CN204691074U - T-shaped assembling combined special-shaped column - Google Patents
T-shaped assembling combined special-shaped column Download PDFInfo
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- CN204691074U CN204691074U CN201520291904.4U CN201520291904U CN204691074U CN 204691074 U CN204691074 U CN 204691074U CN 201520291904 U CN201520291904 U CN 201520291904U CN 204691074 U CN204691074 U CN 204691074U
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Abstract
The utility model relates to a kind of T-shaped assembling combined special-shaped column being applicable to suitability for industrialized production, and this post comprises steel plate, high-strength bolt and concrete; It is characterized in that, described steel plate comprises limit steel plate (7), two interior gussets (6) and three limits channel-section steel plate (8), limit steel plate (7) comprises mid portion (7-1), two ends (7-2) and two lateral parts (7-3), interior gusset (6) comprises corner part (6-1), two ends (6-2) and two lateral parts (6-3); Rear formation T-shaped hetermorphiscal column is welded to connect with limit channel-section steel plate (8), T-shaped hetermorphiscal column is square at middle part and three end cross-sectional, form square steel pipe, between limit steel plate (7) and interior gusset (6) and interior gusset (6) corresponding lateral parts each other closely near and be fixedly connected with by high-strength bolt, in each square steel pipe, be cast with concrete.The utility model is applicable to industrialized mass production, and job site can be spliced fast.
Description
Art
The utility model belongs to building structure technology field, relates to a kind of fabricated steel pipe concrete profiled pile.
Background technology
Encased structures is that fill concrete is formed in steel pipe, it utilizes steel pipe and the interaction of concrete bi-material in loading process, namely steel pipe is to the effect of contraction of core concrete, concrete is made to be in the state of three dimension stress, thus concrete strength is improved, ductility is improved; Meanwhile, due to concrete existence, can delay or avoid steel pipe too early cripling to occur, ensure giving full play to of steel performance.In the work progress of concrete filled steel tube, steel pipe as the formwork for placing of its core concrete, compared with steel concrete, can save formwork cost, accelerates speed of application.
It is little that the proposition of steel pipe concrete profiled pile has benefited from its sectional dimension, post and body of wall wide thus avoid and build bight and occur that salient angle affects the problem of house usable floor area and house fitting-up.In several years of past, steel pipe concrete profiled pile obtains certain development, also in some Practical Projects, obtains application.Widely used is at present the steel pipe concrete profiled pile that batten plate formula connects or lacing formula connects, the defect of these hetermorphiscal column is that factory process making is very loaded down with trivial details, be unfavorable for the suitability for industrialized production of batch, in addition in-site installation construction weld seam quantity is many, workload is large, and the quality of hetermorphiscal column can not be guaranteed.
Can not realize the problems such as industrialized mass production and in-site installation construction sequence be complicated to solve steel pipe concrete profiled pile, needing to seek one can realize industrialized mass production, on-the-spot again can the steel pipe concrete profiled pile form of Fast Installation construction.
Utility model content
The utility model aims to provide a kind of industrialized mass production that can be applicable to, assembly concrete-filled steel tube combined special-shaped column form that job site can be spliced fast.The technical solution of the utility model is as follows:
A kind of T-shaped assembling combined special-shaped column hetermorphiscal column, this post comprises steel plate, high-strength bolt and concrete, it is characterized in that, described steel plate comprises limit steel plate (7), two interior gussets (6) and three limits channel-section steel plate (8), limit steel plate (7) comprises mid portion (7-1), two ends (7-2) and two lateral parts (7-3), interior gusset (6) comprises corner part (6-1), two ends (6-2) and two lateral parts (6-3), lateral parts (6-3) consistent size of two lateral parts (7-3) respectively with two interior gussets (6) of limit steel plate (7), and offer mutually corresponding bolt hole, another lateral parts (6-3) consistent size of two interior gussets (6), and offer mutually corresponding bolt hole, limit steel plate (7) and two interior gusset (6) sizes cooperatively interact, limit steel plate (7) and the corresponding end of interior gusset (6) are by being welded to connect rear formation T-shaped hetermorphiscal column with limit channel-section steel plate (8), T-shaped hetermorphiscal column is square at middle part and three end cross-sectional, form square steel pipe, between limit steel plate (7) and interior gusset (6) and interior gusset (6) corresponding lateral parts each other closely near and be fixedly connected with by high-strength bolt, concrete is cast with in each square steel pipe.
The beneficial effects of the utility model are as follows:
(1) suitability for industrialized production is applicable to, convenient processing and manufacture.This kind of hetermorphiscal column of whole building only need process the steel plate of several cross-sectional shape, as long as and correspondingly adjust the size of steel plate according to the size in pillar cross section and floor height.So just can be implemented in bulk production in factory, drastically increase production efficiency.
