CN211039915U - Pipeline is buried underground and is used reinforcing bar reinforced structure - Google Patents

Pipeline is buried underground and is used reinforcing bar reinforced structure Download PDF

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Publication number
CN211039915U
CN211039915U CN201921462914.4U CN201921462914U CN211039915U CN 211039915 U CN211039915 U CN 211039915U CN 201921462914 U CN201921462914 U CN 201921462914U CN 211039915 U CN211039915 U CN 211039915U
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wall body
connecting rod
reinforcing frame
fixedly connected
reinforcing
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CN201921462914.4U
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Chinese (zh)
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曾庆丽
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Hebei Xichang Engineering Construction Co ltd
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Abstract

The utility model provides a pipeline is buried underground and is used reinforcing bar reinforced structure belongs to tunnel construction technical field, including the wall body, the inside of wall body sets up the anchor strut, and the inboard top of anchor strut transversely sets up the horizontal pole, and the inboard of wall body sets up to the inner chamber, and the fixed net layer that sets up between anchor strut and the wall body, the outside fixedly connected with connecting rod of anchor strut, the outer end fixedly connected with claw head of connecting rod, claw head set up to the metallic claw form, and the embedding is in the wall body, the inboard fixedly connected with top connecting rod of anchor strut, the top fixedly connected with connector of top connecting rod. Through setting up to falling trapezoidal reinforcement frame, when installing the pipeline and burying underground, have good support nature, and extend the perpendicular effort that the installation bore to both sides, reduce the perpendicular effort that the wall body bore, reach reinforced (rfd) effect, when the installation reinforcement frame, through the net layer and the connecting rod of connecting wall body and reinforcement frame simultaneously, reach the effect of connecting reinforcement frame and wall body.

