CN112343074A - Spliced prefabricated root key type digging foundation - Google Patents
Spliced prefabricated root key type digging foundation Download PDFInfo
- Publication number
- CN112343074A CN112343074A CN202011219765.6A CN202011219765A CN112343074A CN 112343074 A CN112343074 A CN 112343074A CN 202011219765 A CN202011219765 A CN 202011219765A CN 112343074 A CN112343074 A CN 112343074A
- Authority
- CN
- China
- Prior art keywords
- concrete
- prefabricated
- root key
- foundation
- key
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
Abstract
The invention discloses a spliced prefabricated root key type digging foundation which comprises a concrete assembly, prestressed reinforcements and prefabricated root keys, wherein the concrete assembly is arranged on the concrete assembly; the concrete assembly is of a disc structure, and the middle part of the concrete assembly is of a hollow structure; the concrete assembly is provided with a plurality of penetrating reserved prestressed holes along the height direction, and a plurality of root key reserved holes along the radial direction; the plurality of concrete assemblies are sequentially stacked in the foundation pit, and the prestressed reinforcement penetrates through corresponding reserved prestressed holes in the plurality of concrete assemblies to assemble the concrete assemblies to form a foundation main body; and the prefabricated root key penetrates through the root key preformed hole and is inserted into the side wall of the foundation pit. The invention can obviously save the construction period, fully play the synergistic action of the foundation and the soil body, improve the horizontal load resistance and the overturn resistance of the foundation, reduce the construction safety risk and the construction cost, reduce the construction waste soil and the environmental damage, improve the concrete quality and the foundation durability, and is beneficial to environmental protection.
Description
Technical Field
The invention relates to the technical field of power transmission line iron tower foundations, in particular to a spliced prefabricated root key type digging foundation.
Background
Along with more and more power transmission lines passing through mountain areas such as high mountains and high mountains, the power transmission lines face the difficulties of complex service environments such as saline soil and frozen soil and lack of building materials. The prefabricated assembly type foundation is applied to engineering practice gradually in the advantages of rapid construction, easy quality control, good durability and concentrated transportation of building materials, and the excavated foundation is high in bearing capacity and less in earthwork operation due to the characteristic of original soil, so that large-area damage to terrain and environment caused by excavation of foundation types such as plate type foundations and pile group foundations is avoided, and the prefabricated assembly type foundation is widely applied to power transmission lines in mountainous areas and tower positions with high requirements on environmental protection. The assembled foundation and the digging type foundation are combined together to form the assembled digging type foundation which has the advantages of wide application range, short construction period, good durability, high bearing capacity, easy quality control, less terrain damage and environmental protection.
On the other hand, with the enlargement of the scale of the power grid, the safe operation of the power grid is increasingly threatened by extreme severe weather and sudden disasters, which easily causes the damage of the power grid. In the process of first-aid repair of the foundation, the assembled excavation type foundation is adopted, so that the concrete pouring and maintaining time with larger volume can be saved, the first-aid repair speed of the power transmission line tower foundation is accelerated, and particularly the first-aid repair speed under the complex mountain terrain is accelerated.
However, at present, the research and application of the assembly type digging type foundation are less, the assembly type foundation is mainly a plate column type foundation or a step type foundation, the existing undisturbed soil assembly foundation type is mainly a steel pipe pile or a concrete pipe pile, but due to the limitation of field conditions, the anchoring force between the pipe pile and the foundation soil is difficult to control due to the pipe sinking process adopted in the power transmission line, the reliability of the uplift bearing capacity is poor, and the practical application is less. The main type of the emergency repair foundation is a steel reinforced concrete excavation type foundation, besides a steel bar truss is used for replacing steel bars, a large amount of concrete still needs to be poured on site, the limitation of the concrete curing age on the emergency repair construction period is not obviously changed, and the following problems exist in the application: 1) the large-volume concrete pouring and maintenance can restrict the rush repair or construction period. 2) In areas where building materials are scarce, cement, gravel and water transportation are problematic. 3) In, the tower position of strong corruption need adopt and carry out anticorrosive design, and the concrete that adopts high grade number must use the compulsory mixer to mix, adopts outer protection such as anticorrosive coating to need multichannel process operation, can make the difficult degree of salvage construction and construction cycle greatly increased. 4) When rush-repair is carried out in winter, the concrete needs to adopt winter construction measures, and if the concrete meets rain and snow weather, the operation difficulty and the workload can be greatly improved.
For solving the above-mentioned problem, improve the bearing performance that the assembled was drawn and is dug type basis and salvage and draw and dig type basis, the construction is convenient fast and the suitability under the multiclass environment, needs a concatenation prefabricated root key formula to draw and dig type basis.
Disclosure of Invention
Aiming at the defects of the prior art, the invention aims to provide a spliced prefabricated root key type digging foundation which has the advantages of being fast in construction, high in foundation reliability, strong in applicability, environment-friendly and the like.
In order to achieve the purpose, the invention adopts the following technical scheme:
a spliced prefabricated root key type digging foundation comprises a concrete assembly, prestressed reinforcements and prefabricated root keys; the concrete assembly is of a disc structure, and the middle part of the concrete assembly is of a hollow structure; the concrete assembly is provided with a plurality of penetrating reserved prestressed holes along the height direction, and a plurality of root key reserved holes along the radial direction;
the plurality of concrete assemblies are sequentially stacked in the foundation pit, and the prestressed reinforcement penetrates through corresponding reserved prestressed holes in the plurality of concrete assemblies to assemble the concrete assemblies to form a foundation main body;
and the prefabricated root key penetrates through the root key preformed hole and is inserted into the side wall of the foundation pit.
As a further improvement of the invention, the concrete assembly at the top is embedded with anchor bolts.
As a further improvement of the invention, the concrete assembly is prefabricated and molded by adopting lightweight aggregate concrete, fiber concrete or self-compacting concrete, and the surface of the concrete assembly is coated with anticorrosive paint.
As a further improvement of the invention, the concrete assembly height should not be less than its average diameter; the strength of the concrete assembly is not lower than C30.
As a further improvement of the invention, the prefabricated root key adopts a prefabricated concrete root key, a prefabricated steel concrete root key or a metal root key; prefabricated root key one end is sharp portion, and the other end is provided with pre-buried steel sheet, and hole for connection is left at pre-buried steel sheet center.
As a further improvement of the invention, the precast concrete root key meets the requirements that the main reinforcement strength is not lower than HRB400, and the concrete strength grade is not lower than C30.
As a further improvement of the invention, the prefabricated root keys are circularly and symmetrically distributed vertically or are arranged on the concrete assembly in a staggered way by adopting an upper layer and a lower layer; the inner side of the concrete assembly is provided with a root key jacking equipment slideway.
As a further improvement of the invention, the prefabricated root keys are uniformly distributed in the inner ring direction of the concrete assembly, and the number of the prefabricated root keys in each concrete assembly is not less than four.
As a further improvement of the invention, a gap between the concrete assembly and the foundation pit is filled with cement mortar or fine aggregate concrete.
As a further improvement of the invention, the hollow structure is filled with residual soil for excavation of the foundation pit.
The invention has the following beneficial effects:
the spliced prefabricated root key type digging foundation comprises a concrete assembly, prefabricated root keys and prestressed reinforcing steel bars; the load is borne mainly by the synergistic effect of the prefabricated root key and the soil body, the soil body action range of the traditional excavation type foundation is enlarged, the construction period is shortened, and the vertical bearing capacity and the stability are improved; the residual soil for construction can be filled into the hollow part of the foundation, so that the construction waste soil and the damage to ecology are reduced. The spliced prefabricated root key type digging foundation provided by the invention can obviously save the construction period, fully play the synergistic effect of the foundation and the soil body, improve the horizontal load resistance and the overturning resistance of the foundation, reduce the construction safety risk and the engineering cost, reduce the construction waste and the environmental damage, improve the concrete quality and the foundation durability, and is beneficial to environmental protection. The procedures of binding and placing a reinforcement cage on site and pouring and maintaining the foundation concrete are eliminated, so that the construction period is shortened. The spliced prefabricated root key type excavation foundation mainly bears the load by the prefabricated root key and foundation soil, under the condition of short rush-repair or construction period, mortar and fine aggregate concrete can not be filled in the design process through checking calculation, and the foundation can be immediately born after foundation pit excavation, foundation placement and foundation pit backfilling are finished due to the absence of the working procedure of mortar and concrete cast-in-place. When the construction period is not short, the side friction resistance of the foundation and the foundation can be exerted after the strength of mortar or fine stone concrete is formed, and the side friction resistance and the prefabricated root key act together to further enhance the reliability.
Further, the prefabricated root key of multilayer arranges from last to arranging the prefabricated root key of multilayer in a flexible way down, and it only sets up the enlarged footing bottom foundation to draw the type of digging foundation than traditional underream, can mobilize the foundation soil and bear in wider range, therefore the bearing capacity is higher, can reduce basic size and buried depth, saves the cost.
Furthermore, the multi-section sectional type assembled component has smaller volume and weight of a single component, and can avoid the adoption of large-scale transport vehicles and construction machines in the areas with poor traffic and site conditions, thereby reducing the construction difficulty and the construction cost.
Furthermore, the traditional excavation type foundation is large in bottom expanding construction difficulty and high in construction cost, and is a main source for construction safety risk and construction cost increase, the concrete pouring quality of the bottom expanding section is difficult to control, the prefabricated hollow excavation foundation adopts a constant-diameter foundation pit, the bottom expanding of a foundation column section is cancelled, and the construction difficulty, the safety risk and the construction cost are reduced.
Furthermore, the residual soil for construction of the excavated foundation can be arranged in the hollow part of the foundation, so that the treatment capacity of the residual soil on site is reduced, the environment is protected, and the external transportation and treatment cost of earthwork is saved.
Furthermore, the concrete assembly is prefabricated by a factory, new materials and new technologies such as light aggregate concrete, fiber concrete, self-compacting concrete and the like can be adopted, the problem of concrete quality caused by severe field construction conditions is avoided, and concrete with high durability can be adopted for manufacturing or coating anticorrosive paint on the surface of a concrete product in geological applications such as saline soil, frozen soil and the like, so that the concrete assembly is beneficial to meeting the durability requirement and facilitating the popularization of new materials and new technologies.
Drawings
FIG. 1 is a schematic view of a prefabricated hollow excavation foundation structure provided by the present invention;
FIG. 2 is a schematic view of a prefabricated hollow excavation foundation structure;
FIG. 3 is a schematic view of a prefabricated root key provided by the present invention;
figure 4 is a side view of a precast concrete root key,
wherein: 1-concrete composite member, 2-prefabricated root key, 3-prestressed reinforcement, 4-embedded foundation bolt, 5-embedded steel plate and 6-reserved prestressed hole.
Detailed Description
In order to make those skilled in the art better understand the technical solution of the present invention, the technical solution in the embodiment of the present invention will be clearly and completely described below with reference to the drawings in the embodiment of the present invention, and it is obvious that the described embodiment is only a part of the embodiment of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
It will be understood that when an element is referred to as being "disposed on" another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may be present. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only and do not represent the only embodiments.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used in the description of the invention herein is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
As shown in figure 1, the prefabricated hollow excavation foundation for the power transmission line comprises a concrete combination piece 1, a prefabricated root key 2 and prestressed reinforcements 3. The concrete composite member 1 is connected in a combined mode through the prestressed reinforcement 3, and the prefabricated root key 2 extends outwards for a certain length from the interior of the concrete composite member 1.
The top assembly part needs to embed the foundation bolt 4 in advance; the outer side of the foundation is vertically connected with a plurality of prefabricated root keys, and the prefabricated root keys extend out of each assembly for a certain length; the gravity centers of all the assemblies are on the same plumb line, and the reserved holes are communicated up and down.
A prefabricated root key pushing hole is reserved in the concrete assembly 1, the reserved holes are uniformly distributed along the circumferential direction, and the size of each reserved hole is slightly larger than that of the prefabricated root key; and holes for bolt connection are reserved on two sides of the preformed root key hole.
As shown in fig. 2, the concrete composite member 1 is of a hollow type, and the middle hollow part is of a cylindrical type; the lower side of the concrete composite member 1 is provided with a prefabricated root key 2, and a prefabricated root key pushing hole is required to be reserved in advance; bolt connecting holes need to be reserved on two sides of the prefabricated root key reserved hole;
prefabricated root key top push holes are reserved in the concrete composite members 1, and the size of each prefabricated root key top push hole is slightly larger than that of the corresponding prefabricated root key. The composite concrete can be made of light aggregate concrete, fiber concrete, self-compacting concrete and other new materials.
As shown in fig. 3 and 4, the precast root key 2 may be a precast concrete precast root key, a precast type steel concrete precast root key, or a metal precast root key, and only the precast concrete root key will be described here. The precast concrete root key is manufactured according to the given size, reinforcing steel bars are arranged after the template is supported, concrete is poured, and the precast concrete root key is maintained to the strength required by the design; the main reinforcement strength is not lower than HRB400, and the concrete strength grade is not lower than C30. The two sides of the bottom of the prefabricated root key 2 extend out of a part and are pre-embedded steel plates 5, and connecting holes are reserved in the centers of the pre-embedded steel plates 5.
The prefabricated root key 2 can adopt a prefabricated concrete prefabricated root key, a prefabricated section steel concrete prefabricated root key or a metal prefabricated root key. The prefabricated root keys 2 are circularly and symmetrically distributed vertically or are arranged on the outer side of the combined foundation in a staggered mode in an upper layer and a lower layer.
After the foundation is assembled, filling the gaps between the foundation and the soil on the periphery by adopting early-strength quick-setting mortar or fine stone concrete; if the field condition or the construction period is limited, the resistance of the prefabricated root key meets the requirement of the basic bearing capacity through calculation, and mortar or fine aggregate concrete can not be filled.
Holes for bolt connection are reserved on two sides of the preformed root key preformed hole of the concrete assembly 1. The concrete assembly 1 needs to be provided with longitudinal stress bars, circumferential stress bars and horizontal stress bars. The diameter in the concrete composite member 1 should not be less than 0.8 m; the height should not be less than its average diameter.
Prefabricated root key top pushing holes are reserved in the concrete assembly 1, and the reserved holes are evenly distributed along the annular direction. The concrete of the combined part can adopt new materials such as light aggregate concrete, fiber concrete, self-compacting concrete and the like or paint anticorrosive paint on the surface of a concrete product.
The prefabricated root key 2 is a prefabricated reinforced concrete member, a steel reinforced concrete member or a metal member with a tip. The bottom surfaces of the prefabricated root keys are required to be pre-embedded with steel plates 5, and the steel plates are symmetrically arranged on two sides of the prefabricated root keys; the center of the steel plate is provided with a connecting hole.
Optionally, the prefabricated root key 2 is a prefabricated reinforced concrete member formed by pouring concrete into a steel reinforcement framework, and the steel reinforcement framework is a steel mesh structure formed by longitudinal main reinforcements and stirrups; the strength grade of concrete used for prefabricating the root key 2 is not lower than C30, and the strength of the steel bar framework is not lower than HRB 400.
Optionally, the prefabricated root key 2 is a section steel concrete member formed by welding section steel and reinforcing steel bars and pouring concrete, and the strength grade of the concrete is not lower than C30.
