CN207361643U - A kind of pin-connected panel tower crane base that can be reused - Google Patents
A kind of pin-connected panel tower crane base that can be reused Download PDFInfo
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- CN207361643U CN207361643U CN201721137868.1U CN201721137868U CN207361643U CN 207361643 U CN207361643 U CN 207361643U CN 201721137868 U CN201721137868 U CN 201721137868U CN 207361643 U CN207361643 U CN 207361643U
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- pressing plate
- plate
- stake
- intermediate press
- spud pile
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Abstract
A kind of pin-connected panel tower crane base that can be reused, including bottom concrete pressing plate（1）, it is characterised in that：The bottom concrete pressing plate（1）Corner on respectively on offer bottom stake penetrate hole（3）, bottom concrete pressing plate（1）Hole is penetrated by bottom stake（3）It is through bottom stake（2）On, bottom concrete pressing plate（1）Upper surface horizontal positioned have one or more intermediate press plate（4）, intermediate press plate（4）Outside be horizontally fixed with multiple steel part overhanging arms（5）, steel part overhanging arm（5）Outer end bottom be provided with the spud pile of embedded soil layer（6）, spud pile（6）It is fixed on steel part overhanging arm（5）On, the intermediate press plate positioned at the top（4）Upper end face be provided with top layer pressing plate（7）, the utility model is rational in infrastructure, and stability is good, can dismantle and transport after the completion of construction, realizes reuse, saves raw material, solves conventional concrete pedestal and discards rear reluctant problem.
Description
Technical field
A kind of tower crane base, more particularly to a kind of pin-connected panel tower crane base that can be reused are the utility model is related to, is belonged to
In technical field of building construction.
Background technology
Tower crane is also known as derrick crane, is handling lifting equipment very common in construction site, and the bottom of tower crane needs
A huge pedestal is fixed on, to ensure the even running of tower crane.Traditional tower crane base needs existing digging one on the ground
Very big pedestal hole, then ties steel reinforcement cage in pedestal hole, then is poured with concrete in pedestal hole, at least one after pouring
It could be used after week, construction period is longer.After the completion of all construction, after removing rail mounted vertical elevator, coagulation mud
Only abandoned well is simply filled soil matrix seat on the spot, and coagulation soil pedestal can not be carried, and it is even more impossible to be carried out to next building site
Recycling, the waste to raw material is than more serious.Coagulation soil pedestal after discarded lays various pipes in later stage greening, grooving
Line can be formed it is difficult to the obstacle of disposal, and it is very big to remove difficulty.
The content of the invention
The purpose of this utility model is to be formed for existing tower crane base using concrete one-piece casting, Wu Fajin
Row dismounting and recycling, the waste to raw material is than the defects of more serious, the coagulation soil pedestal after discarding is difficult to dispose
And deficiency, there is provided a kind of rational in infrastructure, stability is good, can easily be dismantled after the completion of construction and handling, realizes weight
It is multiple to utilize, save a kind of pin-connected panel tower crane base that can be reused of raw material.
To achieve the above object, the technical solution of the utility model is：A kind of pin-connected panel tower crane that can be reused
Pedestal, including bottom concrete pressing plate, it is characterised in that：On the corner of the bottom concrete pressing plate respectively on offer bottom stake
Hole is penetrated, bottom concrete pressing plate penetrates hole by bottom stake and is through in the stake of bottom, and the upper surface of bottom concrete pressing plate is horizontal positioned
There is one or more intermediate press plate, multiple steel part overhanging arms, the outer end of steel part overhanging arm are horizontally fixed with the outside of intermediate press plate
Spud pile installation position is provided with, the outer end bottom of steel part overhanging arm is provided with the spud pile of embedded soil layer, and spud pile passes through fixation
Stake installation position is fixed on steel part overhanging arm, and the upper end face of the intermediate press plate of the top is provided with top layer pressing plate, top layer
The upper surface of pressing plate is fixedly installed bolt fixed seat.
Further, the bottom concrete pressing plate, intermediate press plate and top layer pressing plate are rectangular slab, circular slab or cross
Plate, the area of bottom concrete pressing plate are greater than or equal to the area of intermediate press plate and top layer pressing plate.
Further, it is through hole or blind hole that the bottom stake, which penetrates hole, and the aperture of blind hole is located under bottom concrete pressing plate
Surface, the depth of blind hole are the 1/2-3/4 of bottom concrete pressing plate depth.
Further, multiple trapezoidal protrusions, the upper surface of intermediate press plate are symmetrically arranged with the bottom surface of the intermediate press plate
On be symmetrically arranged with multiple with the trapezoidal corresponding trapezoidal groove of protrusion, be also symmetrically arranged with multiple ladders on the bottom surface of top layer pressing plate
Shape is raised, and multiple trapezoidal grooves are also symmetrically arranged with the upper surface of bottom concrete pressing plate.
Further, the spud pile is made of steel construction, and the bottom of spud pile is conical, in the top of spud pile
Portion's setting is fluted, and movable suspender member is provided with groove.
The beneficial effects of the utility model are：
1st, the utility model has squeezed into bottom stake in the soil layer at column foot hole bottom, and is fixed with bottom coagulation in bottom stake over-assemble
Soil pressure plate, laminate and upper laminate, longitudinal bearing capacity is good, and is also realized by steel part overhanging arm and spud pile
Fixation in transverse direction, top layer pressing plate are bolted seat and are mutually fixed with tower crane base.
2nd, the utility model is rational in infrastructure, and stability is good, can dismantle and transport after the completion of construction, and realizing repetition makes
With saving raw material, solve conventional concrete pedestal and discard rear reluctant problem, easy to large-scale promotion
With.
Brief description of the drawings
Fig. 1 is the structure diagram of the utility model.
In figure：Bottom concrete pressing plate 1, bottom stake 2, bottom stake penetrate hole 3, intermediate press plate 4, steel part overhanging arm 5, spud pile 6,
Top layer pressing plate 7, bolt fixed seat 8, trapezoidal raised 9.
Embodiment
The utility model is described in further detail below in conjunction with brief description of the drawings and embodiment：
Referring to Fig. 1, a kind of pin-connected panel tower crane base that can be reused of the utility model, including bottom concrete pressing plate
1, it is characterised in that：On the corner of the bottom concrete pressing plate 1 respectively on offer bottom stake penetrate hole 3, bottom concrete pressure
Plate 1 penetrates hole 3 by bottom stake and is through in bottom stake 2, and the upper surface of bottom concrete pressing plate 1 is horizontal positioned to be had among one or more
Pressing plate 4, the outside of intermediate press plate 4 are horizontally fixed with multiple steel part overhanging arms 5, and the outer end of steel part overhanging arm 5 is provided with spud pile
Installation position, the outer end bottom of steel part overhanging arm 5 are provided with the spud pile 6 of embedded soil layer, and spud pile 6 is consolidated by spud pile installation position
It is scheduled on steel part overhanging arm 5, the upper end face of the intermediate press plate 4 of the top is provided with top layer pressing plate 7, top layer pressing plate 7
Upper surface is fixedly installed bolt fixed seat 8.
The bottom concrete pressing plate 1, intermediate press plate 4 and top layer pressing plate 7 are rectangular slab, circular slab or cross plate, bottom
The area of layer concrete pressing plate 1 is greater than or equal to the area of intermediate press plate 4 and top layer pressing plate 7.
It is through hole or blind hole that the bottom stake, which penetrates hole 3, and the aperture of blind hole is located at the lower surface of bottom concrete pressing plate, blind hole
Depth be 1 depth of bottom concrete pressing plate 1/2-3/4.
It is symmetrically arranged with multiple trapezoidal raised 9 on the bottom surface of the intermediate press plate 4, it is symmetrical on the upper surface of intermediate press plate 4
Multiple and trapezoidal raised 9 corresponding trapezoidal groove is provided with, is also symmetrically arranged with the bottom surface of top layer pressing plate multiple trapezoidal convex
9 are played, multiple trapezoidal grooves are also symmetrically arranged with the upper surface of bottom concrete pressing plate 1.
The spud pile 6 is made of steel construction, and the bottom of spud pile 6 is cone, and the top middle portion of spud pile 6 is set
It is fluted, movable suspender member is provided with groove.
Referring to Fig. 1, multiple bottom stakes 2 are squeezed into the bottom solum in pedestal hole, to improve the bearing capacity of ground and stabilization
Property, bottom stake 2 is distributed according to the size shape of bottom concrete pressing plate 1, exposes positioned at the upper end of the bottom of corner stake 2 outside soil layer
Side.On the corner of bottom concrete pressing plate 1 respectively on offer bottom stake and penetrate hole 3, it is through hole or blind hole that bottom stake, which penetrates hole 3, blind
The aperture in hole is located at the lower surface of bottom concrete pressing plate, and the depth of blind hole is the 1/2-3/4 of 1 depth of bottom concrete pressing plate,
The bottom stake 2 that 3 position correspondence of hole is penetrated with bottom stake penetrates bottom stake and penetrates in hole 3 fixed, and longitudinal bearing capacity is good.
The upper surface of bottom concrete pressing plate 1 is horizontal positioned one or more intermediate press plate 4, the thickness of intermediate press plate 4
And depending on weight is by the height of tower crane and the soft or hard degree of soil layer.The outside of intermediate press plate 4 is horizontally fixed with outside multiple steel parts
Semi-girder 5, the outer end of steel part overhanging arm 5 are provided with spud pile installation position, and the outer end bottom of steel part overhanging arm 5 is provided with embedded soil layer
Spud pile 6, spud pile 6 is fixed on steel part overhanging arm 5 by spud pile installation position.Spud pile 6 is made of steel construction, Gu
The bottom for determining stake 6 is cone, and the top middle portion setting of spud pile 6 is fluted, and movable suspender member is provided with groove, is hung
Lifting is extracted when part is dismantled easy to the later stage.
The upper end face of the intermediate press plate 4 of the top is provided with top layer pressing plate 7, the upper surface of top layer pressing plate 7 is fixed
Bolt fixed seat 8 is provided with, tower crane base is fixed in bolt fixed seat 8, fixed rear stability is good, can reach existing entirety and pour
Build the security performance of formula concrete pedestal.Bottom concrete pressing plate 1, intermediate press plate 4 and top layer pressing plate 7 are rectangular slab, circular slab
Or cross plate, the area of bottom concrete pressing plate 1 are greater than or equal to the area of intermediate press plate 4 and top layer pressing plate 7.
In order to improve the compactness connected between bottom concrete pressing plate 1, intermediate press plate 4 and top layer pressing plate 7, this practicality is new
Type is symmetrically arranged with multiple trapezoidal raised 9 on the bottom surface of intermediate press plate 4, is symmetrically arranged with the upper surface of intermediate press plate 4 more
It is a with trapezoidal raised 9 corresponding trapezoidal groove, be also symmetrically arranged with multiple trapezoidal raised 9 on the bottom surface of top layer pressing plate, bottom
Also multiple trapezoidal grooves are symmetrically arranged with the upper surface of coagulation soil pressure plate 1.So trapezoidal raised the 9 of 4 bottom of intermediate press plate are just
Can enter in the trapezoidal groove of 1 upper surface of bottom concrete pressing plate, 7 bottom of top layer pressing plate trapezoidal raised 9 with regard to that can enter
In the trapezoidal groove of 4 upper surface of intermediate press plate, an entirety effectively forms.
After construction, the various pieces of pedestal can be dismantled easily, bottom concrete pressing plate 1, intermediate press plate
4th, lifting is transported after top layer pressing plate 7 and spud pile 6 etc. can take out, and is realized reuse, is saved raw material, will not
It is discarded to leave reluctant huge concrete pedestal, it is commonly employed in building field.
Above content is to combine the further description that embodiment does the utility model, it is impossible to thinks this
The specific implementation of utility model is confined to these explanations, comes for the utility model person of an ordinary skill in the technical field
Say, on the premise of the present utility model design is not departed from, the utility model also has various simple replacements, improvement and change
Change, various simple replacements, improvement and the change made, should all be considered as belonging to the scope of protection of the utility model.
Claims (5)
1. a kind of pin-connected panel tower crane base that can be reused, including bottom concrete pressing plate（1）, it is characterised in that：The bottom
Layer concrete pressing plate（1）Corner on respectively on offer bottom stake penetrate hole（3）, bottom concrete pressing plate（1）Worn by bottom stake
Enter hole（3）It is through bottom stake（2）On, bottom concrete pressing plate（1）Upper surface horizontal positioned have one or more intermediate press plate
（4）, intermediate press plate（4）Outside be horizontally fixed with multiple steel part overhanging arms（5）, steel part overhanging arm（5）Outer end be provided with it is solid
Determine stake installation position, steel part overhanging arm（5）Outer end bottom be provided with the spud pile of embedded soil layer（6）, spud pile（6）Pass through fixation
Stake installation position is fixed on steel part overhanging arm（5）On, the intermediate press plate positioned at the top（4）Upper end face be provided with top layer pressing plate
（7）, top layer pressing plate（7）Upper surface be fixedly installed bolt fixed seat（8）.
A kind of 2. pin-connected panel tower crane base that can be reused according to claim 1, it is characterised in that：The bottom mixes
Solidifying soil pressure plate（1）, intermediate press plate（4）With top layer pressing plate（7）For rectangular slab, circular slab or cross plate, bottom concrete pressing plate
（1）Area be greater than or equal to intermediate press plate（4）With top layer pressing plate（7）Area.
A kind of 3. pin-connected panel tower crane base that can be reused according to claim 1, it is characterised in that：The bottom stake is worn
Enter hole（3）For through hole or blind hole, the aperture of blind hole is located at the lower surface of bottom concrete pressing plate, and the depth of blind hole is bottom coagulation
Soil pressure plate（1）The 1/2-3/4 of depth.
A kind of 4. pin-connected panel tower crane base that can be reused according to claim 1, it is characterised in that：The intermediate pressure
Plate（4）Bottom surface on be symmetrically arranged with multiple trapezoidal protrusions（9）, intermediate press plate（4）Upper surface on be symmetrically arranged with it is multiple with
Trapezoidal protrusion（9）Corresponding trapezoidal groove, is also symmetrically arranged with multiple trapezoidal protrusions on the bottom surface of top layer pressing plate（9）, bottom
Coagulation soil pressure plate（1）Upper surface on be also symmetrically arranged with multiple trapezoidal grooves.
A kind of 5. pin-connected panel tower crane base that can be reused according to claim 1, it is characterised in that：The spud pile
（6）It is made of steel construction, spud pile（6）Bottom for cone, spud pile（6）Top middle portion set fluted, groove
Inside it is provided with movable suspender member.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721137868.1U CN207361643U (en) | 2017-09-06 | 2017-09-06 | A kind of pin-connected panel tower crane base that can be reused |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721137868.1U CN207361643U (en) | 2017-09-06 | 2017-09-06 | A kind of pin-connected panel tower crane base that can be reused |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207361643U true CN207361643U (en) | 2018-05-15 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721137868.1U Active CN207361643U (en) | 2017-09-06 | 2017-09-06 | A kind of pin-connected panel tower crane base that can be reused |
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| CN (1) | CN207361643U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108516477A (en) * | 2018-06-15 | 2018-09-11 | 浙江鸿安建设有限公司 | A kind of skyscraper tower crane engine base being easily installed |
-
2017
- 2017-09-06 CN CN201721137868.1U patent/CN207361643U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108516477A (en) * | 2018-06-15 | 2018-09-11 | 浙江鸿安建设有限公司 | A kind of skyscraper tower crane engine base being easily installed |
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| PP01 | Preservation of patent right | ||
| PP01 | Preservation of patent right |
Effective date of registration: 20181120 Granted publication date: 20180515 |
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| PD01 | Discharge of preservation of patent | ||
| PD01 | Discharge of preservation of patent |
Date of cancellation: 20211120 Granted publication date: 20180515 |