Description

Pipeline is buried underground and is used reinforcing bar reinforced structure
Technical Field
The utility model relates to a steel construction technical field, more specifically relates to a reinforced structure technical field.
Background
Steel structures are structures composed of steel materials and are one of the main building structure types. The structure mainly comprises steel beams, steel columns, steel trusses and other members made of section steel, steel plates and the like, and all the members or parts are usually connected by welding seams, bolts or rivets. Because of its light dead weight, and construction is simple and convenient, widely apply to fields such as large-scale factory building, venue, superelevation layer.
Meanwhile, the steel structure types mainly comprise a bent frame structure for a factory building, a frame structure for a multi-story high-rise building, a frame-shear wall structure, a frame-cylinder structure, a flat grid structure for a large space, a curved roof net filling structure and the like. The building functions are different, and the adopted structural forms are also different. The steel structure design needs to execute national technical specifications, and the purposes of advanced technology, economy, reasonability, safety, practicability and quality assurance are achieved. Therefore, attention is paid to the requirement of adopting a corresponding reasonable structural system according to the building function requirement when designing and manufacturing the structure. Advanced technology and novel structure are achieved, and perfect unification of buildings and structures is achieved. The steel structure (except the container) is mainly provided with the rod piece, so the size of the rod piece is modularized and standardized as much as possible, the mechanical manufacture, the transportation and the installation are convenient, and the productivity is improved. High-efficiency steel with higher economic index is adopted.
When burying the installation underground to the pipeline in the building, to the connecting tube who runs through the building crossbeam, all set up rectangular wall body at the building top layer usually, bury the pipeline underground in the wall body, adopt steel bar support to support the pipeline when burying the installation underground, nevertheless when burying the installation underground to a plurality of pipelines, top rectangular wall body bears pressure great, including the support of inside steel support to the pipeline, the effort is whole to be acted on bottom wall body, lead to wall structure easily impaired, the holding power descends, consequently, need a new pipeline to bury underground with reinforcing bar reinforced structure.
SUMMERY OF THE UTILITY MODEL
The utility model discloses aim at solving when burying the installation underground to a plurality of pipelines, top rectangle wall body bears pressure great, including the support of inside steel support to the pipeline, the effort is whole to be used in the bottom wall body, leads to the wall structure easily impaired, the problem that the holding power descends to a pipeline is buried underground and is used reinforced structure.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a pipeline buries underground and uses reinforced structure, which comprises a wall body, the inside of wall body sets up the anchor strut, the inboard top of anchor strut transversely sets up the horizontal pole, the inboard of wall body sets up to the inner chamber, the fixed net layer that sets up between anchor strut and the wall body, the outside fixedly connected with connecting rod of anchor strut, the outer end fixedly connected with claw head of connecting rod, the claw head sets up to the metal claw form, the embedding is in the wall body, the inboard fixedly connected with top connecting rod of anchor strut, the top fixedly connected with connector of top connecting rod, the bottom fixedly connected with backup pad of anchor strut, the embedded column in the inside fixedly connected with of backup pad, the fixed interlayer that sets up in bottom inlayer of.
Further preferred embodiments: the reinforcing frame is a steel structure connecting frame and is integrally arranged in an inverted trapezoid shape, and the periphery of the outer side of the reinforcing frame is not directly connected with the wall body.
Further preferred embodiments: the connecting rod is arranged along the surface of the reinforcing frame, and one end of the connecting rod is embedded into the wall body and the grid layer at the same time.
Further preferred embodiments: the grid layers are positioned on two sides of the reinforcing frame, are arranged into metal grid layers and are embedded into the inner side surface of the wall body.
In a further preferred scheme, the top connecting rods are L-shaped and extend upwards vertically, are positioned on two sides of the inner side of the reinforcing frame and are positioned at the bottoms of the cross rods.
Further preferred embodiments: the connector is ten forms the setting, and the fixed orifices is all seted up to surperficial outer end.
Further preferred embodiments: the supporting plate is arranged between the wall body and the reinforcing frame and is a trapezoidal metal plate.
The utility model provides a pipeline is buried underground and is used reinforcing bar reinforced structure has following beneficial effect:
1. through setting up to the reinforcing frame of falling trapezoidal, when installing to the pipeline and bury underground, have good support nature, and extend the perpendicular effort that the installation bore to both sides, reduce the perpendicular effort that the wall body bore, reach reinforced (rfd) effect.
2. When the reinforcing frame is installed, the effect of connecting the reinforcing frame and the wall body is achieved by simultaneously connecting the wall body with the grid layer and the connecting rods of the reinforcing frame.
3. When installing the reinforcement frame, through the top connecting rod that upwards extends the setting, reach and connect reinforcement frame and outside building top layer and carry out the effect that rigid connection to reduce the perpendicular effort that the wall body received, reach the effect of reinforced connection.
4. Reach the effect of consolidating top connecting rod and outside wall connection through the connector.
5. Through the backup pad, reach the effect of supporting the reinforcing frame.
Drawings
Fig. 1 is a cross-sectional view of the overall front structure of the present invention.
Fig. 2 is a schematic view of the supporting plate structure of the present invention.
In FIGS. 1-2: 1-wall body, 2-reinforcing frame, 3-cross bar, 4-inner cavity, 5-grid layer, 6-connecting rod, 7-top connecting rod, 8-supporting plate, 9-embedded column, 10-claw head, 11-connecting head and 12-interlayer.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Please refer to fig. 1 to 2, in an embodiment of the present invention, a reinforcing structure for embedding a pipeline, including a wall 1, a reinforcing frame 2 is disposed inside the wall 1, a horizontal rod 3 is transversely disposed at an inner side top of the reinforcing frame 2, an inner cavity 4 is disposed inside the wall 1, a grid layer 5 is fixedly disposed between the reinforcing frame 2 and the wall 1, an outer side fixedly connected with connecting rod 6 of the reinforcing frame 2, an outer end fixedly connected with claw head 10 of the connecting rod 6, the claw head 10 is set to be a metal claw shape, the embedding is disposed in the wall, an inner side fixedly connected with top connecting rod 7 of the reinforcing frame 2, a top end fixedly connected with connector 11 of the top connecting rod 7, a bottom end fixedly connected with supporting plate 8 of the reinforcing frame 2, an inner embedded column 9 is fixedly connected with inside of the supporting plate 8, an interlayer 12 is fixedly disposed at a bottom end.
Wherein, reinforcement frame 2 is the steel construction link, wholly is down trapezoidal setting, and reinforcement frame 2's the outside does not have the lug connection with the wall body all around, through setting up to down trapezoidal reinforcement frame 2, when installing the pipeline and bury underground, has good support nature, and will install the perpendicular effort that bears and extend to both sides, reduces the perpendicular effort that the wall body bore, reaches reinforced effect.
Wherein, connecting rod 6 sets up along the surface of reinforcement frame 2, and one end imbeds simultaneously in wall body 1, and the embedding is in net layer 5 simultaneously, and net layer 5 is located reinforcement frame 2 both sides, sets up to the metal net layer, and the embedding is in the inboard surface of wall body 1 simultaneously, when installation reinforcement frame 2, through net layer 5 and connecting rod 6 of connecting wall body 1 and reinforcement frame 2 simultaneously, reaches the effect of connecting reinforcement frame 2 and wall body 1.
Wherein, top connecting rod 7 is L form setting, and the perpendicular extension that makes progress sets up, and top connecting rod 7 is located the interior survey both sides setting of reinforcement frame 2, and is located the bottom of horizontal pole 3, when will reinforcing frame 2 install, through the top connecting rod 7 that upwards extends the setting, reaches and connects reinforcement frame 2 and outside building top layer and carry out the effect that rigid connection to reduce the perpendicular effort that wall body 1 received, reach and consolidate the effect of connecting.
Wherein, the connector 11 is ten forms and sets up, and the fixed orifices is all seted up to the surperficial outer end, reaches the effect of consolidating top connecting rod 7 and external wall body and being connected through connector 11.
Wherein, the backup pad 8 is located between wall body 1 and the reinforcing frame 2, and sets up to trapezoidal metal sheet, through backup pad 8, reaches the effect of supporting reinforcing frame 2.
Use the utility model relates to a when pipeline is buried underground and is used reinforced structure, at first, the user installs reinforcement frame 2 and outside top wall body and 1 inboard of wall body fixedly through top connecting rod 7 and connecting rod 6, claw head 10 all imbeds with connector 11 and consolidates in the wall body, afterwards, the pipeline that will install is placed in reinforcement frame 2 inboards, there is reinforcement frame 2 to support the pipeline, after buried the pipeline underground and finish, reinforcement frame 2 extends perpendicular atress to both sides, apply reinforcement frame 2's both sides and bear, and top connecting rod 7 and outside top layer wall connection on top, provide the support.
The above is only the preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, without departing from the concept of the present invention, several modifications and improvements can be made, which should also be regarded as the protection scope of the present invention, and these will not affect the effect of the implementation of the present invention and the practicability of the patent.

Claims (7)

1. The utility model provides a pipeline is buried underground and is used reinforced structure, includes wall body (1), its characterized in that: the inner part of the wall body (1) is provided with a reinforcing frame (2), the top part of the inner side of the reinforcing frame (2) is transversely provided with a cross bar (3), the inner side of the wall body (1) is provided with an inner cavity (4), a grid layer (5) is fixedly arranged between the reinforcing frame (2) and the wall body (1), the outer side of the reinforcing frame (2) is fixedly connected with a connecting rod (6), the outer end of the connecting rod (6) is fixedly connected with a claw head (10), the claw head (10) is arranged in a metal claw shape and is embedded in the wall body, the inner side of the reinforcing frame (2) is fixedly connected with a top connecting rod (7), the top end of the top connecting rod (7) is fixedly connected with a connector (11), the bottom end of the reinforcing frame (2) is fixedly connected with a supporting plate (8), an embedded column (9) is fixedly connected with the inner portion of the supporting plate (8), an interlayer (12) is fixedly arranged on the bottom end inner layer of the wall body (1), and the interlayer (12) is arranged as an anti-seepage layer.
2. The reinforcing structure for burying a pipe as recited in claim 1, wherein: the reinforcing frame (2) is a steel structure connecting frame and is integrally arranged in an inverted trapezoid shape, and the periphery of the outer side of the reinforcing frame (2) is not directly connected with a wall body.
3. The reinforcing structure for burying a pipe as recited in claim 1, wherein: the connecting rods (6) are arranged along the surface of the reinforcing frame (2), and one ends of the connecting rods are embedded in the wall body (1) and the grid layer (5) at the same time.
4. The reinforcing structure for burying a pipe as recited in claim 1, wherein: the grid layers (5) are positioned on two sides of the reinforcing frame (2), are arranged to be metal grid layers and are embedded into the inner side surface of the wall body (1) at the same time.
5. The reinforcing structure for burying a pipe as recited in claim 1, wherein said top connecting bar (7) is L-shaped and extends vertically upward, and said top connecting bar (7) is disposed at both inner sides of said reinforcing frame (2) and at the bottom of said cross bar (3).
6. The reinforcing structure for burying a pipe as recited in claim 1, wherein: the connector (11) is ten-shaped, and the outer end of the surface of the connector is provided with a fixing hole.
7. The reinforcing structure for burying a pipe as recited in claim 1, wherein: the supporting plate (8) is located between the wall body (1) and the reinforcing frame (2) and is arranged to be a trapezoid metal plate.
CN201921462914.4U 2019-09-04 2019-09-04 Pipeline is buried underground and is used reinforcing bar reinforced structure Active CN211039915U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201921462914.4U CN211039915U (en) 2019-09-04 2019-09-04 Pipeline is buried underground and is used reinforcing bar reinforced structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921462914.4U CN211039915U (en) 2019-09-04 2019-09-04 Pipeline is buried underground and is used reinforcing bar reinforced structure

Publications (1)

Publication Number Publication Date
CN211039915U true CN211039915U (en) 2020-07-17

Family

ID=71566037

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201921462914.4U Active CN211039915U (en) 2019-09-04 2019-09-04 Pipeline is buried underground and is used reinforcing bar reinforced structure

Country Status (1)

Country Link
CN (1) CN211039915U (en)

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Effective date of registration: 20230605

Address after: 061000 west of Ping An street and south of Fenghuang Road, Yanshan County, Cangzhou City, Hebei Province

Patentee after: Hebei Xichang Engineering Construction Co.,Ltd.

Address before: No. 3, Guanghai North Road, Leizhou, Zhanjiang, Guangdong 524299

Patentee before: Zeng Qingli