Optionally, the prefabricated root key 2 is a cross-shaped metal member formed by welding strip-shaped steel or a hollow round member made of steel plates.
Furthermore, prefabricated root key ring direction evenly distributed in the sub-assembly, and prefabricated root key quantity is no less than four in every sub-assembly.
Alternatively, the mortar can adopt early-strength quick-setting mortar, and the strength of the mortar is not lower than M10; or early-strength quick-setting fine aggregate concrete with the strength not lower than C30 is adopted.
The construction process of the prefabricated hollow digging foundation is as follows:
1. the first scheme is as follows: mortar and fine aggregate concrete were not applied between the outer side of the foundation and the foundation:
as shown in fig. 1, a precast concrete composite member 1 and a precast root key; measuring and positioning according to a construction drawing, and excavating a foundation pit to a preset depth in undisturbed soil manually or mechanically; carrying out final hole inspection and cleaning holes; positioning and arranging the bottom assembly; the hole punching of the prestressed reinforcement is carried out, so that the other end is ensured to be reliably installed; assembling the assembly parts in sections according to requirements, and sequentially penetrating through the prestressed reinforcement until the assembly parts at the top ends are installed; applying a prestress; prefabrication of the prefabricated root key is completed in advance, and jacking work of the prefabricated root key 2 is performed in a layered mode; connecting the prefabricated root key and the circular truncated cone assembly; the residual construction soil is buried in the hollow part of the foundation.
2. Scheme II: carrying out mortar and fine aggregate concrete between the outer side surface of the foundation and the foundation:
as shown in fig. 1, a precast concrete composite member 1 and a precast root key; measuring and positioning according to a construction drawing, and excavating a foundation pit to a preset depth in undisturbed soil manually or mechanically; carrying out final hole inspection and cleaning holes; positioning and arranging the bottom assembly; the hole punching of the prestressed reinforcement is carried out, so that the other end is ensured to be reliably installed; assembling the assembly parts in sections according to requirements, and sequentially penetrating through the prestressed reinforcement until the assembly parts at the top ends are installed; applying a prestress; prefabrication of the prefabricated root key is completed in advance, and jacking work of the prefabricated root key 2 is performed in a layered mode; connecting the prefabricated root key and the circular truncated cone assembly; pouring mortar or fine stone concrete into the periphery of the foundation and the prestressed reinforcement gaps to enable the mortar and the fine stone concrete to be tightly combined; burying the residual construction soil into the hollow part of the foundation; and maintaining the mortar or the fine aggregate concrete to the designed strength.
The pushing method of the prefabricated root key 2 comprises the following steps:
the inner side of the combined foundation is provided with a prefabricated root key jacking equipment slideway; the prefabricated root key is prefabricated on site or indoors, so that the use during construction is ensured;
the common prefabricated root key 2 jacking equipment comprises: the jack is suitable for jacking the prefabricated root keys 2 on a foundation with the pile diameter larger than 0.8m and not larger than 2.0m, and the jacking process adopts the prefabricated root keys 2 which are symmetrically arranged in an even number and simultaneously jacks forwards and backwards, so that the construction time is saved; the prefabricated root key pushing equipment with the positioning support consists of three parts, namely a reaction frame, a jack and a conical pressing piece, and is suitable for pushing a prefabricated root key 2 of a foundation with the diameter ranging from 2.0m to 3.0 m.
The prefabricated root key 2 positioning and pushing method comprises the following steps:
(1) preparing various preparation works before jacking the prefabricated root key 2, if the lengths of the two opposite prefabricated root keys 2 plus the length of a jack are greater than the pile diameter, opening a hole outwards at the position of the prefabricated root key 2, reserving a length space or jacking a single prefabricated root key by using the inner wall of the prefabricated concrete assembly 1 as a counter-force support;
(2) hoisting the prefabricated root key 2 into the pile hole by using a crane or manpower, and adjusting the line shapes among the jack, the prefabricated root key 2 and the preformed hole of the prefabricated root key 2 to enable the prefabricated root key 2, the prefabricated root key and the preformed hole to be positioned on the same axis;
(3) and (5) starting the jack to jack the prefabricated root key 2. During the jacking construction process of the prefabricated root key 2, attention needs to be paid to the changes of the axes of the jack, the prefabricated root key 2 and the preformed hole, the jacking is stopped immediately after the axis deviation of the three exceeds a certain degree, and the alignment is adjusted to continue the construction.
2, prefabricated root key pushing guarantee measures:
(1) the pushing device adopts a fixed support to position, so that the prefabricated root key 2 is accurately positioned;
(2) when the prefabricated root key 2 is pushed, monitoring oil pressure data is noticed, and when the oil pressure is abnormal, the pushing construction is stopped immediately;
(3) when the pressure reading of the oil meter is stable and the oil quantity is not reduced any more, the prefabricated root key 2 is pushed into position.
After the foundation is combined, a scheme of carrying out mortar and fine aggregate concrete between the outer side surface of the foundation and the foundation is selected, cement paste is preferably injected from the bottom through a grouting guide pipe to fill gaps on the periphery of the foundation, and the side wall of the main structure of the foundation and the foundation soil body are reinforced.
The spliced prefabricated root key type digging type foundation can obviously save the construction period, fully play the synergistic effect of the foundation and the soil body, improve the horizontal load resistance and the overturning resistance of the foundation, reduce the construction safety risk and the engineering cost, reduce the construction waste soil and the environmental damage, improve the concrete quality and the foundation durability, and is beneficial to environmental protection.
Although the present invention has been described in detail with reference to the above embodiments, those skilled in the art can make modifications and equivalents to the specific embodiments of the present invention without departing from the spirit and scope of the present invention, which is set forth in the following claims.
Claims (10)
1. The utility model provides a kind of basis is dug to prefabricated root key formula of concatenation which characterized in that: the prefabricated concrete root key comprises a concrete composite member (1), prestressed reinforcements (3) and prefabricated root keys (2); the concrete composite member (1) is of a disc structure, and the middle part of the concrete composite member is of a hollow structure; the concrete assembly (1) is provided with a plurality of penetrating reserved prestressed holes (6) along the height direction, and a plurality of root key reserved holes along the radial direction;
the concrete assemblies (1) are sequentially stacked in a foundation pit, and the prestressed reinforcement (3) penetrates through corresponding pre-stressed holes (6) in the concrete assemblies (1) to enable the concrete assemblies (1) to be assembled to form a foundation main body;
and the prefabricated root key (2) penetrates through the root key preformed hole and is inserted into the side wall of the foundation pit.
2. A spliced prefabricated root-key excavation type foundation according to claim 1, characterized in that: the foundation bolts (4) are embedded in the concrete assembly (1) at the top.
3. A spliced prefabricated root-key excavation type foundation according to claim 1, characterized in that: the concrete composite member (1) is prefabricated and formed by adopting light aggregate concrete, fiber concrete or self-compacting concrete, and the surface of the concrete composite member (1) is coated with anticorrosive paint.
4. A spliced prefabricated root-key excavation type foundation according to claim 1, characterized in that: the height of the concrete assembly (1) should not be less than its average diameter; the strength of the concrete assembly (1) is not lower than C30.
5. A spliced prefabricated root-key excavation type foundation according to any one of claims 1 to 4, wherein: the prefabricated root key (2) adopts a prefabricated concrete root key, a prefabricated steel reinforced concrete root key or a metal root key; prefabricated root key (2) one end is sharp portion, and the other end is provided with pre-buried steel sheet (5), and hole for connection is left at pre-buried steel sheet (5) center.
6. A spliced prefabricated root-key excavation type foundation according to claim 5, characterized in that: the precast concrete root key meets the requirements that the strength of a main reinforcement is not lower than HRB400, and the strength grade of concrete is not lower than C30.
7. A spliced prefabricated root-key excavation type foundation according to claim 5, characterized in that: the prefabricated root keys (2) are annularly, symmetrically and vertically distributed or are arranged on the concrete assembly (1) in a staggered manner from top to bottom; the inner side of the concrete assembly (1) is provided with a root key jacking equipment slideway.
8. A spliced prefabricated root-key excavation type foundation according to claim 5, characterized in that: prefabricated root key (2) are in one concrete unit (1) inner ring is to evenly distributed, and prefabricated root key quantity is no less than four in every concrete unit (1).
9. A spliced prefabricated root-key excavation type foundation according to any one of claims 1 to 4, wherein: and cement mortar or fine aggregate concrete is filled in a gap between the concrete composite member (1) and the foundation pit.
10. A spliced prefabricated root-key excavation type foundation according to any one of claims 1 to 4, wherein: and filling and digging residual soil for foundation pit construction by the hollow structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011219765.6A CN112343074A (en) | 2020-11-04 | 2020-11-04 | Spliced prefabricated root key type digging foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202011219765.6A CN112343074A (en) | 2020-11-04 | 2020-11-04 | Spliced prefabricated root key type digging foundation |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112343074A true CN112343074A (en) | 2021-02-09 |
Family
ID=74428611
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202011219765.6A Pending CN112343074A (en) | 2020-11-04 | 2020-11-04 | Spliced prefabricated root key type digging foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN112343074A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117449293A (en) * | 2023-10-30 | 2024-01-26 | 三峡大学 | Head-expanding hole-digging assembled foundation and processing method thereof |
-
2020
- 2020-11-04 CN CN202011219765.6A patent/CN112343074A/en active Pending
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117449293A (en) * | 2023-10-30 | 2024-01-26 | 三峡大学 | Head-expanding hole-digging assembled foundation and processing method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5826387A (en) | Pier foundation under high unit compression | |
| CN105735325B (en) | A kind of intensive permanent support assembled basement structure system and construction method | |
| CN204456167U (en) | Prestress anchoraging blower foundation | |
| CN110374111B (en) | Slope releasing and steel pipe pile anchor cooperative supporting system | |
| CN105863042A (en) | All-steel structure building and construction method thereof | |
| CN103015414A (en) | Precast concrete post grouting pile and grouting process | |
| CN113417300B (en) | Slope support system and construction method thereof | |
| CN116856932B (en) | Large-diameter prestress assembly vertical shaft structure containing glass fiber rib part and construction method | |
| CN213867907U (en) | Prefabricated expanded packing key type digging foundation for power transmission line | |
| CN112343074A (en) | Spliced prefabricated root key type digging foundation | |
| CN112376603A (en) | Assembly type fan foundation and assembly method thereof | |
| CN211689844U (en) | Corrugated steel reinforcing arch utilizing high-strength grouting material | |
| CN110952581B (en) | Prefabricated open caisson and construction method thereof | |
| CN201671104U (en) | Combined tower type crane base | |
| CN111305220A (en) | Concrete support and structural top plate combined building system based on permanent and temporary combination and construction method thereof | |
| CN213836719U (en) | Spliced prefabricated root key type digging foundation | |
| CN113152446A (en) | Multi-section type prestressed hollow pile and construction method thereof | |
| CN213867908U (en) | Multisection expands dish assembled hollow excavation class basis | |
| CN112252355A (en) | Prefabricated expanded packing key type digging foundation for power transmission line and construction method thereof | |
| CN210459263U (en) | Bearing platform type pile structure | |
| CN113818474A (en) | Assembly type bearing platform anchor cable foundation of power transmission tower and construction method | |
| CN112281902A (en) | Multisection expands dish assembled hollow excavation class basis | |
| CN208219667U (en) | Foundation pit supporting construction based on campshed and inner support | |
| JP2021188354A (en) | Precast prestressed concrete foundation structure and its construction method | |
| CN215482904U (en) | Multi-section type prestressed hollow pile |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |