CN209636845U - Ultra-high pressure iron tower basis - Google Patents
Ultra-high pressure iron tower basis Download PDFInfo
- Publication number
- CN209636845U CN209636845U CN201920106482.7U CN201920106482U CN209636845U CN 209636845 U CN209636845 U CN 209636845U CN 201920106482 U CN201920106482 U CN 201920106482U CN 209636845 U CN209636845 U CN 209636845U
- Authority
- CN
- China
- Prior art keywords
- base
- pedestal
- fixed
- ultra
- high pressure
- 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.)
- Expired - Fee Related
Links
Landscapes
- Foundations (AREA)
Abstract
The utility model discloses a kind of ultra-high pressure iron tower bases, it is related to steel tower technical field, it includes the pedestal fixed on the ground and the support base for being fixed on Chuck top, the pedestal is ladder-like, the pedestal is spliced by the base that multiple areas are sequentially reduced, and bigger closer to the area of ground layer；The base is pre- supporting plate；It is offered on the pedestal and pours mouth, the support base is cast in the top for pouring mouth.The utility model has the speed of application for accelerating iron tower foundation, shortens the effect of construction period.
Description
Technical field
The utility model relates to steel tower technical fields, more particularly, to a kind of ultra-high pressure iron tower basis.
Background technique
In steel tower construction both domestic and external at present, common ultra-high pressure iron tower is reinforced concrete foundation.Referring to Fig. 1, packet
It includes the pedestal 2 being fixed on ground 1 and is fixed on the support base 3 that 2 top of pedestal is supported steel tower.Pedestal 2 is ladder
The area of type bottom end is larger, can increase the contact area of pedestal 2 bottom end and ground 1 in this way, increases the stability of pedestal 2；Base
The area on 2 tops of seat is smaller, can reduce the use of concrete material.Although although such ultra-high pressure iron tower basis safety jail
Gu but the shortcomings that pedestal 2 needs to pour in layer, and there are long construction periods.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of ultra-high pressure iron tower basis, energy
The speed of application for enough accelerating iron tower foundation, shortens construction period.
To achieve the above object, the utility model provides following technical solution: a kind of ultra-high pressure iron tower basis, including solid
Fixed pedestal on the ground and the support base for being fixed on Chuck top, the pedestal be it is ladder-like, the pedestal is by multiple faces
The base that product is sequentially reduced is spliced, and bigger closer to the area of ground layer；The base is pre- supporting plate；The pedestal
On offer and pour mouth, the support base is cast in the top for pouring mouth.
By using above-mentioned technical proposal, base is directly placed on ground as pre- supporting plate, and support base is by pouring
Casting concrete pours on mouth, and multiple bases are attached by support base during pouring, and is reduced by prefabricated base
Entire pedestal pours the time, reduces construction period.
The utility model is further arranged to: the bottom end of the pedestal is fixed with fixed column.
By using above-mentioned technical proposal, before pedestal placement, the groove for fixed column insertion is offered on ground, it is fixed
After column is inserted into groove, the stability of pedestal placement can be increased.
The utility model is further arranged to: the top of the pedestal offers preformed groove, and preformed groove is provided with and pours
The outside of mouth.
By using above-mentioned technical proposal, preformed groove is placed for support base formwork for placing, facilitates pouring for support base.
The utility model is further arranged to: the side wall for pouring mouth is fixed with convex block.
By using above-mentioned technical proposal, convex block can be fixed after pouring with concrete, and increase pours rear base
Between the stability that connects.
The utility model is further arranged to: offering through-hole on the convex block.
By using above-mentioned technical proposal, through-hole is inserted into for anchor pole, further increase pour connected between rear base it is steady
It is qualitative.
The utility model is further arranged to: the quantity of the convex block is four and is separately fixed at the midpoint for pouring mouthful side wall
On.
By using above-mentioned technical proposal, after multiple convex block increases pour and concrete surface is long-pending, further increases and pours
The stability connected between Zhu Hou base.
The utility model is further arranged to: the bottom end of the upper layer base is fixed with positioning column, the top of base, lower layer
Offer the location hole for positioning column insertion.
By using above-mentioned technical proposal, the positioning column of upper layer base is inserted into base, lower layer positioning hole, can increase
On go to a grassroots level between the stability that connects.
