CN108611961A - It is standardized to have enough to meet the need steel construction driving channel and its construction method - Google Patents
It is standardized to have enough to meet the need steel construction driving channel and its construction method Download PDFInfo
- Publication number
- CN108611961A CN108611961A CN201810605119.XA CN201810605119A CN108611961A CN 108611961 A CN108611961 A CN 108611961A CN 201810605119 A CN201810605119 A CN 201810605119A CN 108611961 A CN108611961 A CN 108611961A
- Authority
- CN
- China
- Prior art keywords
- bridge
- standard element
- otic placode
- plate
- floorings
- Prior art date
- Legal status (The legal status 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 status listed.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D15/00—Movable or portable bridges; Floating bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/12—Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
- E01D19/125—Grating or flooring for bridges
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
-
- 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
-
- 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
Abstract
The invention discloses a kind of standardized steel constructions that has enough to meet the need to drive a vehicle channel, including standard element, bottom load carrier, peg, rivet, nonstandard component, bridge deck unit, end of the bridge component, Guan Liang and slope protection pile, bottom load carrier upper end is equipped with standard element, the standard element upper end is provided with nonstandard component, the nonstandard component upper surface is equipped with bridge deck unit, the bridge deck unit right end is equipped with end of the bridge component, the end of the bridge member lower is equipped with Guan Liang, the Guan Liang lower end is fixed with slope protection pile, the design achieves Fast Installation and the functions of dismounting, it is easy to operate, it can be recycled, reduce input cost, the invention also discloses a kind of standardized construction methods for having enough to meet the need steel construction driving channel.The present invention is easy to use, easy to operation, and installation and convenient disassembly reduce use cost.
Description
Technical field
The present invention relates to it is a kind of it is standardized have enough to meet the need steel construction driving channel and its construction method, belong to civil engineering and apply
Work technical field.
Background technology
With the propulsion of urbanization policy, land resource is increasingly precious, and the further exploitation to the underground space is general trend of events institute
Become.The base pit engineering cutting depth that is embodied in geotechnical engineering field is continuously increased.
Unique passage of the riding track as vehicles while passing foundation pit, carry earthwork outward transport and floor structure construction material transport
Effect.At present there are two types of the main forms of riding track, one is being filled to be formed by dregs, a kind of form using steel trestle.
Both the above form is respectively present problems with：Dregs runway safety is poor, main unstability including riding track both sides slope,
Car slipping caused by the traveled portion gradient is excessively steep, riding track itself and slope occupy a large amount of floor spaces, are influenced on pile foundation or structure
Greatly, it is big to receive berm execution difficulty, period length, anchor pole conserve easy mass problem；Traditional steel trestle needs to be used cooperatively pile foundation,
Cost is high, and the set-up time is long, needs customized according to foundation pit size, cannot achieve assembly and turnover, causes waste of material；Therefore it grinds
Study carefully it is standardized have enough to meet the need steel construction driving channel and construction method, pass through the turnover of standard element, reduce cost, have high
Social benefit and economic benefit.Blank is still in this research both at home and abroad.
Invention content
In view of the deficienciess of the prior art, steel construction driving channel is had enough to meet the need it is an object of the present invention to provide standardized,
To solve the problems mentioned in the above background technology, the present invention is easy to use, easy to operation, and installation and convenient disassembly reduce
Use cost.
To achieve the goals above, on the one hand, present invention offer one kind is standardized to have enough to meet the need steel construction driving channel, packet
It includes standard element, bottom load carrier, peg, rivet, nonstandard component, bridge deck unit, end of the bridge component, steel trestle anchor pole, consolidate
Determine steel trestle bracing members, pattern foundation pit supporting structure anchor pole, Guan Liang, slope protection pile and bottom support oblique pull beam, the bottom load carrier
Upper end is equipped with standard element, and the standard element upper end is provided with nonstandard component, and the nonstandard component upper surface is equipped with bridge
Surface member, the bridge deck unit right end are equipped with end of the bridge component, and the end of the bridge member lower is equipped with Guan Liang, the Guan Liang lower end
It is fixed with slope protection pile, the standard element right end is equipped with steel trestle anchor pole, and the steel trestle is fixed with anchor pole right end
Determine steel trestle bracing members, the Guan Liang right end is equipped with pattern foundation pit supporting structure anchor pole, steel is provided on the inside of the pattern foundation pit supporting structure anchor pole
Trestle anchor pole and fixed steel trestle bracing members, the standard element includes the vertical connection otic placode of standard element, standard structure
Vertically and horizontally connection reinforcement plate, vertical otic placode connecting hole, standard element supporting rod and deep floor, the standard element are vertical for part
Connection otic placode lower end is machined with vertical otic placode connecting hole, and the vertical connection otic placode inner face of standard element is equipped with standard element
Vertically and horizontally connection reinforcement plate and deep floor, the deep floor are arranged on the inside of standard element vertically and horizontally connection reinforcement plate,
The deep floor inner end is fixed with standard element supporting rod, and peg, the peg are equipped on the vertical otic placode connecting hole
On rivet is installed, the vertical connection otic placode upper end of standard element is equipped with nonstandard component, and the bottom load carrier includes
Saddle weight, bottom plate and the pre-buried connection otic placode of bottom plate, the bottom plate on both sides of the upper end are equipped with the saddle weight, on the bottom plate
It is equipped with the pre-buried connection otic placode of bottom plate in the middle part of end face, the pre-buried connection otic placode upper end of bottom plate is equipped with standard element and vertically connects
Otic placode, the pre-buried connection otic placode of bottom plate are connected by peg and rivet with vertical otic placode connecting hole, the bottom plate upper end
Be equipped between face and the standard element outer end face bottom support oblique pull beam, the bridge deck unit include floorings reinforcing beam,
Floorings, bridge floor angle connector one and protective fence, the nonstandard component upper surface are equipped with bridge floor angle connector one, institute
It states one upper end of bridge floor angle connector and floorings is installed, the floorings lower face is equipped with floorings reinforcing beam, the bridge
Panel upper surface is equipped with protective fence, the end of the bridge component include end of the bridge plate, end of the bridge angle connector two, end of the bridge strengthening support and
Protective fence, the floorings right end are equipped with end of the bridge plate, and end of the bridge strengthening support upper end is fixed with end of the bridge plate, on the end of the bridge plate
End face is equipped with protective fence, and end of the bridge plate lower face is equipped with end of the bridge angle connector two；
In one embodiment, the standard element is equipped at least two, and at least two standard element structures are identical, until
Few two standard elements are assemblied on the downside of bridge deck unit, and at least two standard elements pass through peg and rivet
It is attached.
In one embodiment, the bottom support oblique pull beam is equipped at least two, and at least two bottoms support oblique pull
Beam is symmetrically mounted at left and right sides of standard element, and bottom support oblique pull beam lower end is connected by bolt with bottom plate.
In one embodiment, it is machined with through-hole on the bottom plate, and supporting rod is installed on through-hole, and supporting rod is from bottom plate
Extend lower end.
In one embodiment, the deep floor is connected by welding manner with standard element supporting rod, the standard
Component support bar is connected by bolt with the vertical connection otic placode of standard element.
In one embodiment, the vertical otic placode connecting hole annular side is machined with internal thread, the vertical otic placode connection
Hole is connected by internal thread with peg.
On the other hand, the present invention provides a kind of standardized construction method for having enough to meet the need steel construction driving channel, including such as
Lower step：
(1) installation steel trestle anchor pole, pattern foundation pit supporting structure anchor pole and slope protection pile, install Guan Liang at the top of slope protection pile；
(2) the different bottom of multiple height of interval installation solution bearing capacity supports facility；
(3) bridge deck unit is installed in each bottom support installation atop, is installed between the Guan Liang and bridge deck unit
End of the bridge component；
(4) the steel trestle anchor pole is connected with fixed steel trestle bracing members, forms firm driving channel.
In one embodiment, the support of bottom described in step (2) facility includes bottom plate, saddle weight and standard element,
The bottom plate on both sides of the upper end installation saddle weight, the pre-buried connection otic placode of mounting base in the middle part of the bottom plate upper surface,
In the pre-buried connection otic placode of bottom plate upwards superposition connection standard element until the bridge deck unit, the bottom plate upper surface with
Bottom is installed between standard element outer end face and supports oblique pull beam.
In one embodiment, nonstandard component, institute are installed described in step (3) between bridge deck unit and the standard element
Nonstandard component is stated for adapting to various sizes of foundation pit.
