CN200985571Y - Combination type light steel keel partition backbone - Google Patents
Combination type light steel keel partition backbone Download PDFInfo
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- CN200985571Y CN200985571Y CN 200620047263 CN200620047263U CN200985571Y CN 200985571 Y CN200985571 Y CN 200985571Y CN 200620047263 CN200620047263 CN 200620047263 CN 200620047263 U CN200620047263 U CN 200620047263U CN 200985571 Y CN200985571 Y CN 200985571Y
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Abstract
The utility model provides a combined light-steel keel partition wall skeleton, comprising plurality of symmetric-arranged horizontal keels and plurality of vertical keels which are combining installed with the horizontal keels. The horizontal keels are L-shaped, fixing holes and card buckle piece are arranged with equal interval on the bottom of the shorter side. The vertical keels comprise plurality of vertical keel main body and keel plate appendage which are mutually joined to each other. The main body of the vertical keel comprises a U-shaped main body i of a vertical keel, a U-shaped compound term main body of a vertical keel, an E-shaped buckle plate and an E-shaped buckle piece. The utility model is anti-seismic, sound-proof and absorbing expand on heating and contract on cooling. The utility model significantly modified the traditional partition wall skeleton in prior art, and has the advantages of saving energy, lowing consumption, saving labor, saving time and free combination of different sizes.
Description
Technical field
The utility model relates to a kind of combination type light steel keel partition backbone, relates in particular to a kind ofly to have the antidetonation sound insulation and receive the function of expanding with heat and contract with cold, and can freely form the light steel keel partition backbone of different size.
Background technology
The vertical keel 1 ' of the tradition of using at present, as shown in Figure 1, its three limit is an entity, another side is the shape of open type, therefore the intensity of four peripheries of the vertical keel 1 ' of tradition all is not quite similar, owing to be the structure of open type, the similar horn mouth in one side of its split shed, so can't reach the effect of effective antidetonation sound insulation and receive the variation of the steel temperature difference uniformly and expanding with heat and contract with cold of producing, and intensity is relatively poor.As shown in Figure 3, for the intensity of improving the vertical keel 1 ' of this tradition when assembling lateral keel 4 ' and the vertical keel 1 ', must buckle some support clips 2 ' and between adjacent vertical keel 1 ', run through several again in the open side of vertical keel 1 ' and logically pass through keel 3 ' and increase its intensity; Because logical installation of passing through keel 3 ' also must be in the entity side blow hole of vertical keel 1 ', therefore the entity side at vertical keel 1 ' has formed the uneven defective of intensity distributions again.
Traditional lateral keel 4 ' of using as shown in Figure 2, is the entity of globality at present; When assembling becomes the whole skeleton of partition wall, as shown in Figure 3, it is fixed in roof portion and flooring, that is played act as: clamp vertical keel 1 ' before and after two sides with it, and following closely some during cover board thereafter, the vertical correction about in the of 1 ' of vertical keel, the adjustment of spacing size all needs by artificial careful adjusting, for vertical keel 1 ' are not rocked from side to side, also need to fix vertical keel 1 ' with the self-tapping screw nail in the both sides of lateral keel 4 ', construction sequence is loaded down with trivial details.
Present traditional light steel keel partition engineering, if for needs reach special engineerings such as high-level sound insulation, heat insulation, insulation, often also be to use above-mentioned traditional vertical keel 1 ' lateral keel 4 ' to be assembled into partition backbone, and then seal the gypsum plank of two layers, three layers, four layers of nails respectively in the both sides of skeleton, bottom is sealed and is sealed the second layer again, the second layer is sealed and sealed the 3rd layer again, sealing for the 3rd layer and seal the 4th layer again, obviously is time-consumingly to take a lot of work again.
Because various partition wall engineering has the requirement of various different sizes, difference in functionality, therefore must produce various different sizes vertical keel 1 ', support clips 2 ', lead to and pass through keel 3 ' and lateral keel 4 ', satisfy the demand on the engineering.The vertical keel 1 ' of different size, support clips 2 ', logical keel 3 ' and the lateral keel 4 ' of passing through, need to use the production equipment and the production mould of various different sizes to produce, also must prepare enough the production raw material of various different sizes, therefore manufacturer must drop into extensive capital equipment and raw-material fund, sell businessman and deal with a large amount of stock fund of the also necessary input of consumer demand, had a strong impact on the fund application flexibility for the finished product of preparing enough various different sizes, difference in functionality.
The utility model content
The utility model provides a kind of combination type light steel keel partition backbone, it has the antidetonation sound insulation and receives the function of expanding with heat and contract with cold, the obvious defective of the existing traditional partition backbone of improvement, and can save energy, save consumption, saving of labor, save time the various size dimension of independent assortment.
For achieving the above object, the utility model provides a kind of combination type light steel keel partition backbone, its comprise some symmetrically arranged lateral keel and with the some vertical keel of this lateral keel aggregate erection, characteristics are,
Described lateral keel is L type bending, comprises minor face bottom and long side portion, and its bending place is 90 ° of right angles;
On the minor face bottom of this L type lateral keel, equally spaced fixing hole and the buckling piece of being provided with; Described buckling piece can fixedly withhold vertical keel, realizes that lateral keel is connected with consolidation between vertical keel; By described fixing hole, use screw lateral keel can be fixed on roof of storied building or the ground;
Described vertical keel comprise the vertical keel main body of some openings at one side, reach the attached body of keel plate with the mutual snapping combination of this vertical keel main body;
Both sides on the attached body of described keel plate are provided with some female tongue-and-grooves, and this mother's tongue-and-groove is provided with towards the inboard, or are provided with toward the outer side;
Described vertical keel main body is the vertical keel main body of U type, and its open side end is provided with public tenon, and this public affairs tenon is provided with towards the inboard, or is provided with toward the outer side;
Described vertical keel main body is the compound vertical keel main body of U type, and its open side end is provided with public tenon, and this public affairs tenon is provided with towards the inboard, or is provided with toward the outer side; Both sides on the blind end of the compound vertical keel main body of this U type are provided with some grooves;
Described vertical keel main body is an E type snapping plate, and its two ends and centre are respectively arranged with 3 public tenons; The length of this E type snapping plate is consistent with the attached body of keel plate;
Described vertical keel main body is some E type snapping sheets, and its two ends and centre are respectively arranged with 3 public tenons, and the length of this E type snapping sheet is less than the length of the attached body of keel plate.
The public tenon at described 1 or 2 the vertical keel body openings of U type side two ends is buckled into female tongue-and-groove of the attached body of corresponding keel plate both sides respectively, and snapping is combined into the vertical keel of U type;
The attached body of keel plate that the female tongue-and-groove of the vertical keel main body of the U type snapping that described public tenon inwards is provided with is provided with towards the outside; The attached body of keel plate that the female tongue-and-groove of the vertical keel main body of the U type snapping that described public tenon is provided with towards the outside inwards is provided with;
The size of these 2 vertical keel main bodys of U type can be identical, also can be different.
The public tenon at described 1 or 2 the compound vertical keel body openings side of U type two ends is buckled into female tongue-and-groove of the attached body of corresponding keel plate both sides respectively, and snapping is combined into the compound vertical keel of U type;
The attached body of keel plate that the female tongue-and-groove of the compound vertical keel main body snapping of the U type that described public tenon inwards is provided with is provided with towards the outside; The attached body of keel plate that the female tongue-and-groove of the compound vertical keel main body snapping of the U type that described public tenon is provided with towards the outside inwards is provided with;
The size of these 2 compound vertical keel main bodys of U type can be identical, also can be different.
Also 1 vertical keel main body of U type and 1 attached body of the compound vertical keel main body difference snapping keel plate of U type can be combined into the compound vertical keel of U type; The size of the vertical keel main body of this U type and the compound vertical keel main body of U type can be identical, also can be different.
With the symmetrical respectively female tongue-and-groove that buckles into 3 the attached body of keel plate both sides of 3 public tenons of described 2 E type snapping plates, snapping is combined into the vertical keel of E type.
The female tongue-and-groove that buckles into 3 the attached body of keel plate both sides that 3 public tenons of described some E type snapping sheets are symmetrical, equidistant respectively, snapping is combined into the vertical keel of E type at interval.
Described vertical keel main body, the attached body of keel plate and lateral keel can be formulated different sizes according to the light steel keel partition engineering.
Spacing between the described symmetrically arranged lateral keel is regulated according to the size of the vertical keel that are connected with it.
The vertical keel of described U type, the compound vertical keel of U type can be distinguished separately with the vertical keel of E type and fixedly connected with lateral keel, are assembled into the combination type light steel keel partition backbone of plurality of differently-sized, difference in functionality; The compound vertical keel of described U type also can be arranged in pairs or groups with vertical keel of U type or the vertical keel of E type, fixedly connected with lateral keel, are assembled into light steel keel partition backbone.
The combination type light steel keel partition backbone that the utility model provides, constitute or constitute by assembly snappings more than 3 such as lateral keel, vertical keel main body and the attached bodies of keel plate, it is a kind of soft junction structure, has therefore possessed antidetonation, sound insulation and has received the function of expanding with heat and contract with cold.
The combination type light steel keel partition backbone that the utility model provides, only the one of the main divisions of the male role in traditional opera produces the light steel keel partition backbone that a spot of various assembly can be combined into various different sizes, difference in functionality, make it to be satisfied with the light steel keel partition of various different demands engineering is arranged, saved the consumption of steel, and reached more perfect light steel keel partition engineering effort, realized with still less manually can finish corresponding engineering quantity; Saved manufacturing firm to investment in production equipment and to raw material or finish the inventory finance of product; Saved the stock fund of selling businessman; Saved the expense of packing, storage, transportation; Meet joint money, energy-conservation, joint consumption, saving of labor, timesaving advanced person, environmental protection trend fully.
Description of drawings
Fig. 1 is the schematic diagram of the vertical keel of tradition in the background technology;
Fig. 2 is the schematic diagram of traditional lateral keel in the background technology;
Fig. 3 is the schematic diagram of light steel keel partition backbone traditional in the background technology;
Fig. 4 is the structural representation of lateral keel of the present utility model;
Fig. 5 a～Fig. 5 h is the structural representation of the multiple vertical keel in the utility model;
Fig. 6 a～Fig. 6 n is the assembling schematic diagram of the multiple vertical keel in the utility model;
Fig. 7 is the assembling schematic diagram of the embodiment one of combination type light steel keel partition backbone of the present utility model;
Fig. 8 is the assembling schematic diagram of the embodiment two of combination type light steel keel partition backbone of the present utility model;
Fig. 9 is the assembling schematic diagram of the embodiment three of combination type light steel keel partition backbone of the present utility model;
Figure 10 is the assembling schematic diagram of the embodiment four of combination type light steel keel partition backbone of the present utility model.
The specific embodiment
Followingly specify several preferred implementation of the present utility model according to Fig. 4～Figure 10:
The utility model provides a kind of combination type light steel keel partition backbone, its comprise some symmetrically arranged lateral keel 2 and with the some vertical keel of these lateral keel 2 aggregate erections, characteristics are,
As shown in Figure 4, described lateral keel 2 is L type bending, comprises minor face bottom 21 and long side portion 22, and its bending place is 90 ° of right angles;
On the minor face bottom 21 of this L type lateral keel 2, equally spaced fixing hole 23 and the buckling piece 24 of being provided with; By described fixing hole 23, use screw lateral keel 2 can be fixed on roof of storied building or the ground; Described buckling piece 24 can play equidistantly, the vertical keel of fastening of spacing, fasten various vertical keel owing to have symmetrical buckling piece 24 equidistant, spacing, therefore do not need manually to do again vertical up and down correction with about the adjustment of distance, need not reinforce the self-tapping screw nail in long side portion again in lateral keel 2 yet.
Shown in Fig. 5 a, the vertical keel of described U type comprise the vertical keel main body 101 of U type, reach the attached body 103 of keel plate with these vertical keel main body 101 mutual snappings combinations;
Be provided with public tenon 102 at the vertical keel main body of described U type 101 open side two ends, this public affairs tenon 102 is provided with towards the inboard;
Both sides on the attached body 103 of described keel plate are provided with female tongue-and-groove 104, and this mother's tongue-and-groove 104 is provided with toward the outer side.
The inside public tenon 102 at the vertical keel main body of described 1 U type 101 open side two ends is buckled into outside female tongue-and-groove 104 of the attached body of keel plate 103 both sides respectively, constitute the vertical keel 1011 shown in Fig. 6 a.
4 inside public tenons 102 at the vertical keel main body of described 2 U types 101 open side two ends are buckled into outside female tongue-and-groove 104 of the attached body of keel plate 103 both sides respectively, constitute the vertical keel 1012 shown in Fig. 6 b.
With the vertical keel 1013 of vertical keel main body 101 formations capable of being combined of described 2 U types shown in Fig. 6 c.
Vertical keel main body 101 of described U type and the attached body 103 of keel plate can be formulated to various size according to actual requirement of engineering, can be made into the vertical keel of different size size thus.
Shown in Fig. 5 b, the vertical keel of described U type comprise the vertical keel main body 201 of U type, reach the attached body 203 of keel plate with these vertical keel main body 201 mutual snappings combinations;
Be provided with public tenon 202 at the vertical keel main body of described U type 201 open side two ends, this public affairs tenon 202 is provided with toward the outer side;
Both sides on the attached body 203 of described keel plate are provided with female tongue-and-groove 204, and this mother's tongue-and-groove 204 is provided with towards the inboard.
With the vertical keel main body of described 1 U type 201 open side two ends buckle into inside female tongue-and-groove 204 of the attached body of keel plate 203 both sides respectively to granddad's tenon 202, constitute the vertical keel 1014 shown in Fig. 6 d.
Vertical keel main body 201 of described U type and the attached body 203 of keel plate can be formulated to various size according to actual requirement of engineering, can be made into the vertical keel of different size size thus.
Shown in Fig. 5 c, the vertical keel of described U type comprise the vertical keel main body 301 of U type, reach the attached body 303 of keel plate with these vertical keel main body 301 mutual snappings combinations;
Be provided with public tenon 302 at the vertical keel main body of described U type 301 open side two ends, this public affairs tenon 302 is provided with toward the outer side;
Both sides on the attached body 303 of described keel plate are provided with female tongue-and- groove 304 and 305, and this mother's tongue-and- groove 304 and 305 is provided with towards the inboard.
Four public tenons 302 of vertical keel main body 301 opening parts of described 2 U types are buckled into female tongue-and- groove 304 and 305 of the attached body of keel plate 303 both sides respectively, constitute the vertical keel 1015 shown in Fig. 6 e.
With the vertical keel 1016 of vertical keel main body 301 formations capable of being combined of described 2 U types shown in Fig. 6 f.
Vertical keel main body 301 of described U type and the attached body 303 of keel plate can be formulated to various size according to actual requirement of engineering, can be made into the vertical keel of different size size thus.
Shown in Fig. 5 d, the compound vertical keel of described U type comprise the compound vertical keel main body 401 of U type, reach the attached body 403 of keel plate with the compound vertical keel main body 401 mutual snappings combinations of this U type;
Be provided with public tenon 402 at the compound vertical keel main body of described U type 401 open side two ends, this public affairs tenon 402 is provided with towards the inboard;
Both sides on the attached body 403 of described keel plate are provided with female tongue-and-groove 404, and this mother's tongue-and-groove 404 is provided with toward the outer side.
The inside public tenon 402 at the compound vertical keel main body of described 1 U type 401 open side two ends is buckled into outside female tongue-and-groove 404 of the attached body of keel plate 403 both sides respectively, constitute the vertical keel 1017 shown in Fig. 6 g.
4 inside public tenons 402 at the compound vertical keel main body of described 2 U types 401 open side two ends are buckled into outside female tongue-and-groove 404 of the attached body of keel plate 403 both sides respectively, constitute the vertical keel 1018 shown in Fig. 6 h.
With the vertical keel 1019 of compound vertical keel main body 401 formations capable of being combined of described 2 U types shown in Fig. 6 i.
Compound vertical keel main body 401 of described U type and the attached body 403 of keel plate can be formulated to various size according to actual requirement of engineering, can be made into the vertical keel of different size size thus.
Shown in Fig. 5 e, the compound vertical keel of described U type comprise the compound vertical keel main body 501 of U type, reach the attached body 503 of keel plate with the compound vertical keel main body 501 mutual snappings combinations of this U type;
Be provided with public tenon 502 at the compound vertical keel main body of described U type 501 open side two ends, this public affairs tenon 502 is provided with toward the outer side;
Both sides on the attached body 503 of described keel plate are provided with female tongue-and-groove 504, and this mother's tongue-and-groove 504 is provided with towards the inboard.
With the compound vertical keel main body of described 1 U type 501 open side two ends buckle into inside female tongue-and-groove 504 of the attached body of keel plate 503 both sides respectively to granddad's tenon 502, constitute the vertical keel 1020 shown in Fig. 6 j.
Compound vertical keel main body 501 of described U type and the attached body 503 of keel plate can be formulated to various size according to actual requirement of engineering, can be made into the vertical keel of different size size thus.
Shown in Fig. 5 f, the compound vertical keel of described U type comprise the compound vertical keel main body 601 of U type, reach the attached body 603 of keel plate with the compound vertical keel main body 601 mutual snappings combinations of this U type;
Be provided with public tenon 602 at the compound vertical keel main body of described U type 601 open side two ends, this public affairs tenon 602 is provided with toward the outer side;
Both sides on the attached body 603 of described keel plate are provided with female tongue-and- groove 604 and 605, and this mother's tongue-and- groove 604 and 605 is provided with towards the inboard.
Four public tenons 602 of compound vertical keel main body 601 opening parts of described 2 U types are buckled into female tongue-and- groove 604 and 605 of the attached body of keel plate 603 both sides respectively, constitute the vertical keel 1021 shown in Fig. 6 k.
With the vertical keel 1022 of compound vertical keel main body 601 formations capable of being combined of described 2 U types shown in Figure 61.
Compound vertical keel main body 601 of described U type and the attached body 603 of keel plate can be formulated to various size according to actual requirement of engineering, can be made into the vertical keel of different size size thus.
Shown in Fig. 5 g, the vertical keel of described E type comprise E type snapping plate 701, and with the attached body 703 of keel plate of this E type snapping plate 701 mutual snappings combinations;
The two ends of described E type snapping plate 701 and centre are provided with 3 public tenons 702;
Both sides on the attached body 703 of described keel plate are provided with female tongue-and-groove 704, and this mother's tongue-and-groove 704 is provided with toward the outer side.
With 3 public tenons 702 of described 2 E type snapping plates 701 respectively symmetry buckle into 3 female tongue-and-grooves 704 on the attached body 703 of keel plate, snapping is combined into the vertical keel 1023 shown in Fig. 6 m.
Described E type snapping plate 701 and the attached body 703 of keel plate can be formulated to various size according to actual requirement of engineering, can be made into the vertical keel of different size size thus.
Shown in Fig. 5 h, the vertical keel of described interval E type comprise E type snapping sheet 801, and with the attached body 803 of keel plate of this E type snapping sheet 801 mutual snappings combinations;
The two ends of described E type snapping sheet 801 and centre are provided with 3 public tenons 802;
Both sides on the attached body 803 of described keel plate are provided with female tongue-and-groove 804, and this mother's tongue-and-groove 804 is provided with toward the outer side.
With 3 public tenons 802 of described 6 E type snapping sheets 801 respectively symmetry, equidistantly buckle into 3 female tongue-and-grooves 804 on the attached body 803 of keel plate, snapping is combined into the vertical keel 1024 shown in Fig. 6 n.
Described E type snapping sheet 801 and the attached body 803 of keel plate can be formulated to various size according to actual requirement of engineering, can be made into the vertical keel of different size size thus.
Embodiment one
As shown in Figure 7, with the width dimensions of four L type lateral keel according to the vertical keel of being arranged in pairs or groups, symmetrical be combined into two groups of combined type lateral keel 2, and two groups of combined type lateral keel 2 are individually fixed in roof portion and flooring from set fixing hole 23, the vertical keel 1011-1016 of the U type that several the utility model are provided or buckled into up and down in the set equidistant relatively buckling piece 24 of two groups of combined type lateral keel 2 by the vertical keel 1023 of E type that E type snapping plate is formed again, i.e. light steel keel partition backbone is finished in assembling.All vertical keel all do not need to do the adjustment of vertical correction and spacing distance up and down again, need not reinforce the self-tapping screw nail in both sides up and down yet.
The light steel keel partition backbone that present embodiment provides, its structural strength, soundproof effect belong to medium more than, be applicable to the light steel keel partition backbone of general office.
Embodiment two
As shown in Figure 8, with the width dimensions of four L type lateral keel according to the vertical keel of being arranged in pairs or groups, symmetrical be combined into two groups of combined type lateral keel 2, and two groups of combined type lateral keel 2 are individually fixed in roof portion and flooring from set fixing hole 23, the vertical keel of being made up of E type snapping sheet 1024 of interval E type that more several the utility model provided buckle into up and down in the set equidistant relatively buckling piece 24 of two groups of combined type lateral keel 2, i.e. light steel keel partition backbone is finished in assembling.All vertical keel all do not need to do the adjustment of vertical correction and spacing distance up and down again, need not reinforce the self-tapping screw nail in both sides up and down yet.
The light steel keel partition backbone that present embodiment provides, its structural strength, soundproof effect belong to low middling, be applicable to provisional building site worker be engaged in or the light steel keel partition backbone of storage storehouse or victims of the disaster casual ward etc.
Embodiment three
As shown in Figure 9, with the width dimensions of four L type lateral keel according to the compound vertical keel of U type of being arranged in pairs or groups, symmetrical be combined into two groups of combined type lateral keel 2, and two groups of combined type lateral keel are individually fixed in roof portion and flooring from set fixing hole 23, the compound vertical keel 1017-1022 of the U type that several the utility model are provided buckles into up and down in the set equidistant relatively buckling piece 24 of two groups of combined type lateral keel 2 again, i.e. light steel keel partition backbone is finished in assembling.All vertical keel all do not need to do the adjustment of vertical correction and spacing distance up and down again, need not reinforce the self-tapping screw nail in both sides up and down yet.
The light steel keel partition backbone that present embodiment provides, its vertical keel all adopt the compound vertical keel of U type, in the groove of the compound vertical keel main body blind end of this U type, but the multilayer cover board or put into sound insulation, the insulation glass wool, therefore its structural strength, soundproof effect heat-insulation and heat-preservation etc. all belong to high-grade, are applicable to that piping shaft, elevator shaft, machine factory building, iced chamber etc. have in the special partition wall engineering that needs high sound insulation, heat insulation, insulation.
Embodiment four
As shown in figure 10, with the width dimensions of four L type lateral keel according to the vertical keel of being arranged in pairs or groups, symmetrical be combined into two groups of combined type lateral keel 2, and two groups of combined type lateral keel 2 are individually fixed in roof portion and flooring from set fixing hole 23, vertical keel 1011-1016 of the U type that several the utility model are provided or the vertical keel 1023 of E type formed by E type snapping plate again, use according to 2: 1 ratio matched combined with the compound vertical keel 1017-1022 of U type, buckle into up and down in the set equidistant relatively buckling piece 24 of two groups of combined type lateral keel 2, i.e. light steel keel partition backbone is finished in assembling.All vertical keel all do not need to do the adjustment of vertical correction and spacing distance up and down again, need not reinforce the self-tapping screw nail in both sides up and down yet.
The light steel keel partition backbone that present embodiment provides, the vertical keel 1023 of E type that its vertical keel adopt the vertical keel 1011-1016 of U type or are made up of E type snapping plate, use with the compound vertical keel 1017-1022 collocation of U type, the both sides, front and back of partition backbone all can be in the groove of the compound vertical keel main body blind end of U type multilayer cover board or centre can put into sound insulation, the insulation glass wool, its structural strength, sound insulation, heat insulation, insulation etc. all belongs to high-grade, therefore can replace traditional non-bearing body of wall of laying bricks, can alleviate the carrying capacity of whole solitary building greatly, also incite somebody to action the reduction of erection time greatly, reduce cost.
The light steel keel partition backbone that the utility model provides, its assembling procedure is compared with traditional assembling procedure, has saved artificial and expense greatly, has also just shortened the construction period greatly.
The combination type light steel keel partition backbone that the utility model provides, constitute or constitute by assembly snappings more than 3 such as lateral keel, vertical keel main body and the attached bodies of keel plate, it is a kind of soft junction structure, has therefore possessed antidetonation, sound insulation and has received the function of expanding with heat and contract with cold.
The combination type light steel keel partition backbone that the utility model provides, only the one of the main divisions of the male role in traditional opera produces the light steel keel partition backbone that a spot of various assembly can be combined into various different sizes, difference in functionality, make it to be satisfied with the light steel keel partition of various different demands engineering is arranged, saved the consumption of steel, and reached more perfect light steel keel partition engineering effort, realized with still less manually can finish corresponding engineering quantity; Saved manufacturing firm to investment in production equipment and to raw material or finish the inventory finance of product; Saved the stock fund of selling businessman; Saved the expense of packing, storage, transportation; Meet joint money, energy-conservation, joint consumption, saving of labor, timesaving advanced person, environmental protection trend fully.
Claims (10)
1. combination type light steel keel partition backbone, comprise some symmetrically arranged lateral keel and with the some vertical keel of this lateral keel aggregate erection, it is characterized in that,
Described lateral keel is the bending of L type right angle, comprises minor face bottom and long side portion; In the minor face of this L type lateral keel bottom equal intervals fixing hole and buckling piece be set;
Described vertical keel comprise the vertical keel main body and the attached body of keel plate of some openings at one side of mutual snapping combination;
Both sides on the attached body of described keel plate are provided with some female tongue-and-grooves, and this mother's tongue-and-groove is provided with towards the inboard, or are provided with toward the outer side;
Described vertical keel main body is the vertical keel main body of U type, or the compound vertical keel main body of U type, or E type snapping plate, or E type snapping sheet.
2. combination type light steel keel partition backbone as claimed in claim 1 is characterized in that, the open side end of the vertical keel main body of described U type is provided with public tenon, and this public affairs tenon is provided with towards the inboard, or is provided with toward the outer side.
3. combination type light steel keel partition backbone as claimed in claim 2 is characterized in that, the attached body of keel plate that the female tongue-and-groove of the vertical keel main body of the U type snapping that described 1 public tenon inwards is provided with is provided with towards the outside is formed the vertical keel of U type;
The attached body of keel plate that the female tongue-and-groove of the vertical keel main body of the U type snapping that described 1 public tenon is provided with towards the outside inwards is provided with is formed the vertical keel of U type.
4. combination type light steel keel partition backbone as claimed in claim 2 is characterized in that, the attached body of keel plate that the female tongue-and-groove of the vertical keel main body of the U type snapping that described 2 public tenons inwards are provided with is provided with towards the outside is formed the vertical keel of U type;
The attached body of keel plate that the female tongue-and-groove of the vertical keel main body of the U type snapping that described 2 public tenons are provided with towards the outside inwards is provided with is formed the vertical keel of U type;
Described 2 vertical keel main bodys of U type measure-alike or different.
5. combination type light steel keel partition backbone as claimed in claim 1 is characterized in that, the open side end of the compound vertical keel main body of described U type is provided with public tenon, and this public affairs tenon is provided with towards the inboard, or is provided with toward the outer side; Both sides on the blind end of the compound vertical keel main body of this U type are provided with some grooves.
6. combination type light steel keel partition backbone as claimed in claim 5 is characterized in that, the attached body of keel plate that the female tongue-and-groove of the compound vertical keel main body snapping of the U type that described 1 public tenon inwards is provided with is provided with towards the outside is formed the compound vertical keel of U type;
The attached body of keel plate that the female tongue-and-groove of the compound vertical keel main body snapping of the U type that described 1 public tenon is provided with towards the outside inwards is provided with is formed the compound vertical keel of U type.
7. combination type light steel keel partition backbone as claimed in claim 5 is characterized in that, the attached body of keel plate that the female tongue-and-groove of the compound vertical keel main body snapping of the U type that described 2 public tenons inwards are provided with is provided with towards the outside is formed the compound vertical keel of U type;
The attached body of keel plate that the female tongue-and-groove of the compound vertical keel main body snapping of the U type that described 2 public tenons are provided with towards the outside inwards is provided with is formed the compound vertical keel of U type;
Described 2 compound vertical keel main bodys of U type measure-alike or different.
8. combination type light steel keel partition backbone as claimed in claim 1 is characterized in that, the two ends and the centre of described E type snapping plate are respectively arranged with 3 public tenons; The length of this E type snapping plate is consistent with the attached body of keel plate;
With the symmetrical respectively female tongue-and-groove that buckles into 3 the attached body of keel plate both sides of 3 public tenons of described 2 E type snapping plates, snapping is combined into the vertical keel of E type.
9. combination type light steel keel partition backbone as claimed in claim 1 is characterized in that, the two ends and the centre of described E type snapping sheet are respectively arranged with 3 public tenons, and the length of this E type snapping sheet is less than the length of the attached body of keel plate;
The female tongue-and-groove that buckles into 3 the attached body of keel plate both sides that 3 public tenons of described some E type snapping sheets are symmetrical, equidistant respectively, snapping is combined into the vertical keel of E type at interval.
10. combination type light steel keel partition backbone as claimed in claim 1 is characterized in that, the vertical keel of the vertical keel of described U type, the compound vertical keel of U type and E type are fixedlyed connected with lateral keel separately respectively, are assembled into light steel keel partition backbone; The vertical keel collocation of compound vertical keel of perhaps described U type and the vertical keel of U type or E type is used, and fixedlys connected with lateral keel, is assembled into light steel keel partition backbone.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620047263 CN200985571Y (en) | 2006-10-30 | 2006-10-30 | Combination type light steel keel partition backbone |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 200620047263 CN200985571Y (en) | 2006-10-30 | 2006-10-30 | Combination type light steel keel partition backbone |
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| Publication Number | Publication Date |
|---|---|
| CN200985571Y true CN200985571Y (en) | 2007-12-05 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 200620047263 Expired - Lifetime CN200985571Y (en) | 2006-10-30 | 2006-10-30 | Combination type light steel keel partition backbone |
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| CN (1) | CN200985571Y (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101173536B (en) * | 2006-10-30 | 2010-10-06 | 上海丸瑞新型建材有限公司 | Combination type light steel keel partition backbone |
| CN102322105A (en) * | 2011-07-29 | 2012-01-18 | 武汉建工股份有限公司 | Thin-wall cast-in-situ concrete enclosure structure and steel structure flexible connection and water stop treatment method |
| CN106812230A (en) * | 2017-03-03 | 2017-06-09 | 河南联力建材科技有限公司 | A kind of assembled wall and its installation method |
| CN109083326A (en) * | 2017-06-13 | 2018-12-25 | 曹淦庭 | A kind of lightgage steel joist frame for cement board |
-
2006
- 2006-10-30 CN CN 200620047263 patent/CN200985571Y/en not_active Expired - Lifetime
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101173536B (en) * | 2006-10-30 | 2010-10-06 | 上海丸瑞新型建材有限公司 | Combination type light steel keel partition backbone |
| CN102322105A (en) * | 2011-07-29 | 2012-01-18 | 武汉建工股份有限公司 | Thin-wall cast-in-situ concrete enclosure structure and steel structure flexible connection and water stop treatment method |
| CN102322105B (en) * | 2011-07-29 | 2013-07-03 | 武汉建工股份有限公司 | Thin-wall cast-in-situ concrete enclosure structure and steel structure flexible connection and water stop treatment method |
| CN106812230A (en) * | 2017-03-03 | 2017-06-09 | 河南联力建材科技有限公司 | A kind of assembled wall and its installation method |
| CN106812230B (en) * | 2017-03-03 | 2019-04-02 | 河南联力建材科技有限公司 | A kind of assembled wall and its installation method |
| CN109083326A (en) * | 2017-06-13 | 2018-12-25 | 曹淦庭 | A kind of lightgage steel joist frame for cement board |
| CN109083326B (en) * | 2017-06-13 | 2020-09-18 | 曹淦庭 | Light steel keel frame for foamed cement board |
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Granted publication date: 20071205 Effective date of abandoning: 20061030 |