CN2374603Y

CN2374603Y - Insalling wall formwork

Info

Publication number: CN2374603Y
Application number: CN 99223110
Authority: CN
Inventors: 柳今奇
Original assignee: Individual
Current assignee: Individual
Priority date: 1999-03-15
Filing date: 1999-03-15
Publication date: 2000-04-19
Anticipated expiration: 2009-03-15

Abstract

The utility model relates to an assembling wall matching template which comprises a bar-shaped template, a plane template, an obtuse template and a right-angled template, wherein basal bodies of the bar-shaped template and the plane template are in the shape of channel steel, a basal body of the obtuse template is in the shape of channel steel whose edge plate and a channel bottom form the intersection angle of 135 DEG, and a basal body of the right-angled template is in the shape of angle iron. Both ends of the basal bodies are closed, every upper end cover is higher than the end top of every basal body, and every lower end cover is arranged in the end top of every basal body and matches the end top of every basal body. The upper covers, the lower end covers, side edges and the channel bottom are provided with through connecting holes, and reinforcing plates are arranged among the upper end covers and the lower end covers of the plane template, the obtuse template and the right-angled template. The utility model has the advantages of convenient and rapid installation and operation and wood saving, and can manufacture standard upright posts.

Description

The supporting template of assembly type body of wall

The utility model relates to a kind of and the supporting template of building masonry wall, especially for the template on the column.

People have designed the assembly type body of wall of various ways at present, wherein on February 17th, 1999 utility model patent communique disclosed a kind of＜assembly type civilian construction wall (patent No. 97215509.0) its primary structure is: be located at its lateral tie of the column protruding a pair of or two pairs of muscle heads in the post in the body of wall interlayer, this respectively to a pair of muscle head of two lateral bucklings be adjacent to end plate that column links to each other on, this end plate link has a wall thickness less than building the thick cascaded surface of wooden partition.In addition when two groups were built that plates intersect at right angles and outer dead centre links to each other with column again, this column was established the right angle breach herein, and establishing link on this breach is two groups of relative splay end plates on 45 ° of inclined-planes.Its weak point is the preparation method that traditional steel concrete is still adopted in the making of various columns, promptly goes out required shape with wood board splicing, and timber is not only taken a lot of work, taken to casting cement mortar in it then, and the column of producing goes out lack of standardization.

The purpose of this utility model is a kind of saving of labor to be provided, to save time and to make the supporting template of assembly type body of wall of column standard.

The purpose of this utility model can realize by following measure: the supporting template of a kind of assembly type body of wall, it is characterized in that: it includes 1. bar template, its channel steel shape matrix is closed at both ends up and down, and upper end cover is higher than the end top of matrix, bottom end cover is positioned at matrix end top, both couplings, be respectively equipped with connecting through hole on end cap and the dual-side up and down, 2. directly use template, its angle steel shape matrix is closed at both ends up and down, and upper end cover is higher than the end plate of matrix, bottom end cover is positioned at matrix end top, both couplings, be respectively equipped with connecting through hole on end cap and the dual-side up and down, establishing stiffener parallel with it and that both sides link to each other with matrix between the end cap up and down, 3. flat formwork, its channel steel shape matrix is closed at both ends up and down, and upper end cover is higher than the end top of matrix, bottom end cover is positioned at matrix end top, both couplings, at end cap up and down, be respectively equipped with connecting through hole on bottom land and a side, establishing the parallel with it and peripheral stiffener that links to each other with matrix between the end cap up and down, 4. an obtuse angle template one side plate and the bottom land channel steel shape shape matrix closed at both ends up and down that is 135 ° of angles, and upper end cover is higher than the end top of matrix, and bottom end cover is positioned at matrix end top, both couplings, at end cap up and down, be respectively equipped with connecting through hole on bottom land and the hypotenuse plate, establishing the parallel with it and peripheral stiffener that links to each other with matrix between the end cap up and down.Through hole on flat formwork and the obtuse angle template bottom land and the through hole horizontal direction on the right angle template dual-side are a row.The bar shaped fin is established in side plate of flat formwork and edge, the hypotenuse plate of the obtuse angle template outside.Establish the U-lag hole of opening on bottom bar template bottom end cover towards bottom land one side.

The utility model mainly includes bar template, right angle template, flat formwork and obtuse angle template.Wherein the bar template matrix is a channel steel shape, and the width at the bottom of its flute profile is identical with wall thickness, according to its length of construction needs several different sizes can be arranged.It vertically uses, up and down closed at both ends.The upper end cover that links to each other with matrix is higher than its end top, constitutes the positioning boss of rectangular horizontal.The bottom end cover that links to each other with matrix is positioned at its end top, and the detent of formation rectangular horizontal is both couplings up and down.The groove of going up a bar template in use is stuck on the boss of next bar template, and both connections are not misplaced, and guarantees the column surfacing of cast.Have only on the bar template bottom end cover in bottom that is located on the grade beam and establish the U-lag hole of opening, use in order to the demoulding towards bottom land one side.On the end cap of bar template, establish the through hole that this bar template can be connected with other bar template.On two side plates of bar template, be respectively equipped with the some connecting through holes that are arranged above and below in addition, can be provided with the securing member that links to each other with other template in it.Right angle template matrix is an angle steel shape, according to construction needs length different size can be arranged.It also vertically uses, up and down closed at both ends.The upper end cover that links to each other with matrix is higher than its end top, form right angle triangle horizontal location boss.The end that the bottom end cover that links to each other with matrix is positioned at it pushes up form right angle triangle horizontal location groove both couplings up and down, and its effect is identical with bar template.Be preferably in up and down and establish stiffener parallel with it and that both sides link to each other with matrix between the end cap.Cover at right angle template upper and lower side and to be provided with the through hole that this right angle template can be connected usefulness with other right angle template.On two limits of right angle template, be respectively equipped with the some connecting through holes that are arranged above and below in addition, can be provided with the securing member that links to each other with other template in it.Preferably connecting through hole has several formation one rows in the horizontal direction, so that adapt to the size needs of the wall of different-thickness, flat formwork and bar template structure are basic identical, difference is that the flat formwork bottom land is corresponding with metope, therefore its area is more much bigger than the bottom land of bar template, establishes the some connecting through holes that are arranged above and below on the bottom land.Preferably connecting through hole has several formation one rows in the horizontal direction.Establishing the parallel with it and peripheral stiffener that links to each other with matrix between the end cap up and down for gaining in strength.Being preferably in flat formwork establishes the edge, the side plate outside of connecting through hole and establishes the bar shaped fin, two fins contact when two flat formworks connect, and a cavity is arranged between two side plates, it can bury steel bar end with overhanging giving and hold, make the cement mortar of cast can be full of the space and link to each other, mortar is leaked with reinforcing bar.Obtuse angle template and flat formwork structure are basic identical, and difference is that one of them side plate and bottom land are 135 ° of angles.The bar shaped fin is located at edge, the hypotenuse plate outside.

When making T shape post, flat formwork, bar template and right angle template to be in the same place with bolt combination, institute's clip space is T shape, is one section T shape post after the typing of pouring mortar.Form assembly gets final product together with the right angle with obtuse angle template, bar template when making the place, corner.Get final product with flat formwork and bar template when making rectangular column.Above-mentioned column adopt template of the present utility model from the bottom to top one section connect one section ground ramming, until required height.

The utility model has following advantage compared to existing technology:

1, easy to install quick, reduce workload, make construction simple.

2, with its column standard of producing, being connected firmly does not misplace.

3, save a large amount of timber and fund.

4, be used for to make on the assembled building whole construction supporting.

Drawing is described as follows:

Fig. 1 is the user mode schematic top plan view that the utility model is made T shape post.

Fig. 2 is the schematic perspective view of the utility model bar template.

Fig. 3 is the schematic perspective view of the utility model basecoat bar template.

Fig. 4 is the schematic perspective view of the utility model right angle template.

Fig. 5 is the schematic perspective view of the utility model flat formwork.

Fig. 6 is the user mode schematic top plan view that the utility model is made anta.

The utility model is described in further detail to utilize the example shown in the accompanying drawing.In the user mode schematic top plan view of the supporting template construct T of assembly type body of wall shape post shown in Figure 1, bar template 1, right angle template 2 and the bolt combination that flat formwork 3 usefulness are passed connecting through hole are in the same place, and are T shape post 4 between them.In the utility model bar template schematic perspective view shown in Figure 2, matrix 5 is a channel steel shape, closed at both ends up and down, and upper end cover 6 is higher than the end top of channel-section steel, and bottom end cover 7 is positioned at the end top of channel-section steel.Cover at upper and lower side and to be provided with connecting through hole.Establish the U-lag hole of opening on bottom bar template bottom end cover 8, as shown in Figure 3 towards bottom land one side.On the side plate of bar template both sides, be respectively equipped with 3 through holes that are arranged above and below.In the utility model right angle template schematic perspective view shown in Figure 4, matrix 9 is an angle steel shape, closed at both ends up and down, and upper end cover 10 is higher than the end top of angle steel, and bottom end cover 11 is positioned at the end top of angle steel.Cover at upper and lower side and to be provided with connecting through hole.Establishing stiffener 12 parallel with it and that both sides link to each other with matrix between the end cap up and down.On two limits of right angle template, be respectively equipped with three exhausting holes that are arranged above and below.In the utility model flat formwork schematic perspective view shown in Figure 5, matrix 13 is a channel steel shape, and on the closed at both ends, upper end cover 14 is higher than the end top of channel-section steel up and down, and bottom end cover 15 is positioned at the end top of channel-section steel.Cover at upper and lower side and to be provided with connecting through hole.Bottom land is provided with the three row connecting through holes corresponding with the bar template connecting through hole that are arranged above and below.Establishing the parallel with it and peripheral stiffener that links to each other with matrix 16 between the end cap up and down.Establish bar shaped fin 17 in the edge, the side plate outside of establishing connecting through hole.In the user mode schematic top plan view of the supporting template construct anta of assembly type body of wall shown in Figure 6, bar template, right angle template and obtuse angle template 18 usefulness bolt combination are in the same place, and are anta 19 between them.Wherein obtuse angle template and above-mentioned flat formwork structure are basic identical, and just their limit is 135 ° of angles with bottom land, and bar shaped fin 20 is located at edge outside the hypotenuse plate.

Claims

1, the supporting template of a kind of assembly type body of wall, it is characterized in that: it includes 1. bar template (1), its channel steel shape matrix (5) is closed at both ends up and down, and upper end cover (6) is higher than the end top of matrix, bottom end cover (7) is positioned at matrix end top, both couplings, be respectively equipped with connecting through hole on end cap and the dual-side up and down, 2. directly use template (2), its angle steel shape matrix (9) is closed at both ends up and down, and upper end cover (10) is higher than the end plate of matrix, bottom end cover (11) is positioned at matrix end top, both couplings, be respectively equipped with connecting through hole on end cap and the dual-side up and down, establishing stiffener (12) parallel with it and that both sides link to each other with matrix between the end cap up and down, 3. flat formwork (3), its channel steel shape matrix (13) is closed at both ends up and down, and upper end cover (14) is higher than the end top of matrix, bottom end cover (15) is positioned at matrix end top, both couplings, at end cap up and down, be respectively equipped with connecting through hole on bottom land and a side, establishing the parallel with it and peripheral stiffener that links to each other with matrix (16) between the end cap up and down, 4. obtuse angle template (a 18) one side plate and the bottom land channel steel shape shape matrix closed at both ends up and down that is 135 ° of angles, and upper end cover is higher than the end top of matrix, bottom end cover is positioned at matrix end top, both couplings, at end cap up and down, be respectively equipped with connecting through hole on bottom land and the hypotenuse plate, establishing the parallel with it and peripheral stiffener that links to each other with matrix between the end cap up and down.

2, the supporting template of assembly type body of wall according to claim 1 is characterized in that: through hole on flat formwork and the obtuse angle template bottom land and the through hole horizontal direction on the right angle template dual-side are a row.

3, the supporting template of assembly type body of wall according to claim 1 and 2 is characterized in that: bar shaped fin (17), (20) are established in side plate of flat formwork and edge, the hypotenuse plate of the obtuse angle template outside.

4, the supporting template of assembly type body of wall according to claim 3 is characterized in that: establish the U-lag hole of opening towards bottom land one side on the bottom bar template bottom end cover (8).