CN208792354U - A kind of embedded load-bearing foundation structure of assembled - Google Patents
A kind of embedded load-bearing foundation structure of assembled Download PDFInfo
- Publication number
- CN208792354U CN208792354U CN201821337213.3U CN201821337213U CN208792354U CN 208792354 U CN208792354 U CN 208792354U CN 201821337213 U CN201821337213 U CN 201821337213U CN 208792354 U CN208792354 U CN 208792354U
- Authority
- CN
- China
- Prior art keywords
- concrete
- beams
- bearing block
- embedded
- bearing
- 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 embedded load-bearing foundation structures of assembled, including the first beams of concrete, the second beams of concrete, third beams of concrete, the 4th beams of concrete, the first bearing block, the second bearing block, third bearing block, the 4th bearing block, beams of concrete longitudinal reinforcement, beams of concrete transverse steel, bearing block longitudinal reinforcement, embedded groove and embedded bar, embedded groove is offered at the top of first bearing block, the embedded load-bearing foundation structure of the assembled, it is easy for construction, quick, securely and reliably, be conducive to improve the convenience when assembly of the basis;By pouring the connecting portion concrete between bearing block and precast concrete beam between hole and reinforcing bar, the globality of assembly is further improved;Different loading conditions and different ground situations are required to realize by adjusting the size of bearing block and the model of built-in embedded bar, and can be dismantled, realizes and reuses, meet environmentally protective building requirements.
Description
Technical field
The utility model relates to load-carrying members technical field, specially a kind of embedded load-bearing foundation structure of assembled.
Background technique
Currently, the load-bearing foundation structure in existing market, it is not convenient enough generally to construct, and security reliability is poor, and assembly is whole
Property poor and current load-bearing foundation structure cannot be for different loading conditions and different ground situations to the big of bearing block
Small and embedded bar model is adjusted, and can be generated inconvenience in actual use, therefore, be designed a kind of embedded load-bearing of assembled
Foundation structure is necessary.
Utility model content
The purpose of this utility model is to provide a kind of embedded load-bearing foundation structures of assembled, to solve above-mentioned background skill
The problem of being proposed in art.
In order to solve the above-mentioned technical problem, the utility model provides the following technical solutions: a kind of embedded load-bearing of assembled
Foundation structure, including the first beams of concrete, the second beams of concrete, third beams of concrete, the 4th beams of concrete, the first bearing block,
Second bearing block, third bearing block, the 4th bearing block, beams of concrete longitudinal reinforcement, beams of concrete transverse steel, bearing block are longitudinal
Reinforcing bar, embedded groove and embedded bar, the first bearing block top offer embedded groove, are provided with pre-buried steel in the embedded groove
Muscle, the second bearing block top offer embedded groove, embedded bar, third bearing block top are provided in the embedded groove
Portion offers embedded groove, and embedded bar is provided in the embedded groove, offers embedded groove at the top of the 4th bearing block, described
Embedded bar is provided in embedded groove, first beams of concrete two sides are provided with beams of concrete transverse steel, and described first is mixed
Solidifying soil back portion is provided with beams of concrete longitudinal reinforcement, and second beams of concrete two sides are provided with beams of concrete transverse steel,
It is provided with beams of concrete longitudinal reinforcement at the top of second beams of concrete, third beams of concrete two sides are provided with beams of concrete
Transverse steel, the third beams of concrete top are provided with beams of concrete longitudinal reinforcement, the 4th beams of concrete two sides setting
There is beams of concrete transverse steel, is provided with beams of concrete longitudinal reinforcement at the top of the 4th beams of concrete.
Further, first bearing block, the second bearing block, third bearing block and the 4th bearing block and described first
Being bolted between beams of concrete, the second beams of concrete, third beams of concrete, the 4th beams of concrete and ground.
Further, first bearing block, the second bearing block, third bearing block and the 4th bearing block and the first concrete
Beam, the second beams of concrete, third beams of concrete, the reinforcing bar needs between the 4th beams of concrete pass through welded connecting.
Further, first bearing block, the second bearing block, third bearing block and the 4th bearing block and the first concrete
Beam, the second beams of concrete, third beams of concrete, hole and reinforcing bar connecting portion must casting concretes between the 4th beams of concrete.
Further, it is provided at the top of first bearing block, the second bearing block, third bearing block and the 4th bearing block
Bearing block longitudinal reinforcement.
Compared with prior art, the utility model beneficial effect achieved is: the load-bearing foundation structure, in use, will
4th bearing block is placed in foundation trench, then the earthwork around back-filling in layers bearing block and compacting, after the completion of bearing block is fixed,
4th beams of concrete is placed in embedded groove, the embedded bar in the 4th bearing block is welded with beams of concrete transverse steel,
Beams of concrete transverse steel and bearing block longitudinal reinforcement are welded, later with the 4th beams of concrete of concreting and embedded groove it
Between gap and embedded bar, beams of concrete transverse steel and bearing block longitudinal reinforcement junction, thus reach it is easy for construction,
Fast, purpose securely and reliably, while the globality of assembly is further improved, and basis can dismantle, it realizes and repeats to make
With meeting environmentally protective building requirements.
Detailed description of the invention
Attached drawing is used to provide a further understanding of the present invention, and constitutes part of specification, practical with this
Novel embodiment is used to explain the utility model together, does not constitute limitations of the present invention.In the accompanying drawings:
Fig. 1 is the overall structure diagram of the first bearing block of the utility model;
Fig. 2 is the second bearing block overall structure diagram of the utility model;
Fig. 3 is the third bearing block overall structure diagram of the utility model;
Fig. 4 is the 4th bearing block overall structure diagram of the utility model;
Fig. 5 is the bearing block front view of the utility model;
Fig. 6 is the top view of the beams of concrete of the utility model;
Fig. 7 is the practical legend of the utility model;
Fig. 8 is the main view of the utility model;
Fig. 9 is the side view of the utility model;
In figure: 1, the first beams of concrete;2, the second beams of concrete;3, third beams of concrete;4, the 4th beams of concrete;5,
One bearing block;6, the second bearing block;7, third bearing block;8, the 4th bearing block;9, beams of concrete longitudinal reinforcement;10, concrete
Beam transverse steel;11, bearing block longitudinal reinforcement;12, embedded groove;13, embedded bar.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without making creative work
Every other embodiment obtained, fall within the protection scope of the utility model.
Fig. 1-9 is please referred to, the utility model provides a kind of technical solution: a kind of embedded load-bearing foundation structure of assembled,
Including the first beams of concrete 1, the second beams of concrete 2, third beams of concrete 3, the 4th beams of concrete 4, the first bearing block 5, second
Bearing block 6, third bearing block 7, the 4th bearing block 8, beams of concrete longitudinal reinforcement 9, beams of concrete transverse steel 10, bearing block are vertical
To reinforcing bar 11, embedded groove 12 and embedded bar 13, embedded groove 12 is offered at the top of the first bearing block 5, is provided in embedded groove 12
Embedded bar 13 offers embedded groove 12 at the top of second bearing block 6, embedded bar 13, third load-bearing is provided in embedded groove 12
Embedded groove 12 is offered at the top of block 7, and embedded bar 13 is provided in embedded groove 12, offers embedded groove at the top of the 4th bearing block 8
12, it is provided with embedded bar 13 in embedded groove 12,1 two sides of the first beams of concrete are provided with beams of concrete transverse steel 10, and first
Beams of concrete longitudinal reinforcement 9 is provided at the top of beams of concrete 1,2 two sides of the second beams of concrete are provided with beams of concrete transverse steel
10, beams of concrete longitudinal reinforcement 9 is provided at the top of the second beams of concrete 2,3 two sides of third beams of concrete are provided with beams of concrete cross
To reinforcing bar 10, beams of concrete longitudinal reinforcement 9 is provided at the top of third beams of concrete 3,4 two sides of the 4th beams of concrete are provided with coagulation
Native beam transverse steel 10 is provided with beams of concrete longitudinal reinforcement 9 at the top of the 4th beams of concrete 4;In use, on single-beam, by
Four bearing blocks 8 are placed in foundation trench, then the earthwork around back-filling in layers bearing block and compacting, after the completion of bearing block is fixed,
4th beams of concrete 4 is placed in embedded groove 12, by the embedded bar 13 and beams of concrete transverse steel in the 4th bearing block 8
10 welding, beams of concrete transverse steel 10 and bearing block longitudinal reinforcement 11 are welded, and use the 4th concrete of concreting later
Gap and embedded bar 13, beams of concrete transverse steel 10 and bearing block longitudinal reinforcement 11 between beam 4 and embedded groove 12 connect
Place is met, on right angle beam, third bearing block 7 is placed in foundation trench, then the earthwork around back-filling in layers bearing block and compacting,
After the completion of bearing block is fixed, third beams of concrete 3 is placed in embedded groove 12, by the embedded bar in third bearing block 7
13 weld with beams of concrete transverse steel 10, beams of concrete transverse steel 10 and bearing block longitudinal reinforcement 11 are welded, Zhi Houyong
Gap and embedded bar 13 between concreting third beams of concrete 3 and embedded groove 12, beams of concrete transverse steel 10
The first bearing block 5 is placed in foundation trench, then back-filling in layers load-bearing on T-type beam with 11 junction of bearing block longitudinal reinforcement
First beams of concrete 1 is placed in embedded groove 12, after the completion of bearing block is fixed by first by the earthwork and compacting around block
Embedded bar 13 and beams of concrete transverse steel 10 in bearing block 5 weld, and beams of concrete transverse steel 10 and bearing block are indulged
To reinforcing bar 11 weld, later between the first beams of concrete of concreting 1 and embedded groove 12 gap and embedded bar 13,
Second bearing block 6 is placed in base on cross beam by 11 junction of beams of concrete transverse steel 10 and bearing block longitudinal reinforcement
In slot, the then earthwork around back-filling in layers bearing block and compacting puts the second beams of concrete 2 after the completion of bearing block is fixed
It is placed in embedded groove 12, the embedded bar 13 in the second bearing block 6 is welded with beams of concrete transverse steel 10, by beams of concrete
Transverse steel 10 and bearing block longitudinal reinforcement 11 weld, later between the second beams of concrete of concreting 2 and embedded groove 12
11 junction of gap and embedded bar 13, beams of concrete transverse steel 10 and bearing block longitudinal reinforcement, in the first concrete
Beam 1, the second beams of concrete 2, third beams of concrete 3 and the beams of concrete longitudinal reinforcement 9 of the 4th beams of concrete 4 setting and extraneous phase
Even.
It should be noted that, in this document, relational terms such as first and second and the like are used merely to a reality
Body or operation are distinguished with another entity or operation, are deposited without necessarily requiring or implying between these entities or operation
In any actual relationship or order or sequence.Moreover, the terms "include", "comprise" or its any other variant are intended to
Non-exclusive inclusion, so that the process, method, article or equipment including a series of elements is not only wanted including those
Element, but also including other elements that are not explicitly listed, or further include for this process, method, article or equipment
Intrinsic element.
Finally, it should be noted that the above descriptions are merely preferred embodiments of the present invention, it is not limited to this
Utility model, although the utility model is described in detail with reference to the foregoing embodiments, for those skilled in the art
For, it is still possible to modify the technical solutions described in the foregoing embodiments, or to part of technical characteristic
It is equivalently replaced.Within the spirit and principle of the utility model, any modification, equivalent replacement, improvement and so on,
It should be included within the scope of protection of this utility model.
Claims (5)
1. a kind of embedded load-bearing foundation structure of assembled, including the first beams of concrete (1), the second beams of concrete (2), third are mixed
Solidifying Tu Liang (3), the 4th beams of concrete (4), the first bearing block (5), the second bearing block (6), third bearing block (7), the 4th load-bearing
Block (8), beams of concrete longitudinal reinforcement (9), beams of concrete transverse steel (10), bearing block longitudinal reinforcement (11), embedded groove (12)
With embedded bar (13), it is characterised in that: offer embedded groove (12), the embedded groove at the top of first bearing block (5)
(12) it is provided with embedded bar (13), is offered embedded groove (12) at the top of second bearing block (6), the embedded groove (12) in
It is inside provided with embedded bar (13), is offered embedded groove (12) at the top of the third bearing block (7), set in the embedded groove (12)
It is equipped with embedded bar (13), is offered embedded groove (12) at the top of the 4th bearing block (8), is provided in the embedded groove (12)
Embedded bar (13), the first beams of concrete (1) two sides are provided with beams of concrete transverse steel (10), first concrete
It is provided with beams of concrete longitudinal reinforcement (9) at the top of beam (1), the second beams of concrete (2) two sides are provided with beams of concrete transverse direction
Reinforcing bar (10), the second beams of concrete (2) top are provided with beams of concrete longitudinal reinforcement (9), the third beams of concrete (3)
Two sides are provided with beams of concrete transverse steel (10), are provided with beams of concrete longitudinal reinforcement at the top of the third beams of concrete (3)
(9), the 4th beams of concrete (4) two sides are provided with beams of concrete transverse steel (10), at the top of the 4th beams of concrete (4)
It is provided with beams of concrete longitudinal reinforcement (9).
2. the embedded load-bearing foundation structure of a kind of assembled according to claim 1, it is characterised in that: first load-bearing
Block (5), the second bearing block (6), third bearing block (7) and the 4th bearing block (8) and first beams of concrete (1), second
Being bolted between beams of concrete (2), third beams of concrete (3), the 4th beams of concrete (4) and ground.
3. the embedded load-bearing foundation structure of a kind of assembled according to claim 1, it is characterised in that: first load-bearing
Block (5), the second bearing block (6), third bearing block (7) and the 4th bearing block (8) and the first beams of concrete (1), the second concrete
Beam (2), third beams of concrete (3), the reinforcing bar needs between the 4th beams of concrete (4) pass through welded connecting.
4. the embedded load-bearing foundation structure of a kind of assembled according to claim 1, it is characterised in that: first load-bearing
Block (5), the second bearing block (6), third bearing block (7) and the 4th bearing block (8) and the first beams of concrete (1), the second concrete
Beam (2), third beams of concrete (3), hole and reinforcing bar connecting portion must casting concretes between the 4th beams of concrete (4).
5. the embedded load-bearing foundation structure of a kind of assembled according to claim 1, it is characterised in that: first load-bearing
Bearing block longitudinal reinforcement is provided at the top of block (5), the second bearing block (6), third bearing block (7) and the 4th bearing block (8)
(11)。
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821337213.3U CN208792354U (en) | 2018-08-11 | 2018-08-11 | A kind of embedded load-bearing foundation structure of assembled |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821337213.3U CN208792354U (en) | 2018-08-11 | 2018-08-11 | A kind of embedded load-bearing foundation structure of assembled |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208792354U true CN208792354U (en) | 2019-04-26 |
Family
ID=66206076
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821337213.3U Expired - Fee Related CN208792354U (en) | 2018-08-11 | 2018-08-11 | A kind of embedded load-bearing foundation structure of assembled |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208792354U (en) |
-
2018
- 2018-08-11 CN CN201821337213.3U patent/CN208792354U/en not_active Expired - Fee Related
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN109356173A (en) | A kind of pin-connected panel anchor bolt frame girder construction and its construction method | |
CN209653108U (en) | Prefabricated reinforced concrete column connection structure | |
JP6343727B1 (en) | Self-supporting retaining wall and connecting block | |
CN208486404U (en) | A kind of concrete shear force wall of steel bar template integrative installation technology | |
CN108678220A (en) | A kind of concrