CN205617419U - Novel combination formula reinforced earth retaining wall structure - Google Patents

Novel combination formula reinforced earth retaining wall structure Download PDF

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Publication number
CN205617419U
CN205617419U CN201620390550.3U CN201620390550U CN205617419U CN 205617419 U CN205617419 U CN 205617419U CN 201620390550 U CN201620390550 U CN 201620390550U CN 205617419 U CN205617419 U CN 205617419U
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China
Prior art keywords
blockwork
reinforcement
reinforcing bar
reinforced earth
bar
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Active
Application number
CN201620390550.3U
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Chinese (zh)
Inventor
王智猛
吴邵海
王海波
李安洪
褚宇光
周诗广
杨国涛
蒋关鲁
徐鹏
薛元
肖朝乾
周波
罗军
梁升锦
张东卿
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SICHUAN RUITIE TECHNOLOGY Co Ltd
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SICHUAN RUITIE TECHNOLOGY Co Ltd
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Abstract

The utility model discloses a novel combination formula reinforced earth retaining wall structure, including preformed block, the reinforcing bar net, the suffix angle steel, vertical connecting reinforcement and vertical connecting reinforcement, the higher authority of preformed block is provided with longitudinal Groove and horizontal recess, be provided with the lug that matches with longitudinal Groove below the preformed block, preformed block's upper and lower both sides are provided with two through circular hole, from top to bottom through longitudinal Groove and bump connection between two adjacent preformed block, vertical connecting reinforcement is located between longitudinal Groove and the lug, horizontal recess and vertical connecting reinforcement welded connection cross in reinforcing bar netcom, vertical connecting reinforcement arranges the interior and cementing mortar of through circular hole in, compared with the prior art, the utility model has the advantages of reasonable design reliably, preformed block preparation economy, quick, overall structure connects, and the construction is simple, quick, and maneuverability is strong, and stable in structure, safety are an economy, safety and combination formula reinforced earth retaining wall structure that can quick effective construction, have the value of using widely.

Description

A kind of novel combination type reinforced earth retaining wall structure
Technical field
This utility model relates to a kind of civil engineering structure, particularly relates to a kind of novel combination type reinforced earth bulkhead Structure.
Background technology
Reinforced earth bulkhead, as a kind of light supporting structure, is widely used in field of civil engineering.Closely Over Nian, the reinforced earth bulkhead of panel is gradually applied, and mainly has two classes----sectional type reinforced earth bulkhead and Monoblock type reinforced earth bulkhead.
Monoblock type reinforced earth bulkhead, panel integral rigidity is big, and deformation of wall is little, and Stability Analysis of Structures performance is good, but Cast in situs complex procedures, concrete formwork erection difficulty is big, costly.Separate reinforced soil barricade panel building block Pattern is changeable, and structure is attractive in appearance, Prefabrication, and construction rapidly, can reduce construction period, significantly reduce construction Expense.For rapid construction, economic angle, separate type barricade has obvious advantage.
But the separate reinforced soil barrier wall structure of routine is complicated, and template construct is unsuitable, and building block self-stability is poor, anti- Shock stability is weak.
Utility model content
The purpose of this utility model is that provides a kind of novel combination type reinforced earth to solve the problems referred to above Barrier wall structure.
This utility model is achieved through the following technical solutions above-mentioned purpose:
This utility model includes blockwork, bar-mat reinforcement, suffix angle steel, the vertical reinforcing bar and longitudinally connected of connecting Reinforcing bar, described blockwork is cuboid, described blockwork be provided above with longitudinal fluting and the most recessed Groove, described longitudinal fluting and the T-shaped distribution of described transverse concave groove, described blockwork be provided below with The projection that described longitudinal fluting is mated, the both sides up and down of described blockwork are provided with two through circular holes, Described blockwork is multiple, between neighbouring two described blockworks by longitudinal fluting with projection even Connecing, described longitudinally connected reinforcing bar is between described longitudinal fluting and projection, and described bar-mat reinforcement is by the most recessed Groove is connected with longitudinally connected reinforcement welding, and described vertical connection reinforcing bar is placed in the interior also priming petock silt particle of through circular hole Slurry, described suffix angle steel is arranged at the other end of described bar-mat reinforcement.
Blockwork passes through Mold Making, can factory make, Assembling.Block structure is simple, makes effect Rate is high, can be mass.The most cost-effective, shorten construction period.Pass through by two between blockwork Vertical connection reinforcing bar in logical circular hole forms an overall structure together with connecting into cement injection mortar, Connection between building block is more stable, is conducive to controlling the deformation of reinforced earth bulkhead, improves overall globality.Steel Muscle net and suffix angle steel are welded to connect, reinforcing body good integrity, and suffix angle steel anchors in filler, all enhances The stability of body of wall.
The beneficial effects of the utility model are:
This utility model is a kind of novel combination type reinforced earth retaining wall structure, compared with prior art, this practicality Rationally reliably, blockwork making is economical, quick, and overall structure connects for new structural design, construct simply, Quickly, workable, Stability Analysis of Structures, safety, a kind of economy, safety and can the most effectively construct Combination type reinforced earth retaining wall structure, has the value promoted the use of.
Accompanying drawing explanation
Fig. 1 show novel combination type reinforced earth retaining wall structure sectional drawing;
Fig. 2 show novel combination type reinforced earth retaining wall structure top view;
Fig. 3 show novel combination type reinforced earth bulkhead blockwork schematic diagram.
In figure: 1-blockwork, 2-bar-mat reinforcement, 3-suffix angle steel, 4-vertically connects reinforcing bar, and 5-is longitudinally connected Reinforcing bar, 6-cement mortar, 7-longitudinal fluting, the through circular hole of 8-, 9-transverse concave groove, 10-projection.
Detailed description of the invention
The utility model is described in further detail below in conjunction with the accompanying drawings:
As shown in Figure 1, Figure 2 and Figure 3: this utility model includes blockwork 1, bar-mat reinforcement 2, suffix angle Steel 3, vertical connection reinforcing bar 4 and longitudinally connected reinforcing bar 5, blockwork 1 is cuboid, blockwork 1 It is provided above with longitudinal fluting 7 and transverse concave groove 9, longitudinal fluting 7 and the T-shaped distribution of transverse concave groove 9, in advance Building block 1 processed the projection 10 that with longitudinal fluting 7 mated is provided below, the both sides up and down of blockwork 1 Being provided with two through circular holes 8, blockwork 1 is multiple, passes through between neighbouring two blockworks 1 Longitudinal fluting 7 is connected with projection 10, longitudinally connected reinforcing bar 5 between longitudinal fluting 7 and projection 10, Bar-mat reinforcement 2 is welded to connect with longitudinally connected reinforcing bar 5 by transverse concave groove 9, and vertical connection reinforcing bar 4 is placed in and passes through The interior also cement injection mortar 6 of logical circular hole 8, suffix angle steel 3 is arranged at the other end of bar-mat reinforcement 2.
Embodiment:
(1) by factory or field fabrication mould, pouring reinforcement concrete is in Mold Making blockwork 1;
(2), after by the good basis of site operation, build the 1st layer of blockwork 1 by laying bricks or stones, fill filler after building block;
(3) lay the bar-mat reinforcement 2 of reinforcing body and suffix angle steel 3, between bar-mat reinforcement 2, bar-mat reinforcement 2 and after Sew to use between angle steel 3 and be welded to connect;Longitudinally connected reinforcing bar 5 is arranged in the longitudinal fluting 7 of blockwork 1, Longitudinally connected reinforcing bar 5 and bar-mat reinforcement 2 are welded to connect;
(4) build next layer of blockwork 1 by laying bricks or stones, fill filler after building block;
(5) repeat step (3) and (4), after blockwork 1 number of plies reaches certain number of plies, insert perpendicular To connecting reinforcing bar 4, and cement injection mortar 6 immediately.
(6) so repeat to build blockwork 1 by laying bricks or stones, until till design height.
Of the present utility model ultimate principle and principal character and of the present utility model excellent have more than been shown and described Point.Skilled person will appreciate that of the industry, this utility model is not restricted to the described embodiments, above-mentioned reality Execute and principle of the present utility model is simply described, without departing from this utility model spirit described in example and description On the premise of scope, this utility model also has various changes and modifications, and these changes and improvements both fall within In the range of claimed this utility model.This utility model claims scope by appending claims And equivalent defines.

Claims (1)

1. a novel combination type reinforced earth retaining wall structure, it is characterised in that: include blockwork, bar-mat reinforcement, Suffix angle steel, vertical connection reinforcing bar and longitudinally connected reinforcing bar, described blockwork is cuboid, described prefabricated Building block be provided above with longitudinal fluting and transverse concave groove, described longitudinal fluting is T-shaped with described transverse concave groove Distribution, described blockwork the projection that with described longitudinal fluting mated, described prefabricated block are provided below The both sides up and down of block are provided with two through circular holes, and described blockwork is multiple, described in neighbouring two Being connected with projection by longitudinal fluting between blockwork, described longitudinally connected reinforcing bar is positioned at described longitudinal fluting And between projection, described bar-mat reinforcement is connected with longitudinally connected reinforcement welding by transverse concave groove, described vertically connect Connecing in reinforcing bar is placed in through circular hole and cement injection mortar, described suffix angle steel is arranged at the another of described bar-mat reinforcement One end.
CN201620390550.3U 2016-05-03 2016-05-03 Novel combination formula reinforced earth retaining wall structure Active CN205617419U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620390550.3U CN205617419U (en) 2016-05-03 2016-05-03 Novel combination formula reinforced earth retaining wall structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620390550.3U CN205617419U (en) 2016-05-03 2016-05-03 Novel combination formula reinforced earth retaining wall structure

Publications (1)

Publication Number Publication Date
CN205617419U true CN205617419U (en) 2016-10-05

Family

ID=57025560

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620390550.3U Active CN205617419U (en) 2016-05-03 2016-05-03 Novel combination formula reinforced earth retaining wall structure

Country Status (1)

Country Link
CN (1) CN205617419U (en)

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