A column splice joins one column to the one above it. Columns arrive in mill lengths, and a building taller than that length needs its columns spliced, usually a few feet above floor level where the erector can reach the joint from the deck. Splices also turn up in retrofit work, where a column is extended, replaced or reinforced after a change in loading.
The splice has to carry whatever the column carries across the joint: axial compression, axial tension where uplift or overturning governs, сдвиг, и момент. Aisc 360-16 sets out the procedures for each. This page walks through designing one in SkyCiv Connection Design.
Расчеты соединения колонны сращивания
A column splice is a slow connection to calculate by hand. Each plate has to be checked in tension, compression and bearing, each bolt group in shear, and the whole joint for block shear, all of it doubled because the upper and lower columns are separate connections either side of the splice. Aisc 360-16 gives the procedure for the axial, shear and moment capacity of each of those pieces.
В column splice calculator runs the same procedure. You supply the column sections, размеры тарелок, bolt specifications and loads, and it returns every check with its utilization ratio and the clause it came from, so the arithmetic stops being the part of the job that takes the time.
Болтовые соединения или сварка: Выбор правильного метода подключения
Bolting is the usual choice for a column splice. A bolted splice is made in the air by an erector with a wrench, it tolerates the small misalignments that come with erecting a frame, and it can be slackened and adjusted if something does not line up. Welding a splice at height means preheat, position welding and inspection on a joint that is hard to reach.
Подготовка контактной поверхности колонки: В “Подходит для медведя” Подход
Where the column ends are prepared so the two sections sit in full contact, compression transfers through bearing rather than through the bolts. That usually means fewer bolts and thinner plates, because the plates only have to carry tension, сдвиг и момент.
It is a decision that has to reach the fabricator. Fit to bear is a preparation requirement on the shop drawings, not something the connection design can assume on its own, so if you design on that basis, say so on the drawing.
Необходимость соединения столбцов
Splices appear wherever a column cannot be a single piece: buildings taller than the available mill length, sections that would be impossible to ship or lift in one, and retrofits where a column is extended or strengthened. In each case the splice has to reproduce the continuity the column would have had without it.
Designing a Column Splice in SkyCiv
The design code can be AISC 360-16 ASD или LRFD, and units English/Imperial or SI/Metric. Щелкните значок “Соединение колонн” плитка.
Детали вкладка
Record the project details here. None of it changes the calculations, but it carries into the report, which is what makes a set of designs traceable later.
Вкладка "Сборка"
Three tabs sit under Assembly: the Lower Column, the Upper Column, and the Connection, which holds the flange plate and web plate.
Вкладка «Нижний столбец»
Specify the section and material grade of the lower column. A992 and A36 are in the list; for anything else choose Custom and enter Fy and Fu.
Вкладка «Верхний столбец»
The same inputs, plus the option to declare the columns fit to bear. Выбрать “ДА” and the compressive load is designed at the column contact surface instead of through the bolted connection, which gives a more economical connection. Как указано выше, that is a requirement you have to pass to the fabricator: the columns must actually be prepared to bear.
Вкладка «Подключение»: Фланцевая пластина
Set the flange plate properties: grade A36, A992 or A572 Gr.50, or Custom with your own Fy and Fu, then b (ширина), час (рост) и спасибо (толщина). Watch the 3D renderer as you type and check the plate geometry makes sense, in particular that there is room for the bolt group you are about to define on the Fixtures tab.
Вкладка «Подключение»: Вы можете заметить, что основное отличие заключается в соединении полок балки с опорной колонной.
Same inputs as the flange plate. Check the renderer again before moving on.
приспособление 1-4 Вкладка
This is where the bolts are defined, one fixture per interface:
приспособление 1 – Фланцевая пластина к нижнему фланцу колонны
приспособление 2 – Фланцевая пластина к фланцу верхней колонны
приспособление 3 – Перемычка к нижней стенке колонны
приспособление 4 – Перемычка к перемычке верхней колонны
Первый, the bolt-hole types at the column flange or web and at the plates. Fabricators usually ask for standard holes (ЗППП) in the member and oversized holes (ОВС) in the plate, which buys fitting tolerance in the field.
следующий, the bolt material or grade: A307, А325, A490 or Custom. A325 and A490 are grades within ASTM F3125, which consolidated the older standalone specifications, so a drawing calling for A325 is calling for F3125 Grade A325. Choose N or X for a bearing-type connection and SC for slip-critical.
Slip-critical joints have lower design bolt capacity than bearing-type, so use them where slip actually matters: oversized or slotted holes, load reversal, or fatigue. В этом примере, using OVS holes in either the column or the plate means the bolts are automatically checked as slip-critical. Between N and X, X gives the larger bolt shear capacity, but the threads must be excluded from the shear plane, which the erector has to know about. Between SC(А) and SC(В), СК(В) gives the larger capacity and requires a more thoroughly prepared faying surface, for example SSPC-SP6 commercial blast cleaning.
Then the bolt diameter, from 5/8″ to 1-1/2″ or the metric equivalents, and the arrangement, вплоть до 8 болтовые ряды и 12 болтовые колонны. Set the bolt row spacing, column spacing and gage. В “край” input is the distance from the column end to the first bolt column.
For more on the fastener side of this, see the documentation on болты.
Вкладка "Нагрузки"
Enter the compressive or tensile load as ‘Fy’, the horizontal shear as ‘Fz’, and the strong axis moment as ‘Mx’. Hover the tooltips for the sign convention and direction of each.
Match the loads to the design method you picked at the start. LRFD takes factored loads against design strength; ASD takes service loads against allowable strength. The software cannot tell which you typed, so mixing them produces a utilization ratio that means nothing.
Результаты вкладка
Нажмите “Выполнить проверки конструкции”. Anything missing from the earlier tabs is flagged here rather than silently defaulted.
The summary shows whether the connection passed, with a utilization ratio against each check and the governing one called out. Если это не удалось, change the inputs on the earlier tabs and click “Повторно запустите проверку проекта”. When it passes, “View Calculation Report” opens the detailed report.
That is an extract from the report. Each check carries its reference to the AISC manual or specification, and the working is laid out the way the specification lays it out, so a reviewing engineer can follow it line by line instead of reverse-engineering a result.
Вотэто PDF-копия полного подробного отчета о расчетах..
Designing a beam splice instead? В beam splice calculator works the same way.
Try It Yourself
The link below opens the module with the column splice already loaded. Enter your sections, тарелки, bolts and loads, and every check and code reference is shown in full. Он запускается в браузере, with nothing to install.
