CN207032046U - A kind of constructing tie beam steel platform for carrying bored concrete pile in liftable water - Google Patents
A kind of constructing tie beam steel platform for carrying bored concrete pile in liftable water Download PDFInfo
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- CN207032046U CN207032046U CN201720680390.0U CN201720680390U CN207032046U CN 207032046 U CN207032046 U CN 207032046U CN 201720680390 U CN201720680390 U CN 201720680390U CN 207032046 U CN207032046 U CN 207032046U
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Abstract
The purpose of this utility model is to provide a kind of constructing tie beam steel platform for carrying bored concrete pile in liftable water.The technical solution of the utility model is：It is made up of multiple studdles, two bearing beams, multiple shaped steel, multiple channel-section steels, construction platform and connection ladder, each studdle is made up of foundation columns, multiple stretching, extension posts and support column, each shaped steel is provided with multiple shaped steel fixing holes, multiple Profiled fixing bolts and multiple barrier locating dowels, the structure is a kind of construction installation taken for binder, pier stud construction in crossing bridge river course, and according to construction needs, can voluntarily in lifting water bored concrete pile constructing tie beam steel platform.It is more notable according to the quantity of the height of practice of construction, voluntarily increase and decrease stretching, extension post, supporting construction effect, it is easy to construction and installation, good damping effect, eliminates over and remove pillar to reduce the traditional construction mode of job platform, while improving efficiency, substantial amounts of resources costs are saved.
Description
Technical field
It the utility model is related to bridge construction field, more particularly to a kind of constructing tie beam for carrying bored concrete pile in liftable water
Steel platform.
Background technology
In recent years, with the development of China's integration of regional economics, surrounding city road network and interconnection are just in Accelerating The Construction
Paces.Unlike urban road, the contact between the belt road and city expressway and highway of surrounding city
Situation of the line often across river is more.At the same time, with increasing and one of the country to river course environment conservative management dynamics
The channel order in a little rivers and the requirement of itself flood passage flood discharge, cause the substructure construction technique of crossing bridge to receive in many ways
The limitation in face.The construction technology taken is different, and there is also very big gap for technology, economic indicator caused by bridge construction.It is logical
Cross and binder, pier stud construction technology in various types of water are studied, from construction cost control, duration, technical quality standard
It is required that, carry out comprehensive analysis in terms of the convenience of working security and constructing operation, and the characteristics of combine this engineering and difficult point, system
Determine and solve the problems such as construction technology of binder in this engineering water, pier stud, and pass through engineer applied, further Optimizing construction work
Skill, standardized construction engineering method is made, offered reference for similar engineering construction from now on and be only the most important thing.At present, bridge spanning the river
The construction technology that binder, pier stud construction are taken in Lianghe road is more, and the effect reached is also not quite similar, and relatively conventional has：Entirely
Section banket construction with artificial island, steel sheet pile cofferdam construction, have bottom casing construction, anti-fog durability cofferdam construction and use this several work
Combination constructing method thereof that skill is carried out etc..How direction that optimal case be this subject study is selected under given conditions.In the past
Dismounting for bearing beam is all according to designed elevation, and drilling platform steel-pipe pile is cut into design altitude, then recovers top again
Bearing beam, girder and floorings, although this operating type construction get up simplicity, virtually consume substantial amounts of construction
Cost, and also also do not improved in terms of efficiency of construction.
The structure is a kind of construction installation taken for binder, pier stud construction in crossing bridge river course, and according to
Construction needs, can voluntarily in lifting water bored concrete pile constructing tie beam steel platform.So form a basis for surrounding bridge pier operation
Pillar, the bridge pier column structure that the quantity used can be built as needed voluntarily increases and decreases, i.e., in the foundation leg to be constructed
Both sides, side by side parallel is vertical respectively multiple studdles, and each studdle is by foundation columns, multiple stretching, extension posts and support column group
Into this can use Two bors d's oeuveres bearing beam, its branch according to the quantity of the height of practice of construction, voluntarily increase and decrease stretching, extension post, each bearing beam
Support structure effect is more notable, is easy to construction and installation, good damping effect, multiple barrier positioning is additionally provided with the top of each shaped steel
Post, each two barrier locating dowel is arranged in parallel, is welded on the top of shaped steel, and the distance between every two sets of barrier locating dowels are
The same, the distance is equal to the width of channel-section steel, and so when channel-section steel laying is carried out, each channel-section steel is just stuck in two sets of barriers
Between locating dowel, the height of each barrier locating dowel is not higher than the height of channel-section steel, can either so meet the laying of channel-section steel, and not
Construction after influencing whether on platform, the inconvenient walking of workmen is prevented, is killed two birds with one stone, so as to complete integral platform
Building.The Platform Structure Design is reasonable, and construction operation is convenient, is easily assembled to and dismantles, when platform building is carried out,
Workmen can be according to the demand of oneself construction operation, to carry out building and laying for diversified forms to platform, but also can
According to the needs of operation, the height of whole platform is voluntarily lifted and reduced, also eliminates over and removes pillar to reduce operation horizontal
The traditional construction mode of platform, while improving efficiency, substantial amounts of resources costs are saved, and be applied to various crossing bridges
The taken construction of binder, pier stud construction in river course.
Utility model content
The purpose of this utility model there is provided a kind of to be applied for what binder, pier stud construction in crossing bridge river course were taken
Work facility, and according to construction needs, can voluntarily in lifting water bored concrete pile constructing tie beam steel platform.
The technical solution of the utility model is：A kind of constructing tie beam steel platform for carrying bored concrete pile in liftable water, it is special
Sign is：By several studdles, several bearing beams, several shaped steel, several channel-section steels, construction platform and terraced group of connection
Into any studdle is made up of foundation columns, several stretching, extension posts and support column, and any stretching, extension post is positioned at basis
The top of post, stretching, extension post and the foundation columns to be fixedly connected, the support column positioned at the top of stretching, extension post, the support column and
For stretching, extension post to be fixedly connected, any bearing beam is located at the top of studdle, and the bearing beam is to be fixedly connected with studdle,
Any shaped steel is located at the top of bearing beam, and for the shaped steel with bearing beam to be fixedly connected, any channel-section steel is located at the upper of shaped steel
Portion, for the channel-section steel with shaped steel to be flexibly connected, the construction platform is located at the side of studdle, the construction platform and platform
For pillar to be fixedly connected, the side for connecting ladder and being located at construction platform, the connection ladder is to be fixedly connected with construction platform.
Further, the quantity of several studdles is multiple, and is spiral steel pipe pile.
Further, several foundation columns fixing holes and several foundation columns fixing bolts are additionally provided with the foundation columns, are appointed
The foundation columns fixed hole position anticipate in the side on foundation columns top, the foundation columns fixing hole, to be fixedly connected, is appointed with foundation columns
The foundation columns fixing bolt of anticipating is located at the side of foundation columns fixing hole, and the foundation columns fixing bolt is fixed through foundation columns
Hole, and be to be fixedly connected with foundation columns, stretching, extension post through the stretching, extension post positioning hole on stretching, extension post, several described foundation columns are consolidated
The quantity for determining hole is multiple, and the quantity of several foundation columns fixing bolts is identical with the quantity of foundation columns fixing hole.
Further, the quantity of several stretching, extension posts is multiple.
Further, be additionally provided with any stretching, extension post several stretching, extension post positioning holes, several stretching, extension post fixing holes and
Several stretching, extension post fixing bolts, the stretching, extension post positioning hole positioned at the side of stretching, extension post bottom, the stretching, extension post positioning hole with
Stretching, extension post to be fixedly connected, any stretching, extension post fixed hole position in the side on stretching, extension post top, the stretching, extension post fixing hole with
Stretching, extension post to be fixedly connected, positioned at the side of stretching, extension post fixing hole, the stretching, extension post fix by any stretching, extension post fixing bolt
Bolt is to be fixedly connected with stretching, extension post, support column through stretching, extension post fixing hole, and through the support column fixing hole on support column,
The quantity of several stretching, extension post positioning holes is identical with the quantity of foundation columns fixing hole, several stretching, extension post fixing holes
Quantity is identical with the quantity for stretching post positioning hole, the quantity and the number of stretching, extension post fixing hole of several stretching, extension post fixing bolts
Measure identical.
Further, several support column fixing holes and support platform are additionally provided with the support column, any support column
Fixed hole position is in the side on support column top, and the support column fixing hole is to be fixedly connected with support column, the support platform position
In the top of support column, the support platform, to be fixedly connected, is additionally provided with several supports with support column in the support platform
Platform positioning hole, any support platform positioning hole are located at the middle part of support platform, the support platform positioning hole and support
For platform to be fixedly connected, the quantity of several support column fixing holes is identical with the quantity for stretching post fixing hole.
Further, the quantity of several bearing beams is 2, and is Two bors d's oeuveres bearing beam.
Further, several bearing beam fixing bolts and several shaped steel positioning holes are additionally provided with any bearing beam, arbitrarily
The bearing beam fixing bolt is located at the side of bearing beam, and the bearing beam fixing bolt is to be fixedly connected with studdle through bearing beam,
Any shaped steel positioning hole is located at the top of bearing beam, and with bearing beam to be fixedly connected, described several pad the shaped steel positioning hole
The quantity of beam fixing bolt is multiple, and the quantity of several shaped steel positioning holes is multiple.
Further, several shaped steel fixing holes, several Profiled fixing bolts and some are additionally provided with any shaped steel
Individual barrier locating dowel, for any shaped steel fixed hole position in the side of shaped steel, the shaped steel fixing hole is to be fixedly connected with shaped steel,
Any Profiled fixing bolt is located at the top of shaped steel fixing hole, and the Profiled fixing bolt passes through shaped steel fixing hole and bearing beam
To be fixedly connected, any barrier locating dowel is located at the top of shaped steel, and the barrier locating dowel is to be fixedly connected with shaped steel, institute
The quantity for stating several shaped steel fixing holes is multiple, the quantity of several Profiled fixing bolts and the quantity of shaped steel fixing hole
Identical, the quantity of several barrier locating dowels is multiple.
Further, the quantity of several shaped steel is multiple that the quantity of several channel-section steels is multiple.
The beneficial effects of the utility model are：The structure is a kind of for binder, pier stud construction in crossing bridge river course
The construction installation taken, and according to construction needs, can voluntarily in lifting water bored concrete pile constructing tie beam steel platform.Such shape
The foundation leg for surrounding bridge pier operation into one, the bridge pier column structure that the quantity used can be built as needed voluntarily increase and decrease,
I.e. in the both sides of the foundation leg to be constructed, side by side parallel is vertical respectively multiple studdles, and each studdle is by base
Plinth post, multiple stretching, extension posts and support column composition, this can stretch the quantity of post according to the height of practice of construction, voluntarily increase and decrease, often
Individual bearing beam uses Two bors d's oeuveres bearing beam, and its supporting construction effect is more notable, is easy to construction and installation, good damping effect, in each type
The top of steel is additionally provided with multiple barrier locating dowels, and each two barrier locating dowel is arranged in parallel, is welded on the top of shaped steel, and often
The distance between two sets of barrier locating dowels are the same, and the distance is equal to the width of channel-section steel, so carry out channel-section steel laying when
To wait, each channel-section steel is just stuck between two sets of barrier locating dowels, and the height of each barrier locating dowel is not higher than the height of channel-section steel, this
Sample can either meet the laying of channel-section steel, the construction do not interfere with again after on platform, prevent the inconvenient walking of workmen,
Kill two birds with one stone, so as to complete the building of integral platform.The Platform Structure Design is reasonable, and construction operation is convenient, is easily assembled to
And dismounting, when platform building is carried out, workmen can be carried out a variety of according to the demand of oneself construction operation to platform
Form being built and laying, but also voluntarily can be lifted and reduce the height of whole platform according to the needs of operation, also save
Pillar is removed in the past to reduce the traditional construction mode of job platform, while improving efficiency, saves substantial amounts of resource
Cost, and suitable for the taken construction of binder, pier stud construction in various crossing bridge river courses.
Brief description of the drawings
Fig. 1 is front view of the present utility model.
Fig. 2 is studdle disassemblying structure schematic diagram of the present utility model.
Fig. 3 is lifting binder platform disassemblying structure schematic diagram of the present utility model.
Fig. 4 is hollow out building structure schematic diagram of the present utility model.
Fig. 5 is overall structure diagram of the present utility model.
Fig. 6 is that overall structure of the present utility model declines job state structural representation.
Wherein：1st, studdle 2, foundation columns 3, foundation columns fixing hole
4th, foundation columns fixing bolt 5, stretching, extension post 6, stretching, extension post positioning hole
7th, post fixing hole 8, stretching, extension post fixing bolt 9, support column are stretched
10th, support column fixing hole 11, support platform 12, support platform positioning hole
13rd, bearing beam 14, bearing beam fixing bolt 15, shaped steel positioning hole
16th, shaped steel 17, shaped steel fixing hole 18, Profiled fixing bolt
19th, barrier locating dowel 20, channel-section steel 21, construction platform
22nd, connection ladder
Embodiment
Brief description is made to specific embodiment of the present utility model below in conjunction with the accompanying drawings.
As shown in Figure 1, Figure 2, a kind of constructing tie beam steel for carrying bored concrete pile in liftable water is put down shown in Fig. 3, Fig. 4, Fig. 5, Fig. 6
Platform, it is characterised in that：It is flat by several studdles 1, several bearing beams 13, several shaped steel 16, several channel-section steels 20, construction
Platform 21 and connection ladder 22 are formed, and any studdle 1 is made up of foundation columns 2, several stretching, extension posts 5 and support column 9, institute
State and several foundation columns fixing holes 3 and several foundation columns fixing bolts 4 are additionally provided with foundation columns 2, any foundation columns are consolidated
Determine the side that hole 3 is located at the top of foundation columns 2, the foundation columns fixing hole 3 is to be fixedly connected with foundation columns 2, any basis
Post fixing bolt 4 is located at the side of foundation columns fixing hole 3, and the foundation columns fixing bolt 4 passes through foundation columns fixing hole 3, and
Through the stretching, extension post positioning hole 6 on stretching, extension post 5 with foundation columns 2, stretching, extension post 5 to be fixedly connected, any stretching, extension post 5 is located at base
The top of plinth post 2, the stretching, extension post 5, to be fixedly connected, several stretching, extensions are additionally provided with any stretching, extension post 5 with foundation columns 2
Post positioning hole 6, several stretching, extension post fixing holes 7 and several stretching, extension post fixing bolts 8, the stretching, extension post positioning hole 6, which is located at, to be stretched
The side of the bottom of post 5 is opened up, the stretching, extension post positioning hole 6 is to be fixedly connected with stretching, extension post 5, any stretching, extension post fixing hole 7
In the side on stretching, extension post 5 top, for the stretching, extension post fixing hole 7 with stretching, extension post 5 to be fixedly connected, any stretching, extension post fixes spiral shell
Bolt 8 is located at the side of stretching, extension post fixing hole 7, and the stretching, extension post fixing bolt 8 passes through support through stretching, extension post fixing hole 7
For support column fixing hole 10 on post 9 with stretching, extension post 5, support column 9 to be fixedly connected, the support column 9 is upper positioned at stretching, extension post 5
Portion, the support column 9, to be fixedly connected, are additionally provided with several support column fixing holes 10 and branch with stretching, extension post 5 on the support column 9
Platform 11 is supportted, any support column fixing hole 10 is located at the side on the top of support column 9, the support column fixing hole 10 and support
For post 9 to be fixedly connected, the support platform 11 is located at the top of support column 9, and the support platform 11 connects with support column 9 to be fixed
Connect, several support platform positioning holes 12 are additionally provided with the support platform 11, any support platform positioning hole 12 is located at
The middle part of support platform 11, the support platform positioning hole 12 are to be fixedly connected with support platform 11, any bearing beam 13
In the top of studdle 1, the bearing beam 13, to be fixedly connected, is additionally provided with some with studdle 1 on any bearing beam 13
Individual bearing beam fixing bolt 14 and several shaped steel positioning holes 15, any bearing beam fixing bolt 14 are located at the side of bearing beam 13,
The bearing beam fixing bolt 14 is to be fixedly connected with studdle 1 through bearing beam 13, and any shaped steel positioning hole 15 is positioned at pad
The top of beam 13, for the shaped steel positioning hole 15 with bearing beam 13 to be fixedly connected, any shaped steel 16 is located at the top of bearing beam 13,
The shaped steel 16 and bearing beam 13 to be fixedly connected, be additionally provided with any shaped steel 16 several shaped steel fixing holes 17, several
Profiled fixing bolt 18 and several barrier locating dowels 19, any shaped steel fixing hole 17 is located at the side of shaped steel 16, described
For shaped steel fixing hole 17 with shaped steel 16 to be fixedly connected, any Profiled fixing bolt 18 is located at the top of shaped steel fixing hole 17,
The Profiled fixing bolt 18 is to be fixedly connected with bearing beam 13 through shaped steel fixing hole 17, and any barrier locating dowel 19 is located at
The top of shaped steel 16, for the barrier locating dowel 19 with shaped steel 16 to be fixedly connected, any channel-section steel 20 is located at the upper of shaped steel 16
Portion, for the channel-section steel 20 with shaped steel 16 to be flexibly connected, the construction platform 21 is located at the side of studdle 1, and the construction is flat
For platform 21 with studdle 1 to be fixedly connected, the connection ladder 22 is located at the side of construction platform 21, the connection ladder 22 and construction
Platform 21 is to be fixedly connected.The quantity of several studdles 1 is multiple, and is spiral steel pipe pile.It is described some
The quantity of individual foundation columns fixing hole 3 is multiple.The quantity of several foundation columns fixing bolts 4 and foundation columns fixing hole 3
Quantity is identical.The quantity of several stretching, extension posts 5 is multiple.The quantity and foundation columns of several stretching, extension post positioning holes 6
The quantity of fixing hole 3 is identical.The quantity of several stretching, extension post fixing holes 7 is identical with the quantity for stretching post positioning hole 6.It is described
The quantity of several stretching, extension post fixing bolts 8 is identical with the quantity for stretching post fixing hole 7.Several described support column fixing holes 10
Quantity with stretch post fixing hole 7 quantity it is identical.The quantity of several support platform positioning holes 12 is multiple.It is if described
The quantity of dry bearing beam 13 is 2, and is Two bors d's oeuveres bearing beam.The quantity of several bearing beam fixing bolts 14 is multiple.
The quantity of several shaped steel positioning holes 15 is multiple.The quantity of several shaped steel 16 is multiple.Several described types
The quantity of steel fixing hole 17 is multiple.The quantity of several Profiled fixing bolts 18 and the quantity phase of shaped steel fixing hole 17
Together.The quantity of several barrier locating dowels 19 is multiple.The quantity of several channel-section steels 20 is multiple.
Working method：The structure is a kind of construction installation taken for binder, pier stud construction in crossing bridge river course,
And according to construction needs, can voluntarily in lifting water bored concrete pile constructing tie beam steel platform.First, the one of construction platform 21
Side, multiple studdles 1 are first erected, each studdle 1 is inserted at river location to be onstructed, formed one and surround bridge
The foundation leg of pier operation, the i.e. both sides in the foundation leg to be constructed, side by side parallel is vertical respectively multiple studdles 1,
The bridge pier column structure that the quantity used can be built as needed voluntarily increases and decreases, and each studdle 1 is by foundation columns 2, some
Individual stretching, extension post 5 and support column 9 form, and wherein the quantity of several stretching, extension posts 5 can be multiple, and this can be according to practice of construction
Highly, voluntarily the quantity of post 5 is stretched in increase and decrease, and workmen to studdle 1 when building, first by whole platform
Pillar 1 is connected, that is, the one end stretched with stretching, extension post positioning hole 6 on post 5 is inserted into foundation columns 2 and carries foundation columns
One end of fixing hole 3, stretch in the quantity, size and position correspondence relation and foundation columns 2 that stretch post positioning hole 6 on post 5
Foundation columns fixing hole 3 it is identical, so, in the opertions engineering spliced, allow stretching, extension post positioning hole 6 and foundation columns fixing hole
In 3 position correspondence, and it will be stretched through stretching, extension post positioning hole 6 and foundation columns fixing hole 3 using foundation columns fixing bolt 4
Post 5 and foundation columns 2 connect, between multiple stretching, extension posts 5 can be so completed using identical method, and stretching, extension post 5
With the connection construction between support column 9；, it is necessary to carry out the connection of two bearing beams 13 after studdle 1 is all erected, each pad
Beam 13 uses Two bors d's oeuveres bearing beam, and its supporting construction effect is more notable, is easy to construction and installation, good damping effect, is consolidated using bearing beam
Determine bolt 14, each bearing beam 13 is installed in the support platform 11 on support column 9；After treating that bearing beam 13 is laid, to type
Steel 16 is assembled, and is additionally provided with multiple shaped steel fixing holes 17 on each shaped steel 16, and the quantity of shaped steel fixing hole 17, size with
And position correspondence relation is consistent with the shaped steel positioning hole 15 on bearing beam 13, is then fixed using Profiled fixing bolt 18
On bearing beam 13, in addition, being additionally provided with multiple barrier locating dowels 19 on the top of each shaped steel 16, each two barrier locating dowel 19 is flat
Row arrangement, the top of shaped steel 16 is welded on, and the distance between every two sets of barrier locating dowels 19 are the same, and the distance is equal to
The width of channel-section steel 20, so carry out channel-section steel 20 lay when, each channel-section steel 20 be just stuck in two sets of barrier locating dowels 19 it
Between, the height of each barrier locating dowel 19 is not higher than the height of channel-section steel 20, can either so meet the laying of channel-section steel 20, again will not
Construction after having influence on platform, the inconvenient walking of workmen is prevented, is killed two birds with one stone, so as to complete taking for integral platform
Build work.The Platform Structure Design is reasonable, and construction operation is convenient, is easily assembled to and dismantles, when platform building is carried out, applies
Worker person can be according to the demand of oneself construction operation, to carry out building and laying for diversified forms to platform, but also being capable of root
According to the needs of operation, the height of whole platform is voluntarily lifted and reduced, also eliminates over and removes pillar to reduce job platform
Traditional construction mode, while improving efficiency, save substantial amounts of resources costs, and be applied to various bridge spanning the river Lianghes
The taken construction of binder, pier stud construction in road.
One embodiment of the present utility model is described in detail above, but the content is only of the present utility model
Preferred embodiment, it is impossible to be considered as being used to limit practical range of the present utility model.It is all to be made according to present utility model application scope
Equivalent change with improve etc., all should still belong within patent covering scope of the present utility model.
