main joist 1 are gone up to the adjacent position, and fixed pin 13 through the wedge structure runs through in the through-hole 12 and fixes, realize main joist 1 and secondary joist 2 and consolidate the effect to the whole of frame post.

In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.

The above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.

Claims (6)

1. A large-scale frame post design template rapid reinforcement structure is characterized by comprising a main keel (1) and a secondary keel (2);

the four main keels (1) are in a group, the four main keels (1) are sequentially clamped, and the cross sections of the four main keels (1) are of rectangular structures;

the four secondary keels (2) are in a group, the four secondary keels (2) are sequentially clamped, and the cross sections of the four secondary keels (2) are of rectangular structures;

the secondary keel (2) is positioned on the inner side of the main keel (1).

2. The large frame column sizing formwork rapid reinforcing structure as claimed in claim 1, wherein the main keel (1) is composed of a fastening clamping plate (11), a through hole (12), a fixing pin (13) and a bending hook (14), wherein the through hole (12) is formed in the fastening clamping plate (11) in parallel at one end in the length direction, and the bending hook (14) is formed at the other end of the fastening clamping plate (11).

3. The large-scale frame post sizing die plate rapid reinforcing structure according to claim 2, characterized in that the fixing pin (13) is a wedge-shaped structure, the fixing pin (13) is embedded through the inner wall of the through hole (12), and the diameter of the connected lower end of the fixing pin (13) is smaller than that of the upper end.

4. The large-scale frame post sizing formwork rapid reinforcing structure according to claim 1, wherein the secondary joist (2) is composed of a cushion block (21) and a wood purlin (22), wherein the cushion block (21) is arranged on the outer wall of the wood purlin (22) in parallel.

5. The rapid reinforcing structure for the large frame column sizing template according to claim 4, wherein the cushion block (21) is a two-segment structure, the outer side of the cushion block is a rectangular clamping pad, the inner side of the cushion block is a rectangular clamping block, and the clamping block is embedded in a wood column (22).

6. The large-scale frame column forming template rapid reinforcing structure according to claim 1, characterized in that the number of the main keels (1) is multiple groups, and the multiple groups of the main keels (1) are distributed in a parallel equidistant structure.

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