CN207143966U - The discharging platform on foundation ditch side - Google Patents
The discharging platform on foundation ditch side Download PDFInfo
- Publication number
- CN207143966U CN207143966U CN201720992582.5U CN201720992582U CN207143966U CN 207143966 U CN207143966 U CN 207143966U CN 201720992582 U CN201720992582 U CN 201720992582U CN 207143966 U CN207143966 U CN 207143966U
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- CN
- China
- Prior art keywords
- foundation ditch
- column
- guan liang
- discharging platform
- ditch side
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Abstract
A kind of discharging platform on foundation ditch side is the utility model is related to, on the Guan Liang of the double supporting stake top on foundation ditch side, including：Two row's columns that the Guan Liang of corresponding double supporting stake top is set, often arrange column and erect and be fixed on corresponding Guan Liang, and move towards to set along corresponding Guan Liang；And it is connected to the mounting structures between the two rows column.The beneficial effects of the utility model are：Using the bearing capacity for enclosing the support pile located at margin of foundation pit, the Construction Unloading Platform in support pile Guan Liang, it is easy to the stacking and turnover of foundation pit construction material.And by setting discharging platform to make full use of the space at the top of Guan Liang, place resource is not wasted.
Description
Technical field
Technical field of building construction is the utility model is related to, refers in particular to a kind of discharging platform on foundation ditch side.
Background technology
Pattern foundation pit supporting structure uses pile-anchor supporting system mostly, and cast-in-place concrete pile of being constructed on foundation ditch side is as main supporting knot
Structure, because deep pit monitor limits, forbid preloading in the certain distance of foundation ditch side, cause the waste of foundation ditch side place resource, Wu Fahe
The carry out place horizontal layout of reason, in the case of limited in place, influence site operation progress so that efficiency reduces.
Utility model content
The defects of the purpose of this utility model is to overcome prior art, there is provided a kind of discharging platform on foundation ditch side, can be with
Solve foundation ditch side can not preloading, cause the place wasting of resources, the problem of influenceing construction speed.
Realizing the technical scheme of above-mentioned purpose is：
The utility model provides a kind of discharging platform on foundation ditch side, located at foundation ditch side double supporting stake top Guan Liang it
On, including：
Two row's columns that the Guan Liang of corresponding double supporting stake top is set, often arrange column erect and Guan Liang corresponding to being fixed on it
On, and move towards to set along corresponding Guan Liang；And
The mounting structures being connected between the two rows column.
The beneficial effects of the utility model are, using the bearing capacity for enclosing the support pile located at margin of foundation pit, in support pile
Construction Unloading Platform in Guan Liang, it is easy to the stacking and turnover of foundation pit construction material.And by setting discharging platform to make full use of hat
The space in back portion, place resource is not wasted.
The utility model foundation ditch side discharging platform further improvement is that, the mounting structures include horizontal connection in
Network structure and the landing slab being layed on the network structure, the upper surface of the landing slab between the two rows column
Formed with a support face for supplying support material.
The utility model foundation ditch side discharging platform further improvement is that, the network structure is included along the Guan Liang
Crossbeam and the longeron perpendicular to the crossbeam, the end and corresponding column of the crossbeam and the longeron for moving towards setting are removable
Unload connection.
The utility model foundation ditch side discharging platform further improvement is that, connecting plate, institute are installed with the column
The outer surface that connecting plate is attached at the crossbeam or the longeron is stated, passes through connecting plate described in bolt-through and the corresponding horizontal stroke
Beam or the longeron, so as to realize that the end of the crossbeam and the longeron is detachably connected with corresponding column.
The utility model foundation ditch side discharging platform further improvement is that, the distance from top ground of the Guan Liang is present
Certain drop, the soil body edge gear above the Guan Liang are provided with brick barricade, in ground close to laying at the brick barricade
There is concrete layer；The mounting structures are consistent with the elevation of top of described brick barricade and concrete layer, held so as to described
The upper surface of holder structure forms holding for support material together with the top surface of the brick barricade and the top surface of the concrete layer
Support.
The utility model foundation ditch side discharging platform further improvement is that, in addition to be erected on the mounting structures and lean on
The guard rail at the edge of nearly foundation ditch side.
The utility model foundation ditch side discharging platform further improvement is that, in addition to be fixedly arranged on the column bottom and
The anchor structure of the Guan Liang is anchored in, corresponding column is fixed on by its corresponding Guan Liang by the anchor structure.
The utility model foundation ditch side discharging platform further improvement is that, the anchor structure includes being fixedly arranged on column
Anchoring piece corresponding to the fixed plate is fixed in the fixed plate of bottom and one end, the other end is anchored in Guan Liang.
The utility model foundation ditch side discharging platform further improvement is that, the anchor structure also includes being fixedly arranged on institute
Fixed plate both sides are stated positioned at the floor with the column junction.
The utility model foundation ditch side discharging platform further improvement is that, the column bottom is installed with horizontal branch
Support, the bottom of two columns is fixed in the end of the horizontal support.
Brief description of the drawings
Fig. 1 is schematic diagram of the discharging platform on the utility model foundation ditch side on the Guan Liang of double supporting stake top.
Fig. 2 is the top view of the discharging platform on the utility model foundation ditch side.
Fig. 3 is the side view of the discharging platform away from foundation ditch one side on the utility model foundation ditch side.
Fig. 4 is the side view of the discharging platform close to foundation ditch one side on the utility model foundation ditch side.
Fig. 5 be the utility model foundation ditch side discharging platform in anchor structure schematic diagram.
Fig. 6 is Fig. 5 top view.
Fig. 7 is the close-up schematic view of the discharging platform central post with crossbeam junction on the utility model foundation ditch side.
Fig. 8 is Fig. 7 side view.
Fig. 9 is Fig. 7 top view.
Embodiment
The utility model is described in further detail with specific embodiment below in conjunction with the accompanying drawings.
Refering to Fig. 1, the utility model provides a kind of discharging platform on foundation ditch side, in margin of foundation pit heap putting material,
Be easy to the turnover of construction material, accelerating construction progress, solve foundation ditch side can not preloading, cause the place wasting of resources, influence to apply
The problem of work progress.The discharging platform on the utility model foundation ditch side is illustrated below in conjunction with the accompanying drawings.
As shown in figure 1, the utility model foundation ditch while discharging platform be located at foundation ditch while double supporting stake top Guan Liang it
On, including：Supporting construction 30 at the top of Guan Liang, the anchor structure 10 that supporting construction is fixed on to Guan Liang, tie located at support
Mounting structures 20 on structure 30, the guard rail 40 located at the edge of mounting structures 20.
Wherein, column 31, horizontal support 32 and skewed horizontal load 33 are included referring to Fig. 1, Fig. 3 and Fig. 4, supporting construction 30.It is vertical
Post 31 has two rows, and the Guan Liang of corresponding double supporting stake top is set, and often arranges column 31 and erects and be fixed on corresponding Guan Liang, and
Guan Liang moves towards to set corresponding to.The bottom of two columns 31 is fixed in the end of horizontal support 32, and horizontal support 32 is mutual
Intersect setting, for strengthening the stability of column 31.33 oblique branch of skewed horizontal load is located between column 31 and mounting structures 20,
Form stable triangular structure, the stability that enhancing mounting structures 20 are connected with column 31.Preferably, column uses
H profile steel made of Q345B materials, its sectional dimension are 300mm*300mm*10mm*15mm, length 1175mm；Horizontal support
Using Q235B angle steel, its sectional dimension is 125mm*10mm；Skewed horizontal load uses T-steel made of Q345B materials, its section
Size is 50mm*100mm*6mm*8mm.
As shown in Figure 5 and Figure 6, anchor structure 10 includes being fixedly arranged on the fixed plate 11 of the bottom of column 31, is placed in fixed plate 11
On pad 12, through pad 12 and fixed plate 11 and the anchoring piece 13 that is anchored in Guan Liang structure and be fixedly arranged on column 31
Both sides are positioned at the floor 14 with fixed plate junction.One fixed plate 11 is corresponding with a column 31, the top of fixed plate 11
It is fixedly connected by welding with the bottom of corresponding column 31, its bottom fits in the top of corresponding Guan Liang, passes through fixed plate
The contact area of column 31 and Guan Liang corresponding to 11 increases, prevent pressure that the bottom of column 31 applies to Guan Liang is excessive from causing Guan Liang
It is impaired, also allow for corresponding column 31 being fixed on Guan Liang.Offer in fixed plate 11 and pad 12 and passed through for anchoring piece 13
Through hole, the lower end of anchoring piece 13 is through pad 12 and fixed plate 11 and is anchored in Guan Liang, and upper end be located above pad 12 simultaneously
A nut is screwed with, the nut is resisted against pad 12, so as to which drawknot fixes Guan Liang, fixed plate 11 and pad 12.The one of floor 14
Side is welded and fixed with fixed plate 11, and another side and the outer surface of column 31 are welded and fixed, and strengthens column 31 by floor 14
The stability being connected with fixed plate 11.Preferably, the anchoring piece 13 is M24 chemical anchor bolts；The size of fixed plate is 590mm*
340mm*25mm；The size of pad is 100mm*100mm*20mm；The size of floor is 300mm*125mm*16mm.
As shown in Fig. 2 mounting structures 20 include network structure of the horizontal connection between two row's columns and are layed in netted
Landing slab 21 on structure, the upper surface of landing slab 21 is formed with a support face for supplying support material.The network structure includes
The crossbeam 23 and the longeron 22 perpendicular to crossbeam, the end of longeron 22 and the end of crossbeam 23 and column 31 for moving towards to set along Guan Liang
It is detachably connected by fixation kit.Crossbeam 23 is also attached between two adjacent longerons 22, passes through mutually perpendicular crossbeam
23 and longeron 22 formed network structure.Preferably, landing slab 21 is the checkered steel plate that thickness is 6mm；Crossbeam 23 and longeron 22 are equal
For H profile steel made of Q345B materials, its sectional dimension is 340mm*250mm*9mm*14mm, and further, the length of crossbeam is
6000mm。
Referring to Fig. 7 to Fig. 9, in a preferred embodiment, fixation kit includes connecting plate 51, bolt 52, top sealing plate
53.Crossbeam 23 is H profile steel, including web 231 and the flange plate 232 for being fixedly arranged on the both sides of web 231.The quantity of connecting plate 51 is two
It is individual, be arranged in parallel and it is central be installed with gap, connecting plate 51 is fixedly connected by welding in the outer surface of column 31, when crossbeam 23
End when being contacted with the outer surface of column 31, the web 231 of crossbeam 23 is located between two pieces of connecting plates 51.The He of web 231
The through hole passed through for bolt 52 is offered on connecting plate 51, and is connected web 231 and connecting plate 51 by bolt 52.Due to
The flange plate width of column 31 is bigger compared with the flange plate width of crossbeam 32, and column 31 and crossbeam are fixedly connected on by top sealing plate 53
32 top, reach the effect for strengthening bonding strength, while make the discharging platform more aesthetically pleasing.Specifically, will be close to and column
The flange plate 232 at the top of crossbeam 23 of 31 junction prescinds one section and forms one section of vacancy for setting top sealing plate, top sealing plate
53 first paragraph is placed in the vacancy, and its end is resisted against the section part of flange plate 232 and is welded and fixed, and its second segment level is put
On column 31.The end portion width of the first paragraph of top sealing plate 53 is consistent with the width of flange plate 232 of crossbeam, the width of second segment
It is consistent with the flange plate width of column, and the end portion width of first paragraph to second segment width becomes larger.The fixation kit is also used
In vertical columns and longeron so that the discharging platform is readily disassembled, and is conveniently used in turn.
As shown in Figure 1 and Figure 4, guard rail 40 is located at the edge of landing slab, and the material for preventing from stacking by guard rail 40 falls
To outside discharging platform, especially prevent the material of stacking from falling into injure workmen in foundation ditch by a crashing object, improve the safety of the discharging platform
Performance.In a preferred embodiment, guard rail 40 is fabricated to by column 31, crossbeam 23 and skewed horizontal load 33, without in addition
Prepare material, save construction cost, accelerating construction progress.
As shown in figure 1, in a preferable embodiment, due to certain drop be present at the top of ground distance Guan Liang, lead to
Cross soil body edge of brick barricade 70 gear above Guan Liang, and in laying concrete on ground, and formulated according to actual conditions
The height of column 31, make mounting structures 20 concordant with the concrete layer 60 laid, then can by the top surface of the brick barricade 70 and
The top surface of concrete layer 60 is also regarded as the support face of the discharging platform, it is preferable that in the edge of the concrete layer 60 away from foundation ditch
It is also provided with one of guard rail 40.
The discharging platform on the utility model foundation ditch side has the beneficial effect that：
Using the bearing capacity for enclosing the support pile located at margin of foundation pit, the Construction Unloading Platform in support pile Guan Liang, it is easy to
The stacking and turnover of foundation pit construction material.And by setting discharging platform to make full use of the space at the top of Guan Liang, do not waste place
Resource.
The utility model is described in detail above in association with accompanying drawing embodiment, those skilled in the art can root
Many variations example is made to the utility model according to described above.Thus, some details in embodiment should not be formed to this practicality
New restriction, the utility model will be used as the scope of protection of the utility model using the scope that appended claims define.
Claims (10)
- A kind of 1. discharging platform on foundation ditch side, on the Guan Liang of the double supporting stake top on foundation ditch side, it is characterised in that bag Include：Two row's columns that the Guan Liang of corresponding double supporting stake top is set, often arrange column and erect and be fixed on corresponding Guan Liang, And move towards to set along corresponding Guan Liang；AndThe mounting structures being connected between the two rows column.