Claims (10)
- A kind of 1. constructing tie beam steel platform for carrying bored concrete pile in liftable water, it is characterised in that：If by several studdles, Dry bearing beam, several shaped steel, several channel-section steels, construction platform and connection ladder composition, any studdle is by basis Post, several stretching, extension posts and support column composition, any stretching, extension post are located at the top of foundation columns, the stretching, extension post and foundation columns To be fixedly connected, the support column is to be fixedly connected with stretching, extension post positioned at the top of stretching, extension post, the support column, any pad Beam is located at the top of studdle, and for the bearing beam with studdle to be fixedly connected, any shaped steel is located at the top of bearing beam, For the shaped steel with bearing beam to be fixedly connected, any channel-section steel is located at the top of shaped steel, and the channel-section steel is to be flexibly connected with shaped steel, The construction platform is located at the side of studdle, and the construction platform is to be fixedly connected with studdle, the terraced position of connection In the side of construction platform, the connection ladder is to be fixedly connected with construction platform.
- A kind of 2. constructing tie beam steel platform for carrying bored concrete pile in liftable water according to claim 1, it is characterised in that：Institute The quantity for stating several studdles is multiple, and is spiral steel pipe pile.
- A kind of 3. constructing tie beam steel platform for carrying bored concrete pile in liftable water according to claim 1, it is characterised in that：Appoint Described stretch of anticipating is additionally provided with several stretching, extension post positioning holes, several stretching, extension post fixing holes and several stretching, extension posts fixation spiral shells on post Bolt, the stretching, extension post positioning hole, to be fixedly connected, are appointed positioned at the side of stretching, extension post bottom, the stretching, extension post positioning hole with stretching, extension post The stretching, extension post fixed hole position of anticipating, to be fixedly connected, is appointed in the side on stretching, extension post top, the stretching, extension post fixing hole with stretching, extension post The stretching, extension post fixing bolt of anticipating is fixed positioned at the side of stretching, extension post fixing hole, the stretching, extension post fixing bolt through stretching, extension post Hole, and be to be fixedly connected with stretching, extension post, support column through the support column fixing hole on support column, several described stretching, extension posts are determined The quantity in position hole is identical with the quantity of foundation columns fixing hole, quantity and the stretching, extension post positioning hole of several stretching, extension post fixing holes Quantity it is identical, it is described several stretching, extension post fixing bolts quantity with stretching, extension post fixing hole quantity it is identical.
- A kind of 4. constructing tie beam steel platform for carrying bored concrete pile in liftable water according to claim 1, it is characterised in that：Institute The quantity for stating several stretching, extension posts is multiple.
- A kind of 5. constructing tie beam steel platform for carrying bored concrete pile in liftable water according to claim 3, it is characterised in that：Institute State and several foundation columns fixing holes and several foundation columns fixing bolts are additionally provided with foundation columns, any foundation columns fixing hole Positioned at the side on foundation columns top, for the foundation columns fixing hole with foundation columns to be fixedly connected, any foundation columns fix spiral shell Bolt is located at the side of foundation columns fixing hole, and the foundation columns fixing bolt passes through foundation columns fixing hole, and passes through on stretching, extension post Stretching, extension post positioning hole and foundation columns, stretching, extension post to be fixedly connected, the quantity of several foundation columns fixing holes is multiple, institute The quantity for stating several foundation columns fixing bolts is identical with the quantity of foundation columns fixing hole.
- 6. a kind of constructing tie beam steel platform for carrying bored concrete pile in liftable water according to claim 1 or claim 3, its It is characterised by：Several support column fixing holes and support platform are additionally provided with the support column, any support column fixing hole Positioned at the side on support column top, the support column fixing hole is with support column to be fixedly connected, and the support platform is positioned at support The top of post, the support platform, to be fixedly connected, are additionally provided with several support platforms and determined with support column in the support platform Position hole, any support platform positioning hole are located at the middle part of support platform, and the support platform positioning hole is with support platform It is fixedly connected, the quantity of several support column fixing holes is identical with the quantity for stretching post fixing hole.
- A kind of 7. constructing tie beam steel platform for carrying bored concrete pile in liftable water according to claim 1, it is characterised in that：Institute The quantity for stating several bearing beams is 2, and is Two bors d's oeuveres bearing beam.
- A kind of 8. constructing tie beam steel platform for carrying bored concrete pile in liftable water according to claim 1, it is characterised in that：Appoint Anticipate and be additionally provided with several bearing beam fixing bolts and several shaped steel positioning holes on the bearing beam, any bearing beam fixing bolt position In the side of bearing beam, the bearing beam fixing bolt is to be fixedly connected with studdle through bearing beam, any shaped steel positioning hole Positioned at the top of bearing beam, with bearing beam to be fixedly connected, the quantity of several bearing beam fixing bolts is the shaped steel positioning hole Multiple, the quantity of several shaped steel positioning holes is multiple.
- A kind of 9. constructing tie beam steel platform for carrying bored concrete pile in liftable water according to claim 1, it is characterised in that：Appoint Anticipate and be additionally provided with several shaped steel fixing holes, several Profiled fixing bolts and several barrier locating dowels on the shaped steel, arbitrarily The shaped steel fixed hole position is in the side of shaped steel, and the shaped steel fixing hole with shaped steel to be fixedly connected, fix by any shaped steel Bolt is located at the top of shaped steel fixing hole, and the Profiled fixing bolt is to be fixedly connected with bearing beam through shaped steel fixing hole, arbitrarily The barrier locating dowel is located at the top of shaped steel, and the barrier locating dowel with shaped steel to be fixedly connected, consolidate by several described shaped steel The quantity for determining hole is multiple, and the quantity of several Profiled fixing bolts is identical with the quantity of shaped steel fixing hole, described some The quantity of individual barrier locating dowel is multiple.
- A kind of 10. constructing tie beam steel platform for carrying bored concrete pile in liftable water according to claim 1, it is characterised in that： The quantity of several shaped steel is multiple, and the quantity of several channel-section steels is multiple.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720680390.0U CN207032046U (en) | 2017-06-13 | 2017-06-13 | A kind of constructing tie beam steel platform for carrying bored concrete pile in liftable water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720680390.0U CN207032046U (en) | 2017-06-13 | 2017-06-13 | A kind of constructing tie beam steel platform for carrying bored concrete pile in liftable water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207032046U true CN207032046U (en) | 2018-02-23 |
Family
ID=61471162
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720680390.0U Expired - Fee Related CN207032046U (en) | 2017-06-13 | 2017-06-13 | A kind of constructing tie beam steel platform for carrying bored concrete pile in liftable water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207032046U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107119571A (en) * | 2017-06-13 | 2017-09-01 | 天津第市政公路工程有限公司 | A kind of constructing tie beam steel platform and its assembling and application method for carrying bored concrete pile in liftable water |
-
2017
- 2017-06-13 CN CN201720680390.0U patent/CN207032046U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107119571A (en) * | 2017-06-13 | 2017-09-01 | 天津第市政公路工程有限公司 | A kind of constructing tie beam steel platform and its assembling and application method for carrying bored concrete pile in liftable water |
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Inventor after: Li Weibo Inventor after: Xu Yi Inventor after: Duan Xiaojuan Inventor after: Xin Yanqing Inventor after: Cai Xiujiao Inventor after: Jing Yuge Inventor after: Liu Ruixia Inventor before: Li Weibo Inventor before: Xu Yi Inventor before: Duan Xiaojuan Inventor before: Bei Yanqing Inventor before: Cai Xiujiao Inventor before: Jing Yuge Inventor before: Liu Ruixia |
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Granted publication date: 20180223 Termination date: 20200613 |