Hot Rolled Sheet Pile

Hot rolled U type sheet pile Photos

Hot rolled U type sheet pile

Hot rolled U type steel sheet piles all have a type of steel with a locking mouth. Its cross-section is straight plate, groove, and Z type. It comes in various sizes and interlocking forms. Common types include Larsen type, Lachwana type, etc. These steel sheet piles can be freely combined to form a continuous and compact retaining wall or retaining wall steel structure.

The production process of U type steel sheet piles is mainly achieved through high-temperature rolling of the section steel mill. It has special dimensions, superior performance, reasonable cross-section, high quality, and tight waterproof locking. The disadvantages include high technical difficulty, high production costs, and inflexible specifications and series.

 

Advantages of hot-rolled U type sheet piles:

1. High quality (high strength, light weight, good water resistance);

2. Simple construction, shortened construction period, good durability, and a lifespan of over 50 years;

3. The construction cost is cheap, the interchangeability is good, and it can be reused 58 times;

4. Construction has significant environmental effects, significantly reducing the amount of soil and concrete used, effectively protecting land resources;

5. The timeliness of disaster relief and rescue is strong, such as flood control, landslides, collapses, quicksand, etc;

6. Handle and solve a series of problems during the mining process;

7. For construction tasks, it can reduce the requirements for space;

8. The use of steel sheet piles can provide necessary safety and strong timeliness;

9. The use of steel sheet piles can be unrestricted by weather conditions;

10. Using steel sheet pile materials can simplify the complexity of inspection materials and system materials

 

 

Asia Type Hot Rolled Sheet Piling Types

Section	Dimensions			Sectional Area	Mass		Moment of inertia	Modulus of section
	Width	Height	Thickness		Pile	Wall
	w	h	t
	mm	Mm	mm	cm2/pile	kg/m	kg/m2	cm4/m	cm3/m
ⅠA	400	85	8	45.21	35.5	88.8	4500	529
Ⅱ	400	100	10.5	61.2	48	120	8740	874
Ⅲ	400	125	13	76.4	60	150	16800	1340
ⅢA	400	150	13.1	74.4	58.4	146	22800	1520
Ⅳ	400	170	15.5	97	76.1	190	38600	2270
ⅤL	500	200	24.3	133.8	105	210	63000	3150
ⅥL	500	225	27.6	153	120	240	86000	3820
ⅡW	600	130	10.3	78.7	61.8	103	13000	1000
ⅢW	600	180	13.4	104	81.6	136	32400	1800
ⅣW	600	210	18	135.3	106	177	56700	2700

Note: For Asia hot rolled U type sheet pile, most frequently mentioned brand is FSP, NSP, SKSP, JFESP, all mean same sizes.

 

Europe Larssen sheet pile

 

Section	Dimensions				Mass		Moment of inertia	Modulus of section
	Width	Height	Thickness		Per pile	Wall
	w	h	t	s
	mm	mm	mm	mm	kg/m	kg/m2	cm4/m	cm3/m
750mm wide
CHU 14	750	408	10.0	8.3	77.9	104	28 690	1 415
CHU 16	750	411	11.5	9.3	86.3	115	32 860	1 610
CHU 18	750	441	10.5	9.1	88.5	118	39 310	1 790
CHU 20	750	444	12.0	10.0	96.9	129	44 450	2 010
CHU 23	750	447	13.0	9.5	102.1	136	50 710	2 280
CHU 25	750	450	14.5	10.2	110.4	147	56 250	2 510
600mm wide
CHU 12	600	360	9.8	9.0	66.1	110	21 610	1 210
CHU 12S	600	360	10.0	10.0	71.0	118	22 670	1 270
CHU 18-1	600	430	10.2	8.4	72.6	121	35 960	1 680
CHU 18	600	430	11.2	9.0	76.9	128	38 660	1 810
CHU 18+1	600	430	12.2	9.5	81.1	135	41 330	1 930
CHU 22-1	600	450	11.1	9.0	81.9	137	46 390	2 070
CHU 22	600	450	12.1	9.5	86.1	144	49 470	2 210
CHU 22+1	600	450	13.1	10.0	90.4	151	52 520	2 345
CHU 28-1	600	452	14.2	9.7	97.4	162	60 590	2 690
CHU 28	600	454	15.2	10.1	101.8	170	64 470	2 850
CHU 28+1	600	456	16.2	10.5	106.2	177	68 390	3 010
CHU 32-1	600	452	18.5	10.6	109.9	183	69 220	3 075
CHU 32	600	452	19.5	11.0	114.1	190	72 330	3 210
CHU 32+1	600	452	20.5	11.4	118.4	197	75 410	3 350
600mm and 400mm wide
CHU 6N	600	309	6.0	6.0	41.9	70	9 680	635
CHU 7N	600	310	6.5	6.4	44.1	74	10 460	685
CHU 7S	600	311	7.2	6.9	46.3	77	11 550	750
CHU 7HWS	600	312	7.3	6.9	47.4	79	11 630	755
CHU 8N	600	312	7.5	7.1	48.5	81	12 020	780
CHU 8S	600	313	8.0	7.5	50.8	85	12 810	830
CHU 10N	600	316	9.0	6.8	55.8	93	15 710	1000
CHU 11N	600	318	10.0	7.4	60.2	100	17 460	1 105
CHU 12N	600	320	11.0	8.0	64.6	108	19 230	1 230
CHU 13N	600	418	9.0	7.4	59.9	100	26 600	1 280
CHU 14N	600	420	10.0	8.0	64.3	107	29 420	1 410
CHU 15N	600	422	11.0	8.6	68.7	115	32 270	1 540
CHU 16N	600	430	10.2	8.4	72.6	121	35 960	1 680
CHU 18N	600	430	11.2	9.0	76.9	128	38 660	1 810
CHU 20N	600	430	12.2	9.5	81.1	135	41 310	1 930
CHU 21N	600	450	11.1	9.0	81.9	137	46 390	2 070
CHU 22N	600	450	12.1	9.5	86.1	144	49 470	2 210
CHU 23N	600	450	13.1	10.0	90.4	151	52 520	2 345
CHU 27N	600	452	14.2	9.7	97.4	162	60 590	2 690
CHU 28N	600	454	15.2	10.1	101.8	170	64 470	2 850
CHU 30N	600	456	16.2	10.5	106.2	177	68 390	3 010
CHU 31N	600	452	18.5	10.6	109.9	183	69 220	3 075
CHU 32N	600	452	19.5	11.0	114.1	190	72 330	3 210
CHU 33N	600	452	20.5	11.4	118.4	197	75 420	3 350
CHU 16-400	400	290	12.7	9.4	62.0	155	22 600	1 570
CHU 18-400	400	292	15.0	9.7	69.3	173	26 100	1 795

 

Section	Dimensions				Mass		Moment of inertia	Modulus of section
	Width	Height	Thickness		Per pile	Wall
	w	h	t	s
	mm	mm	mm	mm	kg/m	kg/m2	cm4/m	cm3/m
CHL 600	600	150	9.5	9.5	56.4	94	3825	510
CHL 600K	600	150	10	10	59.4	99	4050	540
CHL 601	600	310	7.5	6,4	46.8	78	11520	745
CHL 602	600	310	8.2	8	53.4	89	12870	830
CHL 603	600	310	9.7	8.2	64.8	108	18600	1200
CHL 603K	600	310	10	9	68.1	113.5	19220	1240
CHL 603 10/10	600	310	10	10	69.6	116	19530	1260
CHL 604	600	380	10	9	73.8	123	30400	1600
CHL 605	600	420	13	9.2	85.5	142.5	43890	2090
CHL 606	600	435	14.4	9.2	94.2	157	54375	2500
CHL 607	600	452	19	10.6	114	190	72320	3200
CHL 703	700	400	9.5	8	67.5	96.4	24200	1210
CHL 716	700	440	10.2	9.5	79.9	114.2	35200	1600
CHL 720	750	450	12	10	96.4	128.5	45000	2000