- 2. the discharging platform on foundation ditch side as claimed in claim 1, it is characterised in that the mounting structures include horizontal connection in Network structure and the landing slab being layed on the network structure, the upper surface of the landing slab between the two rows column Formed with a support face for supplying support material.
- 3. the discharging platform on foundation ditch side as claimed in claim 2, it is characterised in that the network structure is included along the Guan Liang Crossbeam and the longeron perpendicular to the crossbeam, the end and corresponding column of the crossbeam and the longeron for moving towards setting are removable Unload connection.
- 4. the discharging platform on foundation ditch side as claimed in claim 3, it is characterised in that connecting plate, institute are installed with the column The outer surface that connecting plate is attached at the crossbeam or the longeron is stated, passes through connecting plate described in bolt-through and the corresponding horizontal stroke Beam or the longeron, so as to realize that the end of the crossbeam and the longeron is detachably connected with corresponding column.
- 5. the discharging platform on foundation ditch side as claimed in claim 1, it is characterised in that the distance from top ground of the Guan Liang is present Certain drop, the soil body edge gear above the Guan Liang are provided with brick barricade, in ground close to laying at the brick barricade There is concrete layer；The mounting structures are consistent with the elevation of top of described brick barricade and concrete layer, held so as to described The upper surface of holder structure forms holding for support material together with the top surface of the brick barricade and the top surface of the concrete layer Support.
- 6. the discharging platform on foundation ditch side as claimed in claim 1, it is characterised in that also leaned on including being erected on the mounting structures The guard rail at the edge of nearly foundation ditch side.
- 7. the discharging platform on foundation ditch side as claimed in claim 1, it is characterised in that also include be fixedly arranged on the column bottom and The anchor structure of the Guan Liang is anchored in, corresponding column is fixed on by its corresponding Guan Liang by the anchor structure.
- 8. the discharging platform on foundation ditch side as claimed in claim 7, it is characterised in that the anchor structure includes being fixedly arranged on column Anchoring piece corresponding to the fixed plate is fixed in the fixed plate of bottom and one end, the other end is anchored in Guan Liang.
- 9. the discharging platform on foundation ditch side as claimed in claim 8, it is characterised in that the anchor structure is also included located at described The floor that fixed plate is fixedly connected with the column junction, with the fixed plate and the column.
- 10. the discharging platform on foundation ditch side as claimed in claim 1, it is characterised in that the column bottom is installed with horizontal branch Support, the bottom of two columns is fixed in the end of the horizontal support.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720992582.5U CN207143966U (en) | 2017-08-09 | 2017-08-09 | The discharging platform on foundation ditch side |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720992582.5U CN207143966U (en) | 2017-08-09 | 2017-08-09 | The discharging platform on foundation ditch side |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207143966U true CN207143966U (en) | 2018-03-27 |
Family
ID=61665204
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720992582.5U Expired - Fee Related CN207143966U (en) | 2017-08-09 | 2017-08-09 | The discharging platform on foundation ditch side |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207143966U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112030996A (en) * | 2020-09-09 | 2020-12-04 | 中建四局建设发展有限公司 | A construction platform for foundation ditch crown beam upper portion |
| CN112502212A (en) * | 2020-12-08 | 2021-03-16 | 中交二航局第四工程有限公司 | Rapid assembly platform suitable for taking soil in foundation pit and complete construction process |
| CN113931228A (en) * | 2021-10-21 | 2022-01-14 | 中天建设集团有限公司 | Material platform construction method for basement construction |
-
2017
- 2017-08-09 CN CN201720992582.5U patent/CN207143966U/en not_active Expired - Fee Related
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112030996A (en) * | 2020-09-09 | 2020-12-04 | 中建四局建设发展有限公司 | A construction platform for foundation ditch crown beam upper portion |
| CN112030996B (en) * | 2020-09-09 | 2021-08-17 | 中建四局建设发展有限公司 | A construction platform for foundation ditch crown beam upper portion |
| CN112502212A (en) * | 2020-12-08 | 2021-03-16 | 中交二航局第四工程有限公司 | Rapid assembly platform suitable for taking soil in foundation pit and complete construction process |
| CN112502212B (en) * | 2020-12-08 | 2022-06-24 | 中交二航局第四工程有限公司 | Rapid assembly platform suitable for taking soil in foundation pit and complete construction process |
| CN113931228A (en) * | 2021-10-21 | 2022-01-14 | 中天建设集团有限公司 | Material platform construction method for basement construction |
| CN113931228B (en) * | 2021-10-21 | 2023-01-10 | 中天建设集团有限公司 | Material platform construction method for basement construction |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180327 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |