WO2021195673A1 - Superstructure rig mat of cold-formed steel - Google Patents

Superstructure rig mat of cold-formed steel Download PDF

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Publication number
WO2021195673A1
WO2021195673A1 PCT/VN2021/000007 VN2021000007W WO2021195673A1 WO 2021195673 A1 WO2021195673 A1 WO 2021195673A1 VN 2021000007 W VN2021000007 W VN 2021000007W WO 2021195673 A1 WO2021195673 A1 WO 2021195673A1
Authority
WO
WIPO (PCT)
Prior art keywords
mat
plate
rig
rig mat
steel
Prior art date
Application number
PCT/VN2021/000007
Other languages
French (fr)
Inventor
Ngo Xuan BINH
Original Assignee
Binh Ngo Xuan
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Binh Ngo Xuan filed Critical Binh Ngo Xuan
Publication of WO2021195673A1 publication Critical patent/WO2021195673A1/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C9/00Special pavings; Pavings for special parts of roads or airfields
    • E01C9/08Temporary pavings

Definitions

  • the present invention relates to a rig mat system that are widely used as a ground cover system on soft soil in many fields such as civil engineering, transportation, industry, oil and gas exploitation and military.
  • a traditional steel rig mat consisted of a number of common shaped steel beams (for example, C-shaped or I-shaped steel beam) and they are welded to each other rigidly. Those longitudinal and lateral beams defining desk insert with opening therebetween. These frames are constructed so that it can be inserted with wooden slabs inside the opening spaces. These slabs are made of wooden slats (blocks). These slats or blocks are arranged along the frame in the opening spaces to create the floor surface of the rig mat. Because there are only a few longitudinal bars (three or four bars) in the main bearing direction, this type of road mat often has a large deflection under heavy load and is easily damaged or deformed so hard to recover.
  • rig mats have low bearing capacity, and they are not flexible in designing and manufacturing rig mats with different sizes and structures.
  • These common rig mats use a lot of wood and thick steel beams that contribute to heavier weight, so they cost a lot to transport and haldle while the bearing capacity is poor.
  • Morover, the excessivee use of wood resources can affect badly to the environment, the wooden block has low durability that makes the repair and maintenance cost increase, so users want to order a superstructure steel rig mat type which is manufactured by cold- formed steel plates with lighter weight while ensuring bearing capacity, durability, and low maintenance.
  • a steel superstructure rig mat that are shapes manufactured from steel plates.
  • the steel superstructure rig mat consists of a surface plate with V-shaped longitudinal ribs; longitudinal U-shaped beams along the length of the mat; cross-grider beams and other steel plates such as bottom and surrounding plates that forming the appearance of the mat.
  • the surface plate with V- shaped longitudinal ribs significantly increase the roughness and hardness of the surface of the mat itself.
  • Longitudinal U-shaped beams are arranged in parallel with each other and welded to the underside of the surface plate.
  • Cross-grider beams are arraged perpendicular to the U-shaped beams. This superstructure results rignlat significantly stronger but ligher than the traditional rig mat.
  • Fig.1 is a perspective view of a superstructure rig mat of cold-formed steel
  • Fig. 2 is a plan view of upper surface of the mat with the the expression of the V- ribbed surface according to a specific embodiment of the present invention
  • Fig. 3 is a side view of the mat according to a specific embodiment of the present invention.
  • Fig. 4 is a cross section along A-A in Fig.2;
  • Fig. 5 is a partial view in Fig.4;
  • Fig. 6 is a bottom view from the B-B section in Fig.3, between the top plate and the bottom plate of the mat according to a specific embodiment of the present invention
  • Fig. 7 is the section along the C-C in Fig.2;
  • Fig. 8 is a partial view of Fig.7;
  • Fig. 9 shows an inter-locking enlargement view at both ends of the mat according to a specific embodiment of the present invention. Detailed description of the invention
  • the superstructure rig mat of cold-formed steel consists of parts as described below.
  • the surface steel plate 1 has a major role to receive the direct impact of the load of equipments as well as vehicles moving above.
  • the surface steel plate 1 is made from a cold-formed steel plate with multi- V-shaped ribs 11 running along the length of surface plate 1.
  • This surface plate 1 is arranged as top of the rig mat so that the V-shaped ribs faces upwards.
  • V-shaped ribs is desinged in addition to enhancing the rigidity of surface plate 1 but also increasing the friction for vehicles and people when moving on the surface of the rig mats. This invention also results to higher safety.
  • U-shaped beams 2 are manufactured from cold-formed steel by bending / stamping and they are welded to the underside of surface plate 1 along the length of the surface plate 1.
  • the number of U-shaped beams will depend on the width of the rig mat and the bearing capacity requirements of the rig mat.
  • lateral support bars 3 are steel plates with widen foot. They can be designed in L-shaped or inverted T-shaped, with the upper parts are fixed welded to the bottom of U-shaped beams 2 and perpendicular to these U- shaped beams. Widen foot is welded fixed to the bottom plate of the rig mat.
  • the bottom plate 4 is made of plain steel plate with the shape and size the same to the surface plate 1 , and placed parallel to the surface plate 1, but slightly skewed along the longitudinal edge of the rig mat.
  • two inclined plain steel plates 5 and 6 are welded at both ends of the mat on the same side of surface plate 1 and bottom plate 4 to form tapter shapes, two inclined edges of the tapers is parallel to each other to form a parallelogram shape of the rig mat when viewed from the side.
  • the two side steel plates of the rig mat 7 in the parallelogram shapas mentioned above, are welded to the respective edges of surface plate 1 , bottom plate 4 and inclined plates 5, 6. forming a box.
  • the rig mat in the complete according to an embodiment of the present invention has the overall shape as shown in Fig.l and Fig.2.
  • the present prevention can be manufactured with arbitrary dimensions.
  • the rig mat has a width of 2.4m, a length of 6m -12 m, and a thickness (height) of 0.1 - 0.15m.
  • this inter-locking mechanism 8 consists of a female connector 81 and a male connector 82 are created on the two inclined plates 5 and 6, respectively, so that when the two mats are assembled together, the femal connector 81 of one mat will be locked with male connector 82 of the adjacent mat.
  • the femal connector 81 is created on the plate 5 that is facing upwards, and the male connector 82 is created on the plate 6 that faces downwards (Fig.9).
  • each mat is designed with a number of hanging shackles 9, preferably there are four 9 hanging shackles created near the respective corners of the mat (Fig. 8 and Fig. 9).

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Road Paving Structures (AREA)

Abstract

The superstructure rig mat of cold-formed steel consists of a surface steel plate (1) with V-shaped longitudinal ribs (11) along the length of plate (1); multi-U-shaped beams manufactured from cold-formed steel by bending / stamping and welded to the underside of surface plate (1) along the length of the surface plate (1); lateral support bars (3) designed perpendicularly to the U-shaped beams (2); two inclined plain steel plates (5) and (6) are welded at both ends of the mat; the two side steel plates of the rig mat (7) in the parallelogram shapas welded to the respective edges of surface plate (1), bottom plate (4) and inclined plates (5) and (6) forming a out-box of the rig mat; and an inter-locking system (8) mounted on the plates (5) and (6).

Description

SUPERSTRUCTURE RIG MAT OF COLD-FORMED STEEL Technical field of the invention
The present invention relates to a rig mat system that are widely used as a ground cover system on soft soil in many fields such as civil engineering, transportation, industry, oil and gas exploitation and military.
Background of the invention
In the prior art, traditional rig mats have been used mainly for the oil and gas industry and other industries for many years. Previously, a traditional steel rig mat consisted of a number of common shaped steel beams (for example, C-shaped or I-shaped steel beam) and they are welded to each other rigidly. Those longitudinal and lateral beams defining desk insert with opening therebetween. These frames are constructed so that it can be inserted with wooden slabs inside the opening spaces. These slabs are made of wooden slats (blocks). These slats or blocks are arranged along the frame in the opening spaces to create the floor surface of the rig mat. Because there are only a few longitudinal bars (three or four bars) in the main bearing direction, this type of road mat often has a large deflection under heavy load and is easily damaged or deformed so hard to recover.
In the prior art, traditional rig mats with common shaped steel frames have some inherent disadvantages. These shaped steel beams with fixed height and width leads to in flexibility in designing the mat with different sizes or thickness (height), so it cannot meet all needs of users (customers). Shaped steel beams are usually thick, heavy and they have not better bearing capacity than many cold-formed steel structures today.
Traditional rig mats use a large amount of wood to be used as desk insert. During operations, wooden blocks can absorb water then the weight can be increased and they are susceptible to damage by loads, the environment and insects. After 1-2 years of use, the rig mat with wooden block inserts is easily damaged. Moreover, the damaged woodent blocks are difficult to be replaced because the steel frames have been welded together firmly. That leads to the cost of replacement, transportation and handling in general for traditional rig mats. Moreover, due to the scarcity of timber resources, the heavy use of wood will lead to a negative impact on the environment.
Meanwhile, the traditional types of rig mats have low bearing capacity, and they are not flexible in designing and manufacturing rig mats with different sizes and structures. These common rig mats use a lot of wood and thick steel beams that contribute to heavier weight, so they cost a lot to transport and haldle while the bearing capacity is poor. Morover, the excesive use of wood resources can affect badly to the environment, the wooden block has low durability that makes the repair and maintenance cost increase, so users want to order a superstructure steel rig mat type which is manufactured by cold- formed steel plates with lighter weight while ensuring bearing capacity, durability, and low maintenance.
Thus, due to the fact that the use of rig mats, it is necessary to develop a completely new type of steel rig mat with lighter weight, better bearing capacity and durability and more flexible in design and manufacturing.
Summary of the invention
In an embodiment of the present invention, a steel superstructure rig mat that are shapes manufactured from steel plates is provided. The steel superstructure rig mat consists of a surface plate with V-shaped longitudinal ribs; longitudinal U-shaped beams along the length of the mat; cross-grider beams and other steel plates such as bottom and surrounding plates that forming the appearance of the mat. The surface plate with V- shaped longitudinal ribs significantly increase the roughness and hardness of the surface of the mat itself. Longitudinal U-shaped beams are arranged in parallel with each other and welded to the underside of the surface plate. Cross-grider beams are arraged perpendicular to the U-shaped beams. This superstructure results rignlat significantly stronger but ligher than the traditional rig mat. Two ends of the mat are designed in a taper shaped with a simple simple but effective interlocking system that helps the mats can be easily paired together to create a solid matting system. The features and advantages of the present invention will become more apparent after reviewing the following description of some illustrative embodiments and the appended claims.
Brief description of the drawings
The present invention as summarized above will now be described with reference to the accompanying drawings of specific embodiments so as to demonstrate the subject matter and advantages of the present invention with additional clarity and details. However, it is to be understood that the embodiments disclosed herein are only the typical embodiments and are not intended to limit the scope of the present invention. In the drawings:
Fig.1 is a perspective view of a superstructure rig mat of cold-formed steel
Fig. 2 is a plan view of upper surface of the mat with the the expression of the V- ribbed surface according to a specific embodiment of the present invention;
Fig. 3 is a side view of the mat according to a specific embodiment of the present invention;
Fig. 4 is a cross section along A-A in Fig.2;
Fig. 5 is a partial view in Fig.4;
Fig. 6 is a bottom view from the B-B section in Fig.3, between the top plate and the bottom plate of the mat according to a specific embodiment of the present invention;
Fig. 7 is the section along the C-C in Fig.2;
Fig. 8 is a partial view of Fig.7;
Fig. 9 shows an inter-locking enlargement view at both ends of the mat according to a specific embodiment of the present invention. Detailed description of the invention
The present invention will be described in detail with reference to the figures from Fig.l to Fig.9. Accordingly, the superstructure rig mat of cold-formed steel consists of parts as described below.
As shown In Fig.l and Fig.2, the surface steel plate 1 has a major role to receive the direct impact of the load of equipments as well as vehicles moving above. The surface steel plate 1 is made from a cold-formed steel plate with multi- V-shaped ribs 11 running along the length of surface plate 1. This surface plate 1 is arranged as top of the rig mat so that the V-shaped ribs faces upwards. V-shaped ribs is desinged in addition to enhancing the rigidity of surface plate 1 but also increasing the friction for vehicles and people when moving on the surface of the rig mats. This invention also results to higher safety.
As shown In Fig.4, Fig.5 and Fig.6, U-shaped beams 2 are manufactured from cold-formed steel by bending / stamping and they are welded to the underside of surface plate 1 along the length of the surface plate 1. The number of U-shaped beams will depend on the width of the rig mat and the bearing capacity requirements of the rig mat.
As shown In Fig.5, Fig.6, Fig.8 and Fig.9, lateral support bars 3 are steel plates with widen foot. They can be designed in L-shaped or inverted T-shaped, with the upper parts are fixed welded to the bottom of U-shaped beams 2 and perpendicular to these U- shaped beams. Widen foot is welded fixed to the bottom plate of the rig mat.
As shown In Fig.3, Fig.4 and Fig.7, the bottom plate 4 is made of plain steel plate with the shape and size the same to the surface plate 1 , and placed parallel to the surface plate 1, but slightly skewed along the longitudinal edge of the rig mat.
As shown In Fig.l, Fig.2, Fig.3 and Fig.6, two inclined plain steel plates 5 and 6 are welded at both ends of the mat on the same side of surface plate 1 and bottom plate 4 to form tapter shapes, two inclined edges of the tapers is parallel to each other to form a parallelogram shape of the rig mat when viewed from the side. As shown in Fig.l and Fig.3, the two side steel plates of the rig mat 7, in the parallelogram shapas mentioned above, are welded to the respective edges of surface plate 1 , bottom plate 4 and inclined plates 5, 6. forming a box.
The rig mat in the complete according to an embodiment of the present invention has the overall shape as shown in Fig.l and Fig.2.
The present prevention can be manufactured with arbitrary dimensions. According to a preferred alternative, the rig mat has a width of 2.4m, a length of 6m -12 m, and a thickness (height) of 0.1 - 0.15m.
When it is necessary to combine the rit mats according to the embodiment of the present invention into a single surface, a system of rig mats, which the mats are interconnected together by an inter-locking system 8 mounted on the plates 5 and 6 of the rig mat. According to a preferred alternative, this inter-locking mechanism 8 consists of a female connector 81 and a male connector 82 are created on the two inclined plates 5 and 6, respectively, so that when the two mats are assembled together, the femal connector 81 of one mat will be locked with male connector 82 of the adjacent mat. According to a specific alternative, the femal connector 81 is created on the plate 5 that is facing upwards, and the male connector 82 is created on the plate 6 that faces downwards (Fig.9).
In order to facilitate the movement and hanlding work of the rig mat by crane, each mat is designed with a number of hanging shackles 9, preferably there are four 9 hanging shackles created near the respective corners of the mat (Fig. 8 and Fig. 9).

Claims

1. A superstructure rig mat of cold-formed steel includes: the surface steel plate (1) is made from a cold- formed steel plate with multi- V- shaped ribs (11) along the length of surface plate (1). This surface plate (1) is arranged as top of the rig mat so that the V-shaped ribs faces upwards; multi-U-shaped beams (2) are manufactured from cold-formed steel by bending / stamping and they are welded to the underside of surface plate (1) along the length of the surface plate (1). The number of U-shaped beams will depend on the width of the rig mat and the bearing capacity requirements of the rig mat; lateral support bars (3) are steel plates with widen foot. They can be designed in L- shaped or inverted T-shaped, with the upper parts are fixed welded to the bottom of U-shaped beams (2) and perpendicular to these U-shaped beams. Widen feet are welded fixed to the bottom plate (4) of the rig mat. the bottom plate (4) is made of plain steel plate with the shape and size the same to the surface plate (1), and placed parallel to the surface plate 1, but slightly skewed along the longitudinal edge of the rig mat. many support bars (3) are steel plates with wide foot plates with a fixed upper part welded to the bases of the U-shaped beams (2) and perpendicular to these U- shaped beams with a fixed welded foot section with the bottom plate (4), this bottom plate (4) is made of flat steel with the right circumference shape by the face plate (1); two inclined plain steel plates (5) and (6) are welded at both ends of the mat on the same side of surface plate 1 and bottom plate (4) to form tapter shapes, two inclined edges of the tapers is parallel to each other to form a parallelogram shape of the rig mat when viewed from the side; the two side steel plates of the rig mat (7), in the parallelogram shapas mentioned above, are welded to the respective edges of surface plate 1, bottom plate (4) and inclined plates (5) and (6) forming a out-box of the rig mat. where: a system of rig mats, in which the mats are interconnected together by an inter locking system (8) mounted on the plates (5) and (6) of the rig mat.
2. A rig mat according to point 1, in which the inter-locking mechanism (8) consists of a female connector (81) and a male connector (82) are created on the two inclined plates (5) and (6), respectively, so that when the two mats are assembled together, the femal connector 81 of one mat will be locked with male connector (82) of the adjacent mat. According to a specific alternative, the femal connector (81) is created on the plate 5 that is facing upwards, and the male connector (82) is created on the plate (6) that faces downwards.
3. A rig mat in accordance with point 2, in which the female connector (81) is mounted on the plate (5) that is facing upwards, and the male connector (82) is created on the plate (6) which is directed downwards.
4. A rig mat in the points 1 to 3, includes shackles (9) for halding work by crane.
5. A rig mat according to point 1 and according to a preferred embodiment of the present invention, the mat has a width of 2.4m, a length of 6m -12 m, and a thickness of 0.1 - 0.15m or any.
PCT/VN2021/000007 2020-03-27 2021-03-26 Superstructure rig mat of cold-formed steel WO2021195673A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
VN202001813 2020-03-27
VN1-2020-01813 2020-03-27

Publications (1)

Publication Number Publication Date
WO2021195673A1 true WO2021195673A1 (en) 2021-09-30

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Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/VN2021/000007 WO2021195673A1 (en) 2020-03-27 2021-03-26 Superstructure rig mat of cold-formed steel

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WO (1) WO2021195673A1 (en)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100650411B1 (en) * 2005-12-29 2006-11-30 성균관대학교산학협력단 Tunnel cover plate
US20100126376A1 (en) * 2008-11-24 2010-05-27 Institue Of International Container Lessors Container flooring system
US20140199119A1 (en) * 2013-01-15 2014-07-17 Rig Mats Of America, Inc. Interlocking rig mats
CN204849519U (en) * 2015-06-05 2015-12-09 邱位能 Formula of bearing steel plate member that building site used
CN209144647U (en) * 2018-10-28 2019-07-23 衡水益通管业股份有限公司 A kind of combined planar load-bearing steel plate of high intensity

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100650411B1 (en) * 2005-12-29 2006-11-30 성균관대학교산학협력단 Tunnel cover plate
US20100126376A1 (en) * 2008-11-24 2010-05-27 Institue Of International Container Lessors Container flooring system
US20140199119A1 (en) * 2013-01-15 2014-07-17 Rig Mats Of America, Inc. Interlocking rig mats
CN204849519U (en) * 2015-06-05 2015-12-09 邱位能 Formula of bearing steel plate member that building site used
CN209144647U (en) * 2018-10-28 2019-07-23 衡水益通管业股份有限公司 A kind of combined planar load-bearing steel plate of high intensity

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