CN108839213B

CN108839213B - Processing method of concrete column mold structure

Info

Publication number: CN108839213B
Application number: CN201810656307.5A
Authority: CN
Inventors: 潘春光
Original assignee: Individual
Current assignee: Individual
Priority date: 2018-06-24
Filing date: 2018-06-24
Publication date: 2020-07-10
Anticipated expiration: 2038-06-24
Also published as: CN108839213A

Abstract

The invention relates to the technical field of concrete molds, in particular to a processing method of a concrete column mold structure, which is characterized by comprising the following steps: (1) blanking each part according to a design drawing; (2) assembling a support frame; (3) prefabricating a bottom template; (4) prefabricating a bottom-type template; (5) prefabricating a side plate template; (6) prefabricating a top-type template; (7) and (6) assembling. The invention has the characteristics of rapid preparation of each part in the mold structure, simplified processing technology, convenient and rapid manufacture and the like.

Description

Processing method of concrete column mold structure

Technical Field

The invention relates to the technical field of concrete moulds, in particular to a processing method of a concrete column mould structure.

Background

With the continuous development of the construction industry, the application of concrete is more and more popular, and meanwhile, the manufacturing mold of concrete is also correspondingly developed, and the concrete mold is mainly used for pouring and forming concrete.

However, the whole die cannot be disassembled, and the formed blank is fluffy in texture and difficult to take out, so that the concrete block is easily damaged.

The Chinese patent documents related to the search include the following:

1. chinese patent No. 201521028119.6< utility model name > a concrete mould < abstract > the utility model discloses a concrete mould, which comprises a box body with an opening at one side and a contraction device positioned in the box body, wherein a pair of opposite side walls of the box body are provided with grooves, the other pair of opposite side walls are smooth surfaces, the contraction device comprises a pressing plate, and two sides of the pressing plate are convex and matched with the grooves; the pressure plate is matched with different grooves to control the distance between the pressure plate and the side wall without the groove; when adjusting the size of concrete mold, only need to make the clamp plate vertically put into the box, because of being provided with the arch on the both sides of clamp plate, can insert the combination with the dentate arch on the box inner wall, the dentate arch equidistance of box is arranged on its inner wall, is formed with the recess between dentate arch and the dentate arch, makes things convenient for the bellied of clamp plate to insert, can adjust the inside size of box through making the clamp plate arch insert different recesses, and concrete placement just can be restricted the size in concrete mold this moment.

2. The utility model discloses a concrete mould, which comprises a box body and a movable device on the box body, wherein the box body is provided with a hole, the movable device comprises a push plate which is vertically arranged in the box body and can move and a push rod which is movably connected with the push plate and passes through the hole to the outside of the box body, the push plate is provided with a groove, the connecting end of the push rod and the push plate is provided with a rotating head embedded in the groove, and the push rod is in threaded connection with the hole; wherein, the position of the push plate in the box body can be changed by rotating the push rod; when needs carry out size adjustment to the concrete piece, only need through the push pedal inside the box carry out size adjustment to the inner space of concrete mold box can.

3. Chinese patent < application No. >201721159258.1< utility model name > a precast concrete casting mould < abstract > the utility model discloses a precast concrete casting mould, its technical scheme main points are including pouring platform, die block and the side form of setting in the die block both sides, be provided with the taut subassembly with the two between two side form tops, be provided with the joint subassembly of fixing taut subassembly and side form between taut subassembly and the side form, be provided with between side form bottom and the pouring platform and support tight subassembly, support tight subassembly and provide the side form and compress tightly the tight power of supporting on the die block lateral wall, support tight subassembly and be provided with at least two sets ofly and use the base to set up as central symmetry, reach the effect that improves mould stability.

As can be seen from the above-mentioned published documents, the fabricated precast concrete has a single structure and yet needs to have improved strength, and the fabricated precast concrete has a single use and no specific processing method is disclosed; in order to overcome these defects, innovations in the technology of the existing concrete mold are required.

Disclosure of Invention

The invention aims to provide a processing method of a concrete column mould structure, aiming at the defects of the prior art.

In order to achieve the above object of the present invention, the technical solution adopted is as follows:

a method of processing a concrete column mold construction, the method comprising the steps of:

(1) blanking each part according to a design drawing;

(2) assembling a support frame, and installing and connecting the sections which are subjected to blanking;

(3) prefabricating a bottom template, namely stamping and forming a material plate of the bottom template by a stamping machine at one time, wherein the section of the stamped material plate is in an inverted trapezoid shape;

(4) prefabricating a bottom template, punching one side of a material plate of the bottom template into a notch by a punching machine, and bending one side punched with the notch by a bending machine, wherein the bending angle is 30-60 degrees;

(5) prefabricating a side plate template, bending one side of a material plate of the side plate template through a bending machine, wherein the bending angle corresponds to the bending angle of the bottom template, and the bending angle is 30-60 degrees;

(6) prefabricating a top section template, manufacturing an arc-shaped material plate by the material plate through an arc-shaped bending machine, and cutting an arc-shaped plate with a certain length on the arc-shaped material plate according to the design height of the top section template; secondly, bending the material plate of the boss to be in an arc shape by using an arc bending machine, and cutting off a boss arc plate with the length equal to that of the arc plate from the bent boss material plate; then the boss arc-shaped plates are arranged on the arc-shaped plates, and finally the arc-shaped plates are connected in pairs, and connecting clamping plates are arranged on the arc-shaped plates positioned at the outer sides of the two ends;

(7) assembling, namely arranging bottom templates on a support frame side by side, respectively installing positioning corner connectors at two ends of the support frame, and installing supporting and jacking members at the side edges of the support frame; and (3) installing a bottom template at one end of the support frame, connecting and fixing the bottom template with the positioning angle code bolt, then installing a top template at the other end of the support frame, connecting and fixing the top template with the positioning angle code bolt at the end, then installing an intermediate template, and inserting the intermediate template into a reserved gap between every two bottom templates to obtain the concrete column mold structure.

The bottom template is provided with a through hole, and the through hole is connected with the cylinder in a matching manner.

The top of the concrete column manufactured by the mold structure is in an arc shape, a U-shaped groove is prefabricated in the middle of the top, and pipe holes are prefabricated below the U-shaped groove; and a steel bar support is arranged in the concrete column.

The middle template is of a Y-shaped structure and is arranged between every two bottom templates, so that the effect of taking account of the bottom templates on two sides is realized; the middle template, the bottom template and the side template are combined to form a hexahedral stand column, so that the inward extrusion effect on the poured concrete is realized, the poured concrete is more compact, and the impact resistance and the extrusion capacity of the concrete are improved.

Compared with the prior art, the invention has prominent substantive characteristics and remarkable progress:

1. the invention can quickly prefabricate each part and quickly assemble each part, the processing technology of each part is simplified, and the processing speed is high; can realize large-scale production.

2. The invention can quickly pour the mould structure of the precast concrete column, the mould structure is quickly and conveniently assembled, the used parts are few, and the material can be saved; all the parts are stably and firmly connected, and the bottom template, the middle template and the side template are combined, so that right angles of all sides of the concrete column can be eliminated.

3. The middle template is of a Y-shaped structure and is arranged between every two bottom templates, so that the effect of taking both the bottom templates at two sides into consideration is realized; the middle template, the bottom template and the side template are combined to form a hexahedral stand column, so that the inward extrusion effect on the poured concrete is realized, the poured concrete is more compact, and the impact resistance and the extrusion capacity of the concrete are improved.

4. The cross section of the bottom template is in the shape of an inverted trapezoid, so that the bottom template can play a role in guiding a concrete column during demoulding and can be quickly demoulded; the phenomenon of seizure between the concrete column and the bottom template can be effectively avoided.

5. The top template is composed of a plurality of arc plates, and the arc plates are provided with semi-cylindrical bosses; the arc-shaped plate can enable the concrete column on the end face to realize arc transition, and a foundation is made for protecting materials mounted on the end; the lug boss can realize that a groove appears on the concrete column at the end, namely a U-shaped groove, and can provide a support function for a support piece arranged on the end.

6. The upper section of the bottom template is bent, the bending angle is 30-60 degrees, and the bent part is provided with a notch, so that the outward extending end of the handle can be conveniently inserted or separated after being bent.

7. The concrete column manufactured by the mold structure is suitable for being used for building a rain shed or a sunshade shed as a column support in an orchard, a vegetable garden or a temporary place, and can also be used as an independent support function; and a steel bar support is arranged in the concrete column, and the steel bar support can effectively enhance the strength of the concrete column and greatly improve the impact resistance and the extrusion capacity.

Drawings

FIG. 1 is a schematic structural view of a mold structure made by a method of fabricating a concrete column mold structure according to the present invention;

FIG. 2 is a fragmentary schematic view of the structure of FIG. 1;

FIG. 3 is a schematic view of the construction of the unmounted roof form;

FIG. 4 is a fragmentary structural schematic of FIG. 3;

FIG. 5 is a schematic view of the structure of an intermediate template;

FIG. 6 is a schematic structural view of a bottom template;

FIG. 7 is a schematic view of the bottom plate and cylinder assembly;

FIG. 8 is a schematic structural view of a concrete column;

FIG. 9 is a schematic structural view of a bottom form;

FIG. 10 is a schematic view of the structure of the side form;

the serial numbers and component names in the figures are: 1-support frame, 2-top template, 3-boss, 4-handle, 5-positioning corner connector, 6-side template, 7-bottom template, 8-middle template, 9-bottom template, 10-notch, 11-fourth through hole, 12-top piece, 13-third through hole, 14-second through hole, 15-first through hole, 16-cylinder, 17-U-shaped groove, 18-column fixing hole, 19-water fertilizer pipe reserved hole, 20-leaf fertilizer pipe reserved hole and 21-construction hole.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings.

(1) blanking each part according to a design drawing;

When the precast concrete column is constructed by adopting a concrete column mould, a release agent is sprayed on the inner walls of the bottom template, the middle template, the bottom template and the top template or a plastic film is paved on the inner walls of the bottom template, the middle template, the bottom template and the top template; this can facilitate de-moulding of the concrete column.

As shown in fig. 1 to 10, the mold structure includes a support frame 1, a top mold plate 2, side mold plates 6, a bottom mold plate 7, a middle mold plate 8, and a bottom mold plate 9; bottom formworks 7 are arranged on the support frame 1 side by side, middle formworks 8 are arranged between every two bottom formworks 7, side formworks 6 are arranged on the bottom formworks 7 positioned on the two side edges of the support frame 1, and a top formwork 2 and a bottom formwork 9 are respectively arranged at the two ends of the bottom formworks; the concrete column cast by the mould structure is suitable for being used for supporting a stand column, such as a rain shed or a sunshade shed which is applied to an orchard, a vegetable garden or a temporary place and is used as the stand column support.

Handles 4 are arranged at two ends of the side templates 6 and the middle template 8, the handles 4 are connected with the top template 2 and the bottom template 9 at corresponding ends, U-shaped notches 10 are arranged at the upper sections of the bottom template 9 and the top template 2, and the notches 10 are connected with one ends of the handles 4 extending outwards in a matched mode, so that the swing of the middle template 8 can be limited, and the stress capacity of the bottom template 9 and the top template 2 can be improved; and the upper segment of end type template 9 is bent, and the angle of bending is 30 ~ 60, and this angle is the acute angle contained angle that the section of bending and vertical face become, can effectively make things convenient for handle 4 to insert or break away from. Therefore, the handle 4 can realize quick installation and dismouting to side template 6 and middle template 8, and handle 4 corresponds and is connected with top type template 2, end type template 9 to carry out the reinforcing effect to overall structure.

The bottom template 7 is provided with a first through hole 15, a second through hole 14, a third through hole 13 and a first through hole 11, and the first through hole 15, the second through hole 14, the third through hole 13 and the first through hole 11 are all connected with a cylinder 16 in a matching way; therefore, after pouring, the column fixing hole 18, the water and fertilizer pipe preformed hole 19, the foliar fertilizer pipe preformed hole 20 and the construction hole 21 can be prefabricated; the column fixing holes 18 can provide mounting positions for additionally mounting reinforcing support rods between concrete columns, so that the stress capacity of the concrete columns is further enhanced; the water and fertilizer pipe preformed hole 19 is used for enabling the water and fertilizer pipe to penetrate through the concrete column when the water and fertilizer pipe is installed, and can support and fix the water and fertilizer pipe by means of the concrete column; the foliar fertilizer pipe preformed hole 20 can be used for enabling a foliar fertilizer pipe to penetrate through a concrete column when a foliar fertilizer pipe is installed, and the supporting and fixing effects on the foliar fertilizer pipe are also realized; the additional mounting bracket for the water fertilizer pipeline and the foliar fertilizer pipeline can be saved, the cost is reduced, and the land is saved; the construction holes 21 can facilitate demoulding of the concrete column.

The water fertilizer pipeline and the foliar fertilizer pipeline are arranged at high altitude, so that the irrigation and spraying range is wider and the spraying effect is better during irrigation or spraying; meanwhile, the defects caused by the overground arrangement of the water and fertilizer pipelines and the foliar fertilizer pipelines, such as pipeline damage caused by easy contact during mowing or weeding, can be avoided; and when irrigating the liquid foliar fertilizer, the plants can not be completely covered, and particularly, the incomplete killing is caused when killing insects.

The top template 2 is connected with the support frame 1 through a positioning corner connector 5 in a bolt connection mode; and all be equipped with location angle sign indicating number 5 on four angles of support frame 1, location angle sign indicating number 5 can carry out the locate action to top type template 2, can improve top type template 2's installation accuracy to top type template 2 limiting displacement again.

The top template 2 is composed of arc plates, the number of the arc plates is more than 1, the selectable number is 5, 6, 8, 10 or 12, and the like, and the arc plates are provided with semi-arc-shaped bosses 3; the top of the concrete column prefabricated by the top template 2 is in an arc shape, so that plastic films or canvas for rain shielding or sun shading can be well protected to be laid subsequently, the boss 3 corresponds to a U-shaped groove 17 prefabricated in the middle of the top of the concrete column, and a column fixing hole 18, a water fertilizer pipe preformed hole 19, a leaf fertilizer pipe preformed hole 20 and a construction hole 21 are prefabricated below the U-shaped groove 17 in parallel; the concrete column is internally provided with the steel bar support, the steel bar support further strengthens the integral structure of the concrete column, and the impact resistance and the extrusion resistance of the concrete column are improved.

The U-shaped groove 17 is prefabricated for subsequent installation of the top support piece, and can realize quick and convenient installation of the support piece.

The middle template 8 is of a Y-shaped structure, the bottom template 7 is of an inverted trapezoid structure, and the combination of the middle template 8 and the bottom template 7 realizes chamfering of the side edge of the concrete column, so that the right angle of the side edge is avoided; the bottom template 7 can realize the guiding function during demoulding; meanwhile, the pouring concrete can be extruded inwards when being poured, so that the poured concrete is more compact.

The supporting frame 1 is characterized in that supporting parts 12 are arranged on two side edges of the supporting frame, the supporting parts 12 support the side formwork 6, the reinforcing and positioning effects on the side formwork 6 are achieved, and deformation of the side formwork 6 is avoided during pouring.

The middle template 8 is arranged between every two bottom templates 7, so that the effect of giving consideration to the bottom templates 7 on two sides is realized; the middle template 8, the bottom template 7 and the side template 6 are combined to form a hexahedral stand column, so that the inward extrusion effect on the poured concrete is realized, the poured concrete is more compact, and the impact resistance and the extrusion capacity of the concrete are improved.

It should be understood that the above examples are only for clarity of illustration and are not intended to limit the embodiments. Other variations and modifications will be apparent to persons skilled in the art in light of the above description. And are neither required nor exhaustive of all embodiments. And obvious variations or modifications therefrom are within the scope of the invention.

Claims

1. A processing method of a concrete column mould structure is provided, the prepared concrete column is used for building a rain shed or a sunshade shed as a stand column support in an orchard, a vegetable garden or a temporary place, and is characterized by comprising the following steps:

(1) blanking each part according to a design drawing;

(7) assembling, namely arranging bottom templates on a support frame side by side, respectively installing positioning corner connectors at two ends of the support frame, and installing supporting and jacking members at the side edges of the support frame; installing a bottom template at one end of a support frame, connecting and fixing the bottom template with positioning angle code bolts, then installing a top template at the other end of the support frame, connecting and fixing the top template with the positioning angle code bolts at the end, then installing an intermediate template, and inserting the intermediate template into a reserved gap between every two bottom templates to obtain a concrete column mold structure;

the bottom template is provided with a through hole, and the through hole is connected with the cylinder in a matching way;

2. The method of processing a concrete column mold construction according to claim 1, characterized in that: the top of the concrete column manufactured by the mold structure is in an arc shape, a U-shaped groove is prefabricated in the middle of the top, and pipe holes are prefabricated below the U-shaped groove; and a steel bar support is arranged in the concrete column.