MACON Deva

Precast elements made of reinforced pre-stressed concrete

• Electrical poles • Building precast elements • Roof precast elements • Road and bridges precast elements • Concrete pipes

• Presentation catalogue

Roof precast elements

Precast elements for skew back covers

Name		Length [cm]	Width [cm]	H [cm]	h [cm]	Weight [kg]	Volume [mc]	Reinforcing	Accepted loadings on one concrete arch rib [kg/ml]
Name		Length [cm]	Width [cm]	H [cm]	h [cm]	Weight [kg]	Volume [mc]	Reinforcing	P1 *	P2 **	P3 ***
IPCT Project type no.91 - specification 2, 3
Fire resistance limit: 90 minutes
ECP 1,5X9	a	890	149	44	40	2750	1,1	2X2TBP12	285	390	580
	b	890	149	44	40	2750	1,1	2X3TBP9	225	335	470
	c	890	149	44	40	2750	1,1	2X2TBP9	135	190	285
	d	890	149	44	40	2750	1,1	2X1TBP9	110	155	240
ECP 1,5X12	a	1190	149	55	50	3970	1,59	2X5TBP9	240	375	495
	b	1190	149	55	50	3970	1,59	2X4TBP9	185	255	395
	c	1190	149	55	50	3970	1,59	2X2TBP12	160	215	350
	d	1190	149	55	50	3970	1,59	2X3TBP9	125	170	250
ECP 1,5X15	a	1465	149	69	65	5550	2,22	2X3TBP12	225	360	490
	b	1465	149	69	65	5550	2,22	2X5TBP9	200	305	430
	c	1465	149	69	65	5550	2,22	2X4TBP9	145	200	330
	d	1465	149	69	65	5550	2,22	2X2TBP9	120	165	280
ECP 1,5X18	a	1765	149	80	75	7200	2,88	2X4TBP12	205	355	480
	b	1765	149	80	75	7200	2,88	2X3TBP12	130	185	325
	c	1765	149	80	75	7200	2,88	2X4TBP9	66	115	195

*P1 - the accepted loading uniformly distributed corresponding to the normal exploitation limits under a long – term loading stress
**P2 - the admissible loading per element as full load corresponding to the limits of normal exploitation under a long – term load
***P3 - accepted loading corresponding to the last limit of resistance

Precast elements for straight back covers and caisson section

Name		Length [cm]	Width [cm]	H [cm]	Weight [kg]	Volume [mc]	Reinforcing	Accepted loadings on one concrete arch rib [kg/ml]
Name		Length [cm]	Width [cm]	H [cm]	Weight [kg]	Volume [mc]	Reinforcing	P1 *	P2 **	P3 ***
IPCT Project type no.91 - specification 1
Fire resistance Limit: 90 minutes
EP 1,5X6	a	593	149	24	1500	0,6	2X1TBP12	240	275	320
	b	593	149	24	1500	0,6	2X1TBP12; 2X10PC60	210	280	440
	c	593	149	24	1500	0,6	2X1TBP12; 2X12PC60	205	285	500

*P1 - the accepted loading corresponding to the 0,03mm crack middle opening at pre-stressed reinforcement level under the stress given by the full load
**P2 - the accepted loading corresponding to the 0,01mm crack middle opening at pre-stressed reinforcement level under the stress given by loading
***P3 - accepted loading corresponding to the last limit of resistance

Cross beams

Name	Length [cm]	Width [cm]	H [cm]	h [cm]	Weight [kg]	Volume [mc]	Reinforcing
Project type 2115/v -5104/lia- 5029 (loading according to IPCT)
Fire resistance Limit: 90 minutes
G12-6 9T	1180	32	95	45	3326	1,33	9 TBP 12
G15-4A	1480	50	138	86	8200	3,28	16 TBP 12
G18-4A	1780	50	145	86	10360	4,143	20 TBP 15
G21-1 A1	2080	60	147,5	90	15050	6,02	30 TBP 12
G24-A2	2380	60	150	90	17450	6,98	30 TBP 12

Longitudinal beams

Name		Length [cm]	H [cm]	h [cm]	Weight [kg]	Volume [mc]	Reinforcing	Accepted loadings on one concrete arch rib [t/ml]
Name		Length [cm]	H [cm]	h [cm]	Weight [kg]	Volume [mc]	Reinforcing	P1 cap*	P2 cap**	P3 cap***
IPCT Project type no.91- specification 6
Fire resistance Limit : 90 minutes
G6-T	a	595	55	45	2250	0,9	12 TBP 12	3,87	5,1	7
	b	595	55	45	2250	0,9	10 TBP 12	3,63	4,8	6,7
	c	595	55	45	2250	0,9	8 TBP 12	3,19	4,3	6
	d	595	55	45	2250	0,9	6 TBP 12	2,56	3,56	5
	e	595	55	45	2250	0,9	4 TBP 12	1,76	2,55	3,7
GΨ6-15	a	595	47(18)	37(18)	3420	1,368	14 TBP 12	5,33	6,9	9,9
	b	595	47(18)	37(18)	3420	1,368	12 TBP 12	4,54	6,35	9,15
	c	595	47(18)	37(18)	3420	1,368	10 TBP 12	4	5,8	8,4
	d	595	47(18)	37(18)	3420	1,368	8 TBP 12	3,26	5	7,2
	e	595	47(18)	37(18)	3420	1,368	6 TBP 12	2,28	4	5,8
GΨ6-18	a	595	47(23)	37(23)	3630	1,425	16 TBP 12	6,52	8	11,9
	b	595	47(23)	37(23)	3630	1,425	14 TBP 12	5,58	7,4	10,95
	c	595	47(23)	37(23)	3630	1,425	12 TBP 12	5,04	7	10,3
	d	595	47(23)	37(23)	3630	1,425	10 TBP 12	4,05	6	9
	e	595	47(23)	37(23)	3630	1,425	8 TBP 12	3,41	5,3	7,8
	f	595	47(23)	37(23)	3630	1,425	6 TBP 12	2,76	4,35	6,45

*P1 - the accepted loading uniformly distributed corresponding to the normal exploitation limits under a long – term loading stress
**P2 - the admissible/permissible loading per element as full load corresponding to the limits of normal exploitation under a long – term loading
***P3 - accepted loading corresponding to the last limit of resistance

Handling:

The handling of the products is done by hanging, inside the mounting holes or inside the terminal lug. It’s also done mechanically using a lifting device corresponding to the maximum load demand and to the span.

Transportation:

It is done by train or by cars endowed accordingly. The precast element shall protected against sliding and overturning and shall be fixed to the means of transport.

Storing:

It is done in adequate places, on brackets, avoiding the contamination with substances that may destroy the concrete during usage. The brackets shall be placed at adequate distances according to the length of the product.