The utility model is further arranged to: the top of the support base is fixed with built-in connection.
By using above-mentioned technical proposal, built-in connection facilitates the construction of subsequent steel tower to install.
In conclusion advantageous effects of the invention are as follows:
1. base is directly placed on ground as pre- supporting plate, support base by pouring mouth casting concrete pour
It forming, multiple bases are attached by support base during pouring, the time is poured by what prefabricated base reduced entire pedestal,
Reduce construction period；
2. preformed groove is placed for support base formwork for placing, facilitate pouring for support base；
3. a convex block increase more than is accumulated after pouring with concrete surface, is further increased to pour and is connected between rear base
Stability.
Detailed description of the invention
Fig. 1 is the overall structure diagram of background technique；
Fig. 2 is the overall structure diagram of embodiment one；
Fig. 3 is the schematic diagram for embodying base construction；
Fig. 4 is the portion the A enlarged drawing of Fig. 3.
In figure: 1, ground；2, pedestal；21, the first base；211, fixed column；212, location hole；22, the second base；221,
Positioning column；23, third base；231, preformed groove；24, mouth is poured；241, convex block；242, through-hole；3, support base；31, connector.
Specific embodiment
The utility model is described in further detail with reference to the accompanying drawing.
Embodiment one: a kind of ultra-high pressure iron tower basis including the pedestal 2 being fixed on ground 1 and is fixed referring to fig. 2
In the support base 3 that 2 top of pedestal is supported steel tower.The top of support base 3 is fixed with built-in connection 31.
Referring to Fig. 3, pedestal 2 is spliced by the first base 21, the second base 22 and third base 23, and (the present embodiment is with three
For a base, it is not limited to three layers), wherein the first base 21, the second base 22 and third base 23 are rectangle and area
It is sequentially reduced.First base 21, the second base 22 and third base 23 be prefabricated board, support base 3 directly pour on the base 2 with
Pedestal 2 is fixed.
The bottom end of first base 21 is fixed with the fixed column 211 in insertion ground 1, and fixed column 211 can increase by the first base
The stability that layer 21 is connect with ground 1.The bottom end of second base 22 and third base 23 offers positioning column 221, the first base
21 and second base 22 top offer for positioning column 221 be inserted into location hole 212；Positioning column 221 is inserted into location hole 212
It is interior, increase the stability spliced between base.The top of third base 23 offers preformed groove 231, preformed groove 231 be it is rectangular,
For the formwork for placing insertion of support base 3.
Referring to Fig. 3 and Fig. 4, the center of the first base 21, the second base 22 and third base 23 offers rectangular pour
Mouth 24 is built, the side wall for pouring mouth 24 is respectively and fixedly provided with convex block 241, and through-hole 242 is offered on convex block 241.The quantity of convex block 241 is
Four, it is separately fixed at the midpoint of rectangular four side walls for pouring mouth 24.First base 21, the second base 22 and third base 23
On the size for pouring mouth that opens up it is identical, the convex block 241 in different bases is located on same vertical plane, and through-hole
It is connected on 242 vertical directions.Anchor pole is inserted into through-hole 242, to increase the fixed stability of pedestal 2.
The implementation principle of the present embodiment are as follows: ground 1 first opens up before placing the first base 21 for the insertion of fixed column 211
Groove and slot is poured with pouring mouth 24 and being located on same vertical line, the depth for pouring slot is greater than the length of anchor pole.By the first base
Layer 21 is placed on ground 1, and by fixed column 211 and is poured mouth 24 and groove and poured slot and work good, later successively by second
Base 22 and third base 23 are placed.After the completion of pedestal 2 is placed, anchor pole is inserted into through-hole 242, support base 3 pours
Building mould is inserted into preformed groove 231, is poured to support base 3 and is embedded to built-in connection 31 on the top of support base 3.Branch
After the completion of support seat 3 pours, the installation of iron tower foundation is completed.Because pedestal 2 is pre- supporting plate, save the time that pours of pedestal 2, has contracted
Short construction period.
The embodiment of present embodiment is presently preferred embodiments of the present invention, not limits protection of the invention according to this
Range, therefore: the equivalence changes that all structures under this invention, shape, principle are done, should all be covered by protection scope of the present invention it
It is interior.
Claims (8)
1. a kind of ultra-high pressure iron tower basis, including the pedestal (2) being fixed on ground (1) and is fixed on pedestal (2) top
Support base (3), the pedestal (2) are ladder-like, it is characterised in that: the base that the pedestal (2) is sequentially reduced by multiple areas
It is spliced, and bigger closer to the area of ground (1) base；The base is pre- supporting plate；It offers and pours on the pedestal (2)
It builds mouth (24), the support base (3) is cast in the top for pouring mouth (24).
2. ultra-high pressure iron tower basis according to claim 1, it is characterised in that: the bottom end of the pedestal (2) is fixed with
Fixed column (211).
3. ultra-high pressure iron tower basis according to claim 1, it is characterised in that: the top of the pedestal (2) offers pre-
It stays slot (231), and preformed groove (231) is provided with the outside for pouring mouth (24).
4. ultra-high pressure iron tower basis according to claim 1, it is characterised in that: the side wall for pouring mouth (24) is fixed with
Convex block (241).
5. ultra-high pressure iron tower basis according to claim 4, it is characterised in that: offer through-hole on the convex block (241)
(242).
6. ultra-high pressure iron tower basis according to claim 4, it is characterised in that: the quantity of the convex block (241) is four
It is separately fixed on the midpoint for pouring mouth (24) side wall.
7. ultra-high pressure iron tower basis according to claim 1, it is characterised in that: the bottom end of upper layer base is fixed with positioning column
(221), the top of base, lower layer offers the location hole (212) for positioning column (221) insertion.
8. ultra-high pressure iron tower basis according to claim 1, it is characterised in that: the top of the support base (3) is fixed with
Built-in connection (31).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920106482.7U CN209636845U (en) | 2019-01-23 | 2019-01-23 | Ultra-high pressure iron tower basis |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920106482.7U CN209636845U (en) | 2019-01-23 | 2019-01-23 | Ultra-high pressure iron tower basis |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209636845U true CN209636845U (en) | 2019-11-15 |
Family
ID=68478834
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920106482.7U Expired - Fee Related CN209636845U (en) | 2019-01-23 | 2019-01-23 | Ultra-high pressure iron tower basis |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209636845U (en) |
-
2019
- 2019-01-23 CN CN201920106482.7U patent/CN209636845U/en not_active Expired - Fee Related
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107100290A (en) | A kind of prefabricated shear wall and overlapping plate node | |
| CN106968381A (en) | With the prefabricated shear wall and overlapping plate node of Combined grouting sleeve connection | |
| CN207829012U (en) | A kind of foundation pit support post is constructed with basement bottom board connecting node | |
| CN215106098U (en) | Prefabricated post connection structure | |
| CN209636845U (en) | Ultra-high pressure iron tower basis | |
| CN210238761U (en) | Prefabricated balcony slab of assembled with stable connection structure | |
| CN113027021A (en) | Support-free prefabricated floor slab with bracket | |
| CN210658706U (en) | Concrete full-assembly dry-type structure connecting system | |
| CN210657852U (en) | Prefabricated road deck and temporary road structure | |
| CN108756034B (en) | Overhead structure terrace and construction method thereof | |
| CN110735485A (en) | Construction method of precast concrete guide walls | |
| CN110499752A (en) | Assembled underground continuous wall | |
| CN205558475U (en) | Light -duty assembled enclosure in villages and small towns | |
| CN2895580Y (en) | Steel-reinforced-concrete spliced floorslab | |
| CN209412687U (en) | A kind of concrete cast template system for large-scale aqueduct | |
| CN205206115U (en) | Anti superficial indisputable web -roll core mould | |
| CN105421635A (en) | Anti-floating iron net core mold | |
| CN111519654A (en) | Greening assembled retaining wall | |
| CN216968144U (en) | Prefabricated apron template with embedded rings | |
| CN211850843U (en) | Integrally-formed stair mounting beam template | |
| CN220927518U (en) | Bearing platform pier body integral type pouring die for bridge construction | |
| CN219604663U (en) | Prefabricated wall with combined metal templates arranged in prefabricated section of wallboard | |
| CN216615969U (en) | Basement brick moulding bed assembling structure | |
| CN212642077U (en) | Construction structure for preventing frame column foundation position change | |
| CN221032666U (en) | Pre-buried type descending plate arc chamfering component |
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: 20191115 Termination date: 20220123 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |