CN211816274U - Transverse oblique connection truss support structure assembly - Google Patents

Transverse oblique connection truss support structure assembly Download PDF

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Publication number
CN211816274U
CN211816274U CN202020062804.5U CN202020062804U CN211816274U CN 211816274 U CN211816274 U CN 211816274U CN 202020062804 U CN202020062804 U CN 202020062804U CN 211816274 U CN211816274 U CN 211816274U
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China
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supporting
oblique
transverse
connecting plate
frame body
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Expired - Fee Related
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CN202020062804.5U
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Chinese (zh)
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戴向胜
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Individual
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Individual
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Abstract

The utility model belongs to the technical field of truss bearing structure in the foundation ditch and specifically relates to truss bearing structure subassembly that horizontal slant is connected. 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 utility model discloses a demountable installation's square, slant connecting plate and transverse connection board fixed connection become supporting mechanism, are used for the support as the foundation ditch together through transverse connection pole and slant connecting rod are fixed by several supporting mechanism, and this supporting component can repeatedly dismantle the equipment and use, has realized resource recovery, and simple to operate, and the structural support intensity is big.

Description

Transverse oblique connection truss support structure assembly
Technical Field
The utility model belongs to the technical field of truss bearing structure in the foundation ditch and specifically relates to truss bearing structure subassembly that horizontal slant is connected.
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.
SUMMERY OF THE UTILITY MODEL
In order to solve the technical problem described in the background art, the utility model provides a truss supporting structure subassembly that horizontal slant is connected. 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 utility model provides a technical scheme that its technical problem adopted is:
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, and the adjacent two inclined supporting pieces are fixedly connected together through a plurality of cross rods which are mutually parallel, the inclined support rod group is formed by fixedly connecting a plurality of rod bodies which are parallel to each other, and the vertical support rod group is formed by fixedly connecting a plurality of rod bodies which are parallel to each other.
The utility model has the advantages that: the utility model provides a truss bearing structure subassembly that horizontal slant is connected. 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 present invention will be further explained with reference to the drawings and examples.
Fig. 1 is a schematic structural diagram 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 the cross 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 the oblique connecting rod of the present invention;
fig. 7 is a schematic structural diagram of the supporting mechanism of the present invention;
FIG. 8 is a schematic structural view of a transverse connecting plate with oblique holes at both ends of the present invention;
fig. 9 is a schematic structural view of the pressurizing mechanism of the present invention;
fig. 10 is a schematic structural view 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 drawings and illustrate the basic structure of the present invention only in a schematic manner, and thus show only the components related to the present invention.
Fig. 1 is the structural schematic diagram of the utility model discloses a, fig. 2 is the utility model discloses a structural schematic diagram of slant connecting plate, fig. 3 is the utility model discloses a structural schematic diagram of transverse connection board, fig. 4 is the utility model discloses a structural schematic diagram of square, fig. 5 is the utility model discloses fix the structural schematic diagram in the foundation ditch, fig. 6 is the utility model discloses a structural schematic diagram of slant connecting rod, fig. 7 is the utility model discloses a supporting mechanism's structural schematic diagram, fig. 8 is the utility model discloses both ends all are equipped with the structural schematic diagram of the transverse connection board in slant hole, fig. 9 is the utility model discloses a loading system's structural schematic diagram, fig. 10 is the utility model discloses a diagonal member's structural schematic diagram.
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 12.
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 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 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 formed by, 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, it will be apparent to those skilled in the art from this disclosure that various changes and modifications can be made 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 (12), 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 supporting piece (5) consists of an inclined supporting piece (51), a vertical supporting rod group (52) and an inclined supporting rod group (53), the inclined supporting piece (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 supporting rod group (53) is vertically fixed at the edge of the waist-shaped hole group arranged on the triangular frame body of the inclined supporting piece (51) through bolts, the vertical supporting rod group (52) is vertically fixed at the edge of the waist-shaped hole group arranged on the rectangular frame body of the inclined supporting piece (51) through bolts, the vertical supporting rod group (52) is vertically fixed on the plane of the purlin surrounding plane, one end of the inclined supporting rod group (53) is fixed on the plane of the purlin surrounding plane, the inclined supporting rod group (53) is not vertical and not parallel to the vertical supporting rod group (52), and the two inclined supporting pieces (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.
CN202020062804.5U 2020-01-13 2020-01-13 Transverse oblique connection truss support structure assembly Expired - Fee Related CN211816274U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202020062804.5U CN211816274U (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
CN202020062804.5U CN211816274U (en) 2020-01-13 2020-01-13 Transverse oblique connection truss support structure assembly

Publications (1)

Publication Number Publication Date
CN211816274U true CN211816274U (en) 2020-10-30

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN202020062804.5U Expired - Fee Related CN211816274U (en) 2020-01-13 2020-01-13 Transverse oblique connection truss support structure assembly

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CN (1) CN211816274U (en)

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Granted publication date: 20201030

Termination date: 20220113