(2) weld seam quantity is few, and on-the-spot welding workload is little, and speed of application is fast, and the overall performance of hetermorphiscal column is good.Compared with the steel pipe concrete profiled pile connected with batten plate formula conventional in the market or lacing formula, weld seam quantity reduces in a large number, welding difficulty also greatly reduces, the residual stress meanwhile brought due to a large amount of welding and the impact of permanent set also reduce a lot, thus the overall performance of hetermorphiscal column is guaranteed.
(3) convenient with wall connecting.Post limit can not be stretched out in the two ends of bolt, but inside post limit, would not affect the connection of post and body of wall like this, makes construction more convenient.
Accompanying drawing explanation
Fig. 1 a, 1b, 1c, 1d are the floor map of Four types steel plate, and Fig. 1 a is exterior angle steel plate 5, Fig. 1 b be interior gusset 6, Fig. 1 c be limit steel plate 7, Fig. 1 d is limit channel-section steel plate 8;
Fig. 2 is the organigram of high-strength bolt;
Fig. 3 a, 3b, 3c, 3d are the schematic three dimensional views of Four types steel plate;
Fig. 4 a, 4b, 4c are L shape, the schematic three dimensional views of T-shaped and the concrete combined special-shaped post of cross tube;
Fig. 5 a, 5b, 5c are L shape, the generalized section of T-shaped and the concrete combined special-shaped post of cross tube;
Fig. 6 a, 6b, 6c, 6d are the work progress schematic diagram of the concrete combined special-shaped post of cross tube; Fig. 6 a is the schematic diagram behind in-site installation location; Fig. 6 b is the schematic diagram after loading onto high-strength bolt; Fig. 6 c be butt weld connect and floor is welded on steel plate relevant position after schematic diagram; Fig. 6 d is schematic diagram after concreting;
In figure: 1, bolt hole, 2, weld seam, 3, concrete, 4, high-strength bolt, 5, exterior angle steel plate (comprising corner part 5-1, two end 5-2 and two lateral parts 5-3), 6, interior gusset (comprises corner part 6-1, two end 6-2 and two lateral parts 6-3), 7, limit steel plate (comprising mid portion 7-1, two end 7-2 and two lateral parts 7-3), 8, limit channel-section steel plate, 9, floor.
Detailed description of the invention
The utility model provides a series of assembly concrete-filled steel tube combined special-shaped column form, adopt the steel plate of 4 kinds of different cross section types as shown in figures 1 and 3, form the concrete filled steel tube combined special-shaped column of different cross section type by the combination of the wherein steel plate of any several cross-sectional shape.4 block plates of 3 kinds of section forms being connected into concrete filled steel tube combined special-shaped column that cross sectional shape is L shape by the high-strength bolt of butt weld and Fig. 2 or 6 block plates of 3 kinds of section forms are connected into concrete filled steel tube combined special-shaped column that cross sectional shape is T-shaped by butt weld and bolt or by butt weld and bolt, 8 block plates of 2 kinds of section forms are connected into cross sectional shape is criss-cross concrete filled steel tube combined special-shaped column, fluid concrete in the groove after steel plate has connected.Respectively the combined special-shaped column of several form is described below:
L shape concrete filled steel tube combined special-shaped column, comprises steel plate, high-strength bolt and concrete; Steel plate comprises exterior angle steel plate (5), interior gusset (6) and two limits channel-section steel plate (8), exterior angle steel plate (5) comprises corner part (5-1), two ends (5-2) and two lateral parts (5-3), interior gusset (6) comprises corner part (6-1), two ends (6-2) and two lateral parts (6-3); Two lateral parts (6-3) consistent size of exterior angle steel plate (5) two lateral parts (5-3) and interior gusset (6), offer mutually corresponding bolt hole; Exterior angle steel plate (5) and the corresponding end of interior gusset (6) form L shape hetermorphiscal column afterwards by being welded to connect with limit channel-section steel plate (8), L shape hetermorphiscal column corner and two end cross-sectional are square formation square steel pipe, two lateral parts (6-3) of interior gusset and two lateral parts (6-3) of exterior angle steel plate closely near and be fixedly connected with by high-strength bolt, in each square steel pipe, be cast with concrete.
The concrete combined special-shaped post of teeprofile, comprises steel plate, high-strength bolt and concrete, steel plate comprises limit steel plate (7), two interior gussets (6) and three limits channel-section steel plate (8), limit steel plate (7) comprises mid portion (7-1), two ends (7-2) and two lateral parts (7-3), interior gusset (6) comprises corner part (6-1), two ends (6-2) and two lateral parts (6-3), lateral parts (6-3) consistent size of two lateral parts (7-3) respectively with two interior gussets (6) of limit steel plate (7), and offer mutually corresponding bolt hole, another lateral parts (6-3) consistent size of two interior gussets (6), and offer mutually corresponding bolt hole, limit steel plate (7) and two interior gusset (6) sizes cooperatively interact, limit steel plate (7) and the corresponding end of interior gusset (6) are by being welded to connect rear formation T-shaped hetermorphiscal column with limit channel-section steel plate (8), T-shaped hetermorphiscal column is square at middle part and three end cross-sectional, form square steel pipe, between limit steel plate (7) and interior gusset (6) and interior gusset (6) corresponding lateral parts each other closely near and be fixedly connected with by high-strength bolt, concrete is cast with in each square steel pipe.
The concrete combined special-shaped post of cross tube, comprises steel plate, high-strength bolt and concrete; Steel plate comprises four interior gussets (6) and four limits channel-section steel plate (8), and interior gusset (6) comprises corner part (6-1), two ends (6-2) and two lateral parts (6-3); Interior gusset (6) end and limit channel-section steel plate (8) size cooperatively interact, end and limit channel-section steel plate (8) of adjacent interior gusset (6) are welded to connect and form cross hetermorphiscal column, the center of cross hetermorphiscal column and four end cross-sectional are square, form square steel pipe, the lateral parts consistent size of corresponding interior gusset (6), closely near and be fixedly connected with by high-strength bolt, in each square steel pipe, be cast with concrete.
4 kinds of steel plate cross-sectional shape, wherein there is the steel plate of 3 kinds of cross-sectional shape on its two longer limit, have the bolt hole 1 of a determining deviation side by side along the short transverse of steel plate, should be very close to each other between steel plate when location installed at the scene by steel plate, closely be placed in together, by high-strength bolt 4 and butt weld, all steel plates are linked to be entirety, steel pipe connecting fishplate bar arranges floor 9, finally concreting 3 in square steel pipe along short transverse interval.
For understanding the utility model further, existing for the concrete combined special-shaped post of cross tube, elaborate its site operation process.
Due to the symmetry of star section, so only need the steel plate of two kinds of cross-sectional shape, the steel plate of two kinds of cross-sectional shape is respectively as shown in Fig. 1 b and Fig. 1 d.First, the steel plate that prefabrication is good installs location at the scene, as shown in Figure 6 a.After steel plate has been located, next high-strength bolt is arranged on steel plate, has tightened, ensured the reliable connection between steel plate, as shown in Figure 6 b.Then, welder's welding, connects the relevant position simultaneously floor being welded on steel plate, as fig. 6 c by butt weld between steel plate.Finally, concreting, as shown in fig 6d.Can find, whole installation process is very convenient and quick, drastically increases the speed of construction, has saved cost.
Claims (2)
1. a T-shaped assembling combined special-shaped column, this post comprises steel plate, high-strength bolt and concrete, it is characterized in that, described steel plate comprises limit steel plate (7), two interior gussets (6) and three limits channel-section steel plate (8), limit steel plate (7) comprises mid portion (7-1), two ends (7-2) and two lateral parts (7-3), interior gusset (6) comprises corner part (6-1), two ends (6-2) and two lateral parts (6-3), lateral parts (6-3) consistent size of two lateral parts (7-3) respectively with two interior gussets (6) of limit steel plate (7), and offer mutually corresponding bolt hole, another lateral parts (6-3) consistent size of two interior gussets (6), and offer mutually corresponding bolt hole, limit steel plate (7) and two interior gusset (6) sizes cooperatively interact, limit steel plate (7) and the corresponding end of interior gusset (6) are by being welded to connect rear formation T-shaped hetermorphiscal column with limit channel-section steel plate (8), T-shaped hetermorphiscal column is square at middle part and three end cross-sectional, form square steel pipe, between limit steel plate (7) and interior gusset (6) and interior gusset (6) corresponding lateral parts each other closely near and be fixedly connected with by high-strength bolt, concrete is cast with in each square steel pipe.
2. combined special-shaped column according to claim 1, is characterized in that, the lateral parts of gusset (5) and the lateral parts of interior gusset (6) are provided with many floors (9) outside.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520291904.4U CN204691074U (en) | 2015-05-07 | 2015-05-07 | T-shaped assembling combined special-shaped column |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520291904.4U CN204691074U (en) | 2015-05-07 | 2015-05-07 | T-shaped assembling combined special-shaped column |
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| CN204691074U true CN204691074U (en) | 2015-10-07 |
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| CN201520291904.4U Expired - Fee Related CN204691074U (en) | 2015-05-07 | 2015-05-07 | T-shaped assembling combined special-shaped column |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507495A (en) * | 2015-05-07 | 2016-04-20 | 天津大学 | Special T-shaped concrete-filled steel tubular composite column applicable to industrial production |
| CN105544865A (en) * | 2016-02-24 | 2016-05-04 | 南京工业大学 | Prestress assembly type combined special-shaped column |
-
2015
- 2015-05-07 CN CN201520291904.4U patent/CN204691074U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105507495A (en) * | 2015-05-07 | 2016-04-20 | 天津大学 | Special T-shaped concrete-filled steel tubular composite column applicable to industrial production |
| CN105544865A (en) * | 2016-02-24 | 2016-05-04 | 南京工业大学 | Prestress assembly type combined special-shaped column |
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| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151007 Termination date: 20160507 |