In one embodiment, bridge deck unit described in step (3) includes floorings reinforcing beam, floorings, bridge floor angle company
Fitting one and protective fence are connected in the nonstandard component upper surface assembly bridge floor angle connector one in the bridge floor angle
Floorings are installed in one upper end of part, assemble floorings reinforcing beam in the floorings lower face, are installed in the floorings upper surface
The protective fence；
The end of the bridge component includes that bridge is stated at end of the bridge plate, end of the bridge angle connector two, end of the bridge strengthening support and protective fence, place
Panel right end assembles end of the bridge plate, in end of the bridge strengthening support upper end fixed bridge head plate, described in the installation of end of the bridge plate upper surface
Protective fence installs the end of the bridge angle connector two in end of the bridge plate lower face.
Compared with the existing technology, the beneficial effects of the invention are as follows：
The standardized of the present invention has enough to meet the need steel construction driving channel, and the present invention is by adding standard element, bottom load-bearing
Device, peg, rivet, nonstandard component, bridge deck unit, end of the bridge component, steel trestle anchor pole, fixed steel trestle bracing members, base
Cheat support anchor rod, Guan Liang, slope protection pile and bottom support oblique pull beam, the design achieves Fast Installation and the function of dismounting,
It is easy to operate, it can be recycled, reduce input cost, solved traditional steel trestle and need to be used cooperatively pile foundation, make
Valence is high, and the set-up time is long, need it is customized according to foundation pit size, the problem of cannot achieve assembly and turnover, cause waste of material.
Because addition through-hole and supporting rod, the design further improve support effect, because adding internal thread, which carries
High connection effect, the present invention is easy to use, easy to operation, and installation and convenient disassembly reduce use cost.
Description of the drawings
Upon reading the detailed description of non-limiting embodiments with reference to the following drawings, other feature of the invention,
Objects and advantages will become more apparent upon：
Fig. 1 is the standardized structural schematic diagram for having enough to meet the need steel construction driving channel of the present invention；
Fig. 2 is sectional view along A-A in Fig. 1；
Fig. 3 is B-B direction sectional view in Fig. 1；
Fig. 4 is single standard element line frame graph；
Fig. 5 is the faces single standard element YZ schematic diagram；
Fig. 6 is the faces single standard element XZ schematic diagram；
Fig. 7 is two standard element lateral connection line frame graphs；
Fig. 8 is two faces standard element lateral connection YZ schematic diagrames；
Fig. 9 is that two standard elements vertically connect line frame graph；
Figure 10 is that two standard elements vertically connect the faces XZ schematic diagram；
Figure 11 is the vertical faces the YZ schematic diagram of two support system standard elements；
Figure 12 is two longitudinally connected line frame graphs of standard element；
Figure 13 is two faces standard element longitudinally connected line frame graph XZ schematic diagrames；
Figure 14 is nonstandard component cross-section front view；
Figure 15 is nonstandard component section right view；
Figure 16 is bridge deck unit floor map；
Figure 17 is bridge deck unit diagrammatic cross-section；
Figure 18 is end of the bridge plate diagrammatic cross-section；
Figure 19 is the standard element cross-section front view of bottom belt diagonal brace；
Figure 20 is the standard element section right view of bottom belt diagonal brace；
Figure 21 is the standard element section schematic top plan view of bottom belt diagonal brace；
Figure 22 is fixed steel trestle anchor pole diagrammatic cross-section；
Figure 23 is base support means line frame graph；
Figure 24 is the faces base support means XZ schematic diagram；
Figure 25 is the faces base support means YZ schematic diagram；
Figure 26 is pin and rivet vertical view；
Figure 27 is pin and rivet front view；
In figure：1- standard elements, the vertical connection otic placode of 2- standard elements, 3- standard elements vertically and horizontally connection reinforcement plate, 4-
Vertical otic placode connecting hole, 5- standard elements supporting rod, 6- deep floors, 7- saddle weights, 8- bottom plates, the pre-buried engaging lug of 9- bottom plates
Plate, 10- pegs, 11- rivets, the nonstandard components of 12-, 13- bridge deck units, 14- floorings reinforcing beam, 15- floorings, 16- bridge floors
Angle connector one, 17- ends of the bridge component, 18- ends of the bridge plate, 19- end of the bridge angles connector two, 20- ends of the bridge strengthening support, 21- protection
Column, 22- steel trestles anchor pole, 23- fix steel trestle bracing members, 24- pattern foundation pit supporting structures anchor pole, 25- Guan Liangs, 26- slope protection piles,
The bottoms 27- support oblique pull beam.
Specific implementation mode
Before describing the embodiments in more detail, it should be understood that the present invention is not limited to institutes hereafter or in attached drawing in the application
The detailed construction or arrangement of elements of description.The present invention can be the embodiment that other manner is realized.Furthermore, it is to be understood that this paper institutes
The wording and term used is solely for description purposes, should not the explanation of being construed as limiting property."include", "comprise" used herein,
The similar wording such as " having " is meant comprising items listed thereafter, its equivalent and other additional things.In particular, when description
When " certain element ", the present invention does not limit the quantity of the element as one, can also include multiple.
Please refer to 1- Figure 27, it is of the invention standardized to have enough to meet the need steel construction driving channel, including standard element 1, bottom
Load carrier, peg 10, rivet 11, nonstandard component 12, bridge deck unit 13, end of the bridge component 17, steel trestle anchor pole 22, fixed steel
Trestle bracing members 23, pattern foundation pit supporting structure anchor pole 24, Guan Liang 25, slope protection pile 26 and bottom support oblique pull beam 27, bottom load-bearing dress
It sets upper end and standard element 1 is installed, 1 upper end of standard element is provided with nonstandard component 12, and 12 upper surface of nonstandard component is equipped with bridge
Surface member 13,13 right end of bridge deck unit are equipped with end of the bridge component 17, and 17 lower end of end of the bridge component is equipped with Guan Liang 25,25 lower end of Guan Liang
It is fixed with slope protection pile 26,1 right end of standard element is equipped with steel trestle anchor pole 22, and steel trestle is fixed with fixation with 22 right end of anchor pole
Steel trestle bracing members 23,25 right end of Guan Liang are equipped with pattern foundation pit supporting structure anchor pole 24, and 24 inside of pattern foundation pit supporting structure anchor pole is provided with steel stack
Bridge anchor pole 22 and fixed steel trestle bracing members 23.
Standard element 1 includes the vertical connection otic placode 2 of standard element, standard element vertically and horizontally connection reinforcement plate 3, vertical otic placode
Connecting hole 4, standard element supporting rod 5 and deep floor 6, vertical 2 lower end of connection otic placode of standard element are machined with vertical otic placode
Connecting hole 4, vertical 2 inner face of connection otic placode of standard element are equipped with standard element vertically and horizontally connection reinforcement plate 3 and ribs
Plate 6, for the setting of deep floor 6 on the inside of standard element vertically and horizontally connection reinforcement plate 3,6 inner end of deep floor is fixed with standard element
Supporting rod 5 is equipped with peg 10 on vertical otic placode connecting hole 4, rivet 11, the vertical engaging lug of standard element is equipped on peg 10
2 upper end of plate is equipped with nonstandard component 12.
Bottom load carrier includes saddle weight 7, bottom plate 8 and the pre-buried connection otic placode 9 of bottom plate, 8 on both sides of the upper end of bottom plate peace
Equipped with saddle weight 7, the pre-buried connection otic placode 9 of bottom plate, pre-buried 9 upper end of the connection otic placode assembly of bottom plate are equipped in the middle part of 8 upper surface of bottom plate
There are the vertical connection otic placode 2 of standard element, the pre-buried connection otic placode 9 of bottom plate to pass through peg 10 and rivet 11 and vertical otic placode connecting hole
4 are connected, and bottom support oblique pull beam 27 is equipped between 1 outer end face of 8 upper surface of bottom plate and standard element.
Bridge deck unit 13 includes floorings reinforcing beam 14, floorings 15, bridge floor angle connector 1 and protective fence 21,
12 upper surface of nonstandard component is equipped with bridge floor angle connector 1, and one 16 upper end of bridge floor angle connector is equipped with floorings
15,15 lower face of floorings is equipped with floorings reinforcing beam 14, and 15 upper surface of floorings is equipped with protective fence 21.
End of the bridge component 17 includes end of the bridge plate 18, end of the bridge angle connector 2 19, end of the bridge strengthening support 20 and protective fence 21, bridge
15 right end of panel is equipped with end of the bridge plate 18, and 20 upper end of end of the bridge strengthening support is fixed with end of the bridge plate 18, and 18 upper surface of end of the bridge plate is equipped with
Protective fence 21,18 lower face of end of the bridge plate are equipped with end of the bridge angle connector 2 19, and the design achieves Fast Installation and dismountings
Function, it is easy to operate, can be recycled, reduce input cost.
Standard element 1 is equipped at least two, and at least two standard elements, 1 structure is identical, and at least two standard elements 1 fill
13 downside of bridge deck unit is fitted over, at least two standard elements 1 are attached by peg 10 and rivet 11, and bottom support is oblique
Straining beam 27 is equipped at least two, and at least two bottoms support oblique pull beam 27 is symmetrically mounted on 1 left and right sides of standard element, bottom branch
27 lower end of support oblique pull beam is connected by bolt with bottom plate 8, through-hole is machined on bottom plate 8, and supporting rod is equipped on through-hole, and
Supporting rod extends from 8 lower end of bottom plate, and deep floor 6 is connected by welding manner with standard element supporting rod 5, standard element
Supporting rod 5 is connected by the vertical connection otic placode of bolt and standard element 2, in vertical 4 annular side of otic placode connecting hole is machined with
Screw thread, vertical otic placode connecting hole 4 are connected by internal thread with peg 10.
Please refer to 1- Figure 27, the standardized construction method for having enough to meet the need steel construction driving channel of the invention, including it is as follows
Step：
(1) installation steel trestle anchor pole 22, pattern foundation pit supporting structure anchor pole 24 and slope protection pile 26 install Guan Liang at 26 top of slope protection pile
25；
(2) the different bottom of multiple height of interval installation solution bearing capacity supports facility；It includes bottom that bottom, which supports facility,
Plate 8, saddle weight 7 and standard element 1 install saddle weight 8 in 7 on both sides of the upper end of bottom plate, bottom are installed in the middle part of 7 upper surface of bottom plate
The pre-buried connection otic placode 9 of plate, the superposition connection standard element 1 upwards in the pre-buried connection otic placode of bottom plate 9, in 7 upper surface of bottom plate and mark
Bottom support oblique pull beam 27 is installed between 1 outer end face of quasi- component；
(3) nonstandard component 12 is installed at 1 top of each standard element, nonstandard component 12 is used to adapt to various sizes of foundation pit,
Bridge deck unit 13, the mounting bridge head component 17 between Guan Liang 25 and bridge deck unit 13 are installed above nonstandard component 12；Bridge floor structure
Part 13 includes floorings reinforcing beam 14, floorings 15, bridge floor angle connector 1 and protective fence 21, on nonstandard component 12
Bridge floor angle connector 1 is assembled in end face, floorings 15 is installed in one 16 upper end of bridge floor angle connector, under floorings 15
Floorings reinforcing beam 14 is assembled in end face, and protective fence 21 is installed in 15 upper surface of floorings；End of the bridge component 17 includes end of the bridge plate 18, bridge
Brilliance degree connector 2 19, end of the bridge strengthening support 20 and protective fence 21,15 right end of floorings assembly end of the bridge plate 18 is stated at place, in bridge
Head 20 upper end fixed bridge head plate 18 of strengthening support is installed protective fence 21 in 18 upper surface of end of the bridge plate, is installed in 18 lower face of end of the bridge plate
End of the bridge angle connector 2 19；
(4) steel trestle anchor pole 22 is connected with fixed steel trestle bracing members 23, forms firm driving channel.
Concepts described herein may be embodied to other forms without departing from its spirit and characteristic.It is disclosed
Specific embodiment should be considered as illustrative rather than restrictive.Therefore, the scope of the present invention be by the attached claims,
Rather than it is determined according to these descriptions before.Any change in the letter of claim and equivalency range is all
These the scope of the claims should be belonged to.
Claims (10)
1. standardized have enough to meet the need steel construction driving channel, it is characterised in that：Including standard element, bottom load carrier, peg,
Rivet, nonstandard component, bridge deck unit, end of the bridge component, steel trestle anchor pole, fixed steel trestle bracing members, pattern foundation pit supporting structure anchor pole,
Guan Liang, slope protection pile and bottom support oblique pull beam, and bottom load carrier upper end is equipped with standard element, the standard element
Upper end is provided with nonstandard component, and the nonstandard component upper surface is equipped with bridge deck unit, and the bridge deck unit right end is equipped with bridge
Head component, the end of the bridge member lower are equipped with Guan Liang, and the Guan Liang lower end is fixed with slope protection pile, the standard element right end dress
Equipped with steel trestle anchor pole, the steel trestle is fixed with fixed steel trestle bracing members, the Guan Liang right end dress with anchor pole right end
Equipped with pattern foundation pit supporting structure anchor pole, steel trestle anchor pole and fixed steel trestle steel branch are provided on the inside of the pattern foundation pit supporting structure anchor pole
Support；
The standard element includes that vertically and horizontally connection reinforcement plate, vertical otic placode connect for the vertical connection otic placode of standard element, standard element
Hole, standard element supporting rod and deep floor are connect, the vertical connection otic placode lower end of standard element is machined with vertical otic placode and connects
Hole is connect, the vertical connection otic placode inner face of standard element is equipped with standard element vertically and horizontally connection reinforcement plate and ribs
Plate, the deep floor are arranged on the inside of standard element vertically and horizontally connection reinforcement plate, and the deep floor inner end is fixed with standard
Component support bar is equipped with peg on the vertical otic placode connecting hole, and rivet is equipped on the peg, and the standard element is perpendicular
It is equipped with nonstandard component to connection otic placode upper end；
The bottom load carrier includes saddle weight, bottom plate and the pre-buried connection otic placode of bottom plate, the bottom plate on both sides of the upper end peace
Equipped with the saddle weight, the pre-buried connection otic placode of bottom plate, the pre-buried connection otic placode of bottom plate are equipped in the middle part of the bottom plate upper surface
Upper end is equipped with the vertical connection otic placode of standard element, and the pre-buried connection otic placode of bottom plate passes through peg and rivet and vertical otic placode
Connecting hole is connected, and support oblique pull beam in bottom is equipped between the bottom plate upper surface and the standard element outer end face,
The bridge deck unit includes floorings reinforcing beam, floorings, bridge floor angle connector and protective fence, the nonstandard component
Upper surface is equipped with bridge floor angle connector one, and one upper end of bridge floor angle connector is equipped with floorings, the floorings
Lower face is equipped with floorings reinforcing beam, and the floorings upper surface is equipped with protective fence；
The end of the bridge component includes end of the bridge plate, end of the bridge angle connector two, end of the bridge strengthening support and protective fence, and the floorings are right
End is equipped with end of the bridge plate, and end of the bridge strengthening support upper end is fixed with end of the bridge plate, and end of the bridge plate upper surface is equipped with protective fence, institute
It states end of the bridge plate lower face and end of the bridge angle connector two is installed.
2. it is according to claim 1 it is standardized have enough to meet the need steel construction driving channel, it is characterised in that：The standard element
Identical equipped at least two, at least two standard element structures, at least two standard elements are assemblied in bridge floor structure
On the downside of part, at least two standard elements are attached by peg and rivet.
3. it is according to claim 1 it is standardized have enough to meet the need steel construction driving channel, it is characterised in that：The bottom support
Oblique pull beam is equipped at least two, and at least two bottom support oblique pull beams are symmetrically mounted at left and right sides of standard element, described
Bottom support oblique pull beam lower end is connected by bolt with bottom plate.
4. it is according to claim 1 it is standardized have enough to meet the need steel construction driving channel, it is characterised in that：Add on the bottom plate
Work has through-hole, and supporting rod is equipped on through-hole, and supporting rod extends from bottom plate lower end.
5. it is according to claim 1 it is standardized have enough to meet the need steel construction driving channel, it is characterised in that：The deep floor
It is connected with standard element supporting rod by welding manner, the standard element supporting rod is vertically connected by bolt with standard element
Ear connecting plate is connected.
6. it is according to claim 1 it is standardized have enough to meet the need steel construction driving channel, it is characterised in that：The vertical otic placode
Connecting hole annular side is machined with internal thread, and the vertical otic placode connecting hole is connected by internal thread with peg.
7. the standardized construction method for having enough to meet the need steel construction driving channel, it is characterised in that：Include the following steps：
(1) installation steel trestle anchor pole, pattern foundation pit supporting structure anchor pole and slope protection pile, install Guan Liang at the top of slope protection pile；
(2) the different bottom of multiple height of interval installation solution bearing capacity supports facility；
(3) bridge deck unit is installed in each bottom support installation atop, end of the bridge is installed between the Guan Liang and bridge deck unit
Component；
(4) the steel trestle anchor pole is connected with fixed steel trestle bracing members, forms firm driving channel.
8. the standardized construction method for having enough to meet the need steel construction driving channel according to claim 7, it is characterised in that：Step
Suddenly the support of bottom described in (2) facility includes bottom plate, saddle weight and standard element, and institute is installed in the bottom plate on both sides of the upper end
State saddle weight, the pre-buried connection otic placode of mounting base in the middle part of the bottom plate upper surface, in the pre-buried connection otic placode of the bottom plate to
Upper superposition connection standard element is until the bridge deck unit, bottom is installed between the bottom plate upper surface and standard element outer end face
Portion supports oblique pull beam.
9. the standardized construction method for having enough to meet the need steel construction driving channel according to claim 8, it is characterised in that：
Nonstandard component is installed, the nonstandard component is for adapting to difference described in step (3) between bridge deck unit and the standard element
The foundation pit of size.
10. the standardized construction method for having enough to meet the need steel construction driving channel according to claim 7, it is characterised in that：
Bridge deck unit described in step (3) includes floorings reinforcing beam, floorings, bridge floor angle connector one and protective fence, in institute
Nonstandard component upper surface assembly bridge floor angle connector one is stated, floorings are installed in one upper end of bridge floor angle connector,
Floorings reinforcing beam is assembled in the floorings lower face, and the protective fence is installed in the floorings upper surface；
The end of the bridge component includes that floorings are stated at end of the bridge plate, end of the bridge angle connector two, end of the bridge strengthening support and protective fence, place
Right end assembles end of the bridge plate, and in end of the bridge strengthening support upper end fixed bridge head plate, the protection is installed in end of the bridge plate upper surface
The end of the bridge angle connector two is installed in column in end of the bridge plate lower face.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810073627 | 2018-01-25 | ||
| CN2018100736278 | 2018-01-25 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108611961A true CN108611961A (en) | 2018-10-02 |
Family
ID=63665086
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810605119.XA Pending CN108611961A (en) | 2018-01-25 | 2018-06-13 | It is standardized to have enough to meet the need steel construction driving channel and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108611961A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111254807A (en) * | 2020-03-25 | 2020-06-09 | 中冶建工集团有限公司 | Transfer bridge for transferring earthwork of deep and large foundation pit and earthwork excavating and transporting method |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB8901958D0 (en) * | 1989-01-27 | 1989-03-22 | Thos Storey Eng Ltd | Improvements in and relating to bridges |
| CN1580404A (en) * | 2004-05-18 | 2005-02-16 | 钟宝驹 | Man-vehicle passageway standardized an modularized manufacture and combined construction method |
| CN1944796A (en) * | 2006-10-23 | 2007-04-11 | 钟宝驹 | Prestress steel-concrete combined structure frame member |
| CN201268827Y (en) * | 2008-09-18 | 2009-07-08 | 钟宝驹 | Frame component for changing road traffic structure |
| CN102021879A (en) * | 2010-12-31 | 2011-04-20 | 上海市城市建设设计研究院 | Rail transit steel structure bridge |
| CN103485351A (en) * | 2013-09-30 | 2014-01-01 | 中国建筑股份有限公司 | Inclined pile vertical anchor rod supporting structure for foundation pit supporting and construction method thereof |
| CN203716046U (en) * | 2014-02-25 | 2014-07-16 | 中国建筑第四工程局有限公司 | Steel trestle for earthwork transportation of foundation pit |
| CN204162986U (en) * | 2014-10-24 | 2015-02-18 | 中国路桥工程有限责任公司 | A kind of bridge high-strength steel structure |
| KR20160046629A (en) * | 2014-10-21 | 2016-04-29 | (주)신승이앤씨 | Structure of footbridge and steel structure for constructing footbridge |
| CN208023389U (en) * | 2018-01-25 | 2018-10-30 | 中铁建设集团有限公司 | It is standardized to have enough to meet the need steel construction driving channel |
-
2018
- 2018-06-13 CN CN201810605119.XA patent/CN108611961A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB8901958D0 (en) * | 1989-01-27 | 1989-03-22 | Thos Storey Eng Ltd | Improvements in and relating to bridges |
| CN1580404A (en) * | 2004-05-18 | 2005-02-16 | 钟宝驹 | Man-vehicle passageway standardized an modularized manufacture and combined construction method |
| CN1944796A (en) * | 2006-10-23 | 2007-04-11 | 钟宝驹 | Prestress steel-concrete combined structure frame member |
| CN201268827Y (en) * | 2008-09-18 | 2009-07-08 | 钟宝驹 | Frame component for changing road traffic structure |
| CN102021879A (en) * | 2010-12-31 | 2011-04-20 | 上海市城市建设设计研究院 | Rail transit steel structure bridge |
| CN103485351A (en) * | 2013-09-30 | 2014-01-01 | 中国建筑股份有限公司 | Inclined pile vertical anchor rod supporting structure for foundation pit supporting and construction method thereof |
| CN203716046U (en) * | 2014-02-25 | 2014-07-16 | 中国建筑第四工程局有限公司 | Steel trestle for earthwork transportation of foundation pit |
| KR20160046629A (en) * | 2014-10-21 | 2016-04-29 | (주)신승이앤씨 | Structure of footbridge and steel structure for constructing footbridge |
| CN204162986U (en) * | 2014-10-24 | 2015-02-18 | 中国路桥工程有限责任公司 | A kind of bridge high-strength steel structure |
| CN208023389U (en) * | 2018-01-25 | 2018-10-30 | 中铁建设集团有限公司 | It is standardized to have enough to meet the need steel construction driving channel |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111254807A (en) * | 2020-03-25 | 2020-06-09 | 中冶建工集团有限公司 | Transfer bridge for transferring earthwork of deep and large foundation pit and earthwork excavating and transporting method |
| CN111254807B (en) * | 2020-03-25 | 2021-05-11 | 中冶建工集团有限公司 | Transfer bridge for transferring earthwork of deep and large foundation pit and earthwork excavating and transporting method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106351333A (en) | Precast concrete slab column node and connecting method thereof | |
| CN103452053A (en) | Anti-overturning reinforcing device of single-column-pier bridge | |
| CN103306214B (en) | The bracing means of a kind of reinforced concrete beam and floor | |
| CN203200914U (en) | Steel structure socle outward exposed connecting structure | |
| CN101876160B (en) | Method for installing bracket used for in-situ casting concrete continuous girder bridge on soft soil foundation | |
| CN107059880B (en) | Reinforcing structure of concrete-fabricated section steel mixed support system of ultra-large deep foundation pit and construction method thereof | |
| CN105649230A (en) | Buckling-proof steel plate shear wall with end columns and construction method thereof | |
| CN104944300B (en) | Arm crane foundation | |
| CN114396176B (en) | Reinforcing device and reinforcing method for steel beam column connecting node | |
| CN106930315B (en) | A kind of moving tower crane foundation structure and construction method | |
| CN108611961A (en) | It is standardized to have enough to meet the need steel construction driving channel and its construction method | |
| CN203403373U (en) | Antidumping reinforcing device of single-column pier bridge | |
| CN208023389U (en) | It is standardized to have enough to meet the need steel construction driving channel | |
| CN104233961B (en) | A kind of supporting shelf bracket of No. 0 block of cantilever bridge | |
| CN206327137U (en) | Dismountable battery of electric vehicle bracket | |
| CN103195183A (en) | Standard unit assembled shock isolating and damping structure system | |
| CN110042745A (en) | Antidetonation bridge pier component | |
| CN205839601U (en) | A kind of inverted U template of pier column of bridge | |
| CN206000061U (en) | Floor splicing construction and building template | |
| CN103306196A (en) | Spiral bridge support | |
| CN204418525U (en) | A kind of building reinforce post | |
| CN210369025U (en) | Floor-free tower crane foundation construction structure with steel structure | |
| CN210482356U (en) | Independent tower crane base | |
| CN113622308A (en) | Bottle pier shaft and bent cap integration construction formwork | |
| CN113445731A (en) | Single-side formwork supporting system and using method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |