CN111101522A - Transverse oblique connection truss support structure assembly - Google Patents
Transverse oblique connection truss support structure assembly Download PDFInfo
- Publication number
- CN111101522A CN111101522A CN202010031887.6A CN202010031887A CN111101522A CN 111101522 A CN111101522 A CN 111101522A CN 202010031887 A CN202010031887 A CN 202010031887A CN 111101522 A CN111101522 A CN 111101522A
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- Prior art keywords
- oblique
- connecting plate
- transverse
- supporting
- frame body
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
- E02D5/76—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor
- E02D5/765—Anchorings for bulkheads or sections thereof in as much as specially adapted therefor removable
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
The invention relates to the field of truss support structures in foundation pits, in particular to a transverse and oblique connected truss support structure assembly. The assembly comprises supporting mechanisms, a pressurizing mechanism, a transverse connecting rod and an oblique connecting rod, wherein the supporting assembly is composed of a plurality of supporting mechanisms which are parallel to each other, adjacent supporting mechanisms are fixedly connected together through the transverse connecting rod and the oblique connecting rod, the transverse connecting rod is perpendicular to the supporting mechanisms, and the oblique connecting rod is not parallel to and perpendicular to the supporting mechanisms. The supporting component can be repeatedly disassembled, assembled and used, so that resource recovery is realized, the installation is convenient, and the structural support strength is high.
Description
Technical Field
The invention relates to the field of truss support structures in foundation pits, in particular to a transverse and oblique connected truss support structure assembly.
Background
At present, concrete supports are mainly used in foundation pits, but the supporting mechanism is expensive in manufacturing cost and long in construction period, and cannot be recycled, so that resources are wasted.
Disclosure of Invention
To solve the technical problems described in the background art, the present invention provides a transversely diagonally connected truss support structure assembly. Through demountable installation's square, slant connecting plate and transverse connection board fixed connection become supporting mechanism, are used for the support of foundation ditch together through transverse connection pole and slant connecting rod are fixed by several supporting mechanism, and this supporting component can repeatedly be dismantled the equipment and use, has realized resource recovery, and simple to operate, and structural support intensity is big.
The technical scheme adopted by the invention for solving the technical problems is as follows:
a truss supporting structure assembly connected in a transverse and oblique mode comprises supporting mechanisms, a pressurizing mechanism, a transverse connecting rod and an oblique connecting rod, wherein the supporting assemblies are composed of a plurality of supporting mechanisms which are parallel to each other;
the supporting mechanism is composed of square pieces, an oblique connecting plate and a transverse connecting plate, the square pieces forming the supporting mechanism are parallel to each other, the square pieces forming the supporting mechanism are fixedly connected together through the oblique connecting plate and the transverse connecting plate in a detachable mode, one end of the supporting mechanism is fixed to the purlin through a pressurizing mechanism, the oblique connecting plate is a parallelogram plate with two adjacent sides out of plumb, and the transverse connecting plate is a rectangular plate.
Specifically, a first stiffening plate and a second stiffening plate are fixed on the plane of the oblique connecting plate, the first stiffening plate and the second stiffening plate are respectively parallel to two adjacent side edges of the oblique connecting plate, a plurality of waist-shaped holes for penetrating bolts are distributed on the oblique connecting plate, and the oblique connecting plate is fixed with the square piece through the bolts.
Specifically, a plurality of stiffening plates are fixed on the transverse connecting plate, the stiffening plates on the transverse connecting plate form a rectangular frame, a plurality of waist-shaped holes for penetrating bolts are distributed on the transverse connecting plate, the transverse connecting plate is fixed with the square piece through the bolts, and oblique holes for connecting oblique connecting rods are arranged at the ends of the transverse connecting plate.
Specifically, two ends of the transverse connecting rod are fixedly connected to the transverse connecting plates of the two supporting mechanisms respectively through bolts.
Specifically, two ends of the oblique connecting rod are fixedly connected to the transverse connecting plates of the two supporting mechanisms respectively through bolts.
Specifically, the square part comprises a rectangular frame body and stiffening plates, wherein a plurality of mutually parallel stiffening plates are fixed in the rectangular frame body, a plurality of groups of round holes are distributed on side plates on the left side and the right side of the rectangular frame body, the side plates of the rectangular frame body are mutually parallel to the stiffening plates, a plurality of groups of round holes are distributed on end plates at the upper end and the lower end of the rectangular frame body, and the end plates of the rectangular frame body are mutually perpendicular to the stiffening plates.
Specifically, the two ends of the transverse connecting plate are respectively provided with an oblique hole for connecting an oblique connecting rod, and the left side and the right side of each end of the transverse connecting plate are respectively provided with an oblique hole.
Specifically, the pressurizing mechanism consists of a cross beam, self-locking jacks and vertical connecting pieces, wherein the self-locking jacks and the vertical connecting pieces are fixed between the two cross beams which are parallel to each other.
Specifically, two symmetrical splayed supporting pieces are fixed at two ends of the supporting structure component respectively.
Specifically, the splayed supporting piece is composed of an inclined supporting piece, a vertical supporting rod group and an inclined supporting rod group, the inclined supporting piece is composed of a rectangular frame body and a triangular frame body, a plurality of waist-shaped hole groups are distributed on the edge of the rectangular frame body, a plurality of waist-shaped hole groups are distributed on one side edge of the triangular frame body, the inclined supporting rod group is vertically fixed on the edge of the waist-shaped hole group arranged on the triangular frame body of the inclined supporting piece through bolts, the vertical supporting rod group is vertically fixed on the plane of the purlin enclosure through bolts, one end of the inclined supporting rod group is fixed on the plane of the purlin enclosure, the inclined supporting rod group and the vertical supporting rod group are non-vertical and non-parallel, the two inclined supporting pieces forming the splayed supporting piece are mutually symmetrical, the adjacent two inclined supporting pieces are fixedly connected together through a plurality of mutually parallel cross rods, the inclined supporting rod group is formed by fixedly connecting a plurality of mutually parallel rod bodies together, the vertical supporting rod group is formed by fixedly connecting a plurality of rod bodies which are parallel to each other.
The invention has the beneficial effects that: the invention provides a truss support structure assembly connected in a transverse and oblique mode. Through demountable installation's square, slant connecting plate and transverse connection board fixed connection become supporting mechanism, are used for the support of foundation ditch together through transverse connection pole and slant connecting rod are fixed by several supporting mechanism, and this supporting component can repeatedly be dismantled the equipment and use, has realized resource recovery, and simple to operate, and structural support intensity is big.
Drawings
The invention is further illustrated with reference to the following figures and examples.
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic structural view of the oblique connecting plate of the present invention;
FIG. 3 is a schematic structural view of a transverse web of the present invention;
FIG. 4 is a schematic structural view of the square member of the present invention;
FIG. 5 is a schematic view of the present invention mounted in a foundation pit;
FIG. 6 is a schematic structural view of the diagonal connecting rod of the present invention;
FIG. 7 is a schematic structural view of the support mechanism of the present invention;
FIG. 8 is a schematic structural view of a transverse connecting plate with oblique holes at both ends according to the present invention;
FIG. 9 is a schematic view of the pressing mechanism of the present invention;
FIG. 10 is a schematic view of the construction of the diagonal stay of the present invention;
in the figure, 1, a supporting mechanism, 2, a pressurizing mechanism, 3, a transverse connecting rod, 4, an oblique connecting rod, 5, splayed supporting pieces, 11 square pieces, 12, oblique connecting plates, 13, a transverse connecting plate, 21, a first stiffening plate, 22, a second stiffening plate, 31, stiffening plates, 32, oblique holes, 51, oblique supporting pieces, 52, a vertical supporting rod group, 53, an oblique supporting rod group, 201, a cross beam, 202, a self-locking jack and 203 are vertical connecting pieces.
Detailed Description
The present invention will now be described in further detail with reference to the accompanying drawings. These drawings are simplified schematic views illustrating only the basic structure of the present invention in a schematic manner, and thus show only the constitution related to the present invention.
Fig. 1 is a schematic structural view of the present invention, fig. 2 is a schematic structural view of an oblique connecting plate of the present invention, fig. 3 is a schematic structural view of a transverse connecting plate of the present invention, fig. 4 is a schematic structural view of a square member of the present invention, fig. 5 is a schematic structural view of the present invention fixed in a foundation pit, fig. 6 is a schematic structural view of an oblique connecting rod of the present invention, fig. 7 is a schematic structural view of a support mechanism of the present invention, fig. 8 is a schematic structural view of a transverse connecting plate of the present invention having oblique holes at both ends, fig. 9 is a schematic structural view of a pressurizing mechanism of the present invention, and fig. 10 is a schematic structural view of an oblique supporting.
The first embodiment is as follows:
referring to fig. 1 and 7, a transversely and obliquely connected truss support structure assembly includes a support mechanism 1, a pressurizing mechanism 2, a transverse connecting rod 3 and an oblique connecting rod 4, the support assembly is composed of a plurality of support mechanisms 1 parallel to each other, adjacent support mechanisms 1 are fixedly connected together through the transverse connecting rod 3 and the oblique connecting rod 4, the transverse connecting rod 3 is perpendicular to the support mechanisms 1, and the oblique connecting rod 4 is not parallel to and perpendicular to the support mechanisms 1;
the supporting mechanism 1 comprises square parts 11, oblique connecting plates 12 and transverse connecting plates 13, the plurality of square parts 11 forming the supporting mechanism 1 are parallel to each other, the plurality of square parts 11 forming the supporting mechanism 1 are detachably and fixedly connected together through the oblique connecting plates 12 and the transverse connecting plates 13, one end of the supporting mechanism 1 is fixed on the enclosing purlin through a pressurizing mechanism 2, the oblique connecting plates 12 are parallelogram plates with adjacent non-perpendicular two sides, and the transverse connecting plates 13 are rectangular plates.
One end of the supporting mechanism 1 is fixed on one side of the enclosing purlin, the other end of the supporting mechanism 1 is fixed on one end of the pressurizing mechanism 2, and the other end of the pressurizing mechanism 2 is fixed on the other side of the enclosing purlin.
As shown in fig. 2, a first stiffening plate 21 and a second stiffening plate 22 are fixed on the plane of the oblique connecting plate 12, and the first stiffening plate 21 and the second stiffening plate 22 are respectively parallel to two adjacent side edges of the oblique connecting plate 2.
A plurality of waist-shaped holes for penetrating bolts are distributed on the oblique connecting plate 12, and the oblique connecting plate 12 is fixed with the square piece 11 through the bolts. The oblique connecting plate 12 corresponds to the through hole on the square piece 11, then the bolt is inserted into the waist-shaped hole of the oblique connecting plate 12 and the through hole of the square piece 11, and the nut is screwed on, so that the fixed connection between the oblique connecting plate 12 and the square piece 11 can be realized. The waist-shaped hole of the oblique connecting plate 12 has a certain length and can accommodate a certain movable stroke of the bolt in the waist-shaped hole, so that a certain fault-tolerant rate exists between the oblique connecting plate 12 and the square part 11 when the connection is carried out, and the installation efficiency is improved.
As shown in fig. 3, a plurality of stiffening plates 31 are fixed on the transverse connecting plate 13, and the plurality of stiffening plates 31 on the transverse connecting plate 13 form a rectangular frame.
A plurality of waist-shaped holes for penetrating bolts are distributed on the transverse connecting plate 13, the transverse connecting plate 13 is fixed with the square part 11 through the bolts, and the end of the transverse connecting plate 13 is provided with an oblique hole 32 for connecting the oblique connecting rod 4. The waist-shaped hole of the transverse connecting plate 13 corresponds to the through hole on the square piece 11, then a bolt is inserted into the waist-shaped hole of the transverse connecting plate 13 and the through hole of the square piece 11, and a nut is screwed on, so that the transverse connecting plate 13 and the square piece 11 can be fixedly connected. Because the waist-shaped hole of the transverse connecting plate 13 has a certain length and can accommodate a certain movable stroke of the bolt in the waist-shaped hole, a certain fault-tolerant rate exists when the transverse connecting plate 13 is connected with the square part 11, and the installation efficiency is improved.
And two ends of the transverse connecting rod 3 are respectively fixedly connected to the transverse connecting plates 13 of the two supporting mechanisms 1 through bolts.
As shown in fig. 6, two ends of the oblique connecting rod 4 are respectively and fixedly connected to the transverse connecting plates 13 of the two supporting mechanisms 1 through bolts.
As shown in fig. 4, the square member 11 is composed of a rectangular frame and stiffening plates, wherein a plurality of stiffening plates parallel to each other are fixed and uniformly distributed in the rectangular frame, a plurality of groups of round holes are distributed on the side plates on the left and right sides of the rectangular frame, the side plates of the rectangular frame are parallel to the stiffening plates, a plurality of groups of round hole groups with equal distance are distributed on the end plates at the upper and lower ends of the rectangular frame, each group of round hole groups includes a plurality of round holes, and the end plates of the rectangular frame are perpendicular to the stiffening plates.
As shown in fig. 8, two ends of the transverse connecting plate 13 are respectively provided with an oblique hole 32 for connecting the oblique connecting rod 4, and the left and right sides of each end of the transverse connecting plate 13 are respectively provided with an oblique hole 32.
As shown in fig. 9, the pressurizing mechanism 2 is composed of a cross beam 201, self-locking jacks 202 and vertical connectors 203, and a plurality of self-locking jacks 202 and a plurality of vertical connectors 203 are fixed between two cross beams 201 which are parallel to each other.
Example two: splayed braces 5 are added to both ends of the truss support structure assembly.
As shown in fig. 5, the splayed strut 5 is composed of a diagonal strut 51, a vertical strut group 52 and a diagonal strut group 53. As shown in fig. 10, the diagonal support member 51 is composed of a rectangular frame body and a triangular frame body, a plurality of waist-shaped hole groups are distributed on the edge of the rectangular frame body, a plurality of waist-shaped hole groups are distributed on one side edge of the triangular frame body, an inclined support rod group 53 is vertically fixed on the edge of the waist-shaped hole group arranged on the triangular frame body of the diagonal support member 51 through bolts, a vertical support rod group 52 is vertically fixed on the edge of the waist-shaped hole group arranged on the rectangular frame body of the diagonal support member 51 through bolts, the vertical support rod group 52 is vertically fixed on the plane of the purlin, one end of the inclined support rod group 53 is fixed on the plane of the purlin, the inclined support rod group 53 and the vertical support rod group 52 are non-vertical and non-parallel, two diagonal support members 51 forming the splayed support member 5 are mutually symmetrical, two adjacent diagonal support members 51 are fixedly connected together through a plurality of mutually parallel cross rods, the inclined support rod group 53 is, the vertical support rod set 52 is formed by fixedly connecting a plurality of rod bodies parallel to each other.
In light of the foregoing description of the preferred embodiment of the present invention, many modifications and variations will be apparent to those skilled in the art without departing from the spirit and scope of the invention. The technical scope of the present invention is not limited to the content of the specification, and must be determined according to the scope of the claims.
Claims (10)
1. A transverse and oblique connected truss supporting structure component is characterized by comprising supporting mechanisms (1), pressurizing mechanisms (2), transverse connecting rods (3) and oblique connecting rods (4), wherein the supporting structure component consists of a plurality of parallel supporting mechanisms (1), adjacent supporting mechanisms (1) are fixedly connected together through the transverse connecting rods (3) and the oblique connecting rods (4), the transverse connecting rods (3) are perpendicular to the supporting mechanisms (1), and the oblique connecting rods (4) are not parallel to and perpendicular to the supporting mechanisms (1);
supporting mechanism (1) is by square (11), slant connecting plate (12) and transverse connection board (13) are constituteed, several square (11) of constituteing supporting mechanism (1) are parallel to each other, several square (11) of constituteing supporting mechanism (1) are in the same place through slant connecting plate (12) and transverse connection board (13) detachable fixed connection, supporting mechanism (1) one end is passed through loading mechanism (2) and is fixed on enclosing the purlin, slant connecting plate (12) are the parallelogram board of adjacent both sides out of plumb, transverse connection board (13) are the rectangular plate.
2. The transversely angled truss support structure assembly of claim 1, wherein: a first stiffening plate (21) and a second stiffening plate (22) are fixed on the plane of the oblique connecting plate (12), the first stiffening plate (21) and the second stiffening plate (22) are respectively parallel to two adjacent side edges of the oblique connecting plate (2), a plurality of kidney-shaped holes for penetrating bolts are distributed on the oblique connecting plate (12), and the oblique connecting plate (12) is fixed with the square piece (11) through the bolts.
3. The transversely angled truss support structure assembly of claim 1, wherein: the transverse connecting plate (13) is fixedly provided with a plurality of stiffening plates (31), the plurality of stiffening plates (31) on the transverse connecting plate (13) form a rectangular frame, a plurality of waist-shaped holes for penetrating bolts are distributed on the transverse connecting plate (13), the transverse connecting plate (13) is fixed with the square part (11) through the bolts, and the end of the transverse connecting plate (13) is provided with an oblique hole (32) for connecting the oblique connecting rod (4).
4. The transversely angled truss support structure assembly of claim 1, wherein: and two ends of the transverse connecting rod (3) are respectively fixedly connected to the transverse connecting plates (13) of the two supporting mechanisms (1) through bolts.
5. The transversely angled truss support structure assembly of claim 1, wherein: and two ends of the oblique connecting rod (4) are respectively fixedly connected to the transverse connecting plates (13) of the two supporting mechanisms (1) through bolts.
6. The transversely angled truss support structure assembly of claim 1, wherein: the square part (11) is composed of a rectangular frame body and stiffening plates, a plurality of mutually parallel stiffening plates are fixed in the rectangular frame body, a plurality of groups of round holes are distributed on the side plates on the left side and the right side of the rectangular frame body, the side plates of the rectangular frame body are mutually parallel to the stiffening plates, a plurality of groups of round holes are distributed on the end plates on the upper end and the lower end of the rectangular frame body, and the end plates of the rectangular frame body are mutually vertical to the stiffening plates.
7. The transversely angled truss support structure assembly of claim 3, wherein: the two ends of the transverse connecting plate (13) are respectively provided with an oblique hole (32) for connecting the oblique connecting rod (4), and the left side and the right side of each end of the transverse connecting plate (13) are respectively provided with an oblique hole (32).
8. The transversely angled truss support structure assembly of claim 1, wherein: the pressurizing mechanism (2) is composed of a cross beam (201), self-locking jacks (202) and vertical connecting pieces (203), and the self-locking jacks (202) and the vertical connecting pieces (203) are fixed between the two cross beams (201) which are parallel to each other.
9. The transversely angled truss support structure assembly of claim 1, wherein: two symmetrical splayed supporting pieces (5) are respectively fixed at the two ends of the supporting structure component.
10. The transversely angled truss support structure assembly of claim 9, wherein: the splayed strut member (5) consists of a diagonal strut member (51), a vertical strut rod group (52) and an inclined strut rod group (53), the inclined strut member (51) consists of a rectangular frame body and a triangular frame body, a plurality of waist-shaped hole groups are distributed at the edge of the rectangular frame body, a plurality of waist-shaped hole groups are distributed at one side edge of the triangular frame body, the inclined strut rod group (53) is vertically fixed at the edge of the waist-shaped hole group arranged on the triangular frame body of the diagonal strut member (51) through bolts, the vertical strut rod group (52) is vertically fixed at the edge of the waist-shaped hole group arranged on the rectangular frame body of the diagonal strut member (51) through bolts, the vertical strut rod group (52) is vertically fixed on the plane of the purlin surrounding, one end of the inclined strut rod group (53) is fixed on the plane of the purlin surrounding purlin, the inclined strut rod group (53) is not vertical and not parallel to the vertical strut rod group (52), and the two inclined strut members (51, two adjacent diagonal bracing pieces (51) are fixedly connected together through a plurality of cross bars which are parallel to each other, the diagonal bracing piece group (53) is formed by fixedly connecting a plurality of rod bodies which are parallel to each other, and the vertical bracing piece group (52) is formed by fixedly connecting a plurality of rod bodies which are parallel to each other.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN202010031887.6A CN111101522A (en) | 2020-01-13 | 2020-01-13 | Transverse oblique connection truss support structure assembly |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN202010031887.6A CN111101522A (en) | 2020-01-13 | 2020-01-13 | Transverse oblique connection truss support structure assembly |
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CN111101522A true CN111101522A (en) | 2020-05-05 |
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CN202010031887.6A Withdrawn CN111101522A (en) | 2020-01-13 | 2020-01-13 | Transverse oblique connection truss support structure assembly |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115075259A (en) * | 2022-07-19 | 2022-09-20 | 东通岩土科技股份有限公司 | Building foundation pit supporting system |
CN115977138A (en) * | 2022-12-22 | 2023-04-18 | 中国农业大学 | Construction method of equipment foundation base based on metamaterial |
-
2020
- 2020-01-13 CN CN202010031887.6A patent/CN111101522A/en not_active Withdrawn
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN115075259A (en) * | 2022-07-19 | 2022-09-20 | 东通岩土科技股份有限公司 | Building foundation pit supporting system |
CN115977138A (en) * | 2022-12-22 | 2023-04-18 | 中国农业大学 | Construction method of equipment foundation base based on metamaterial |
CN115977138B (en) * | 2022-12-22 | 2024-06-18 | 中国农业大学 | Construction method of equipment foundation base based on metamaterial |
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Application publication date: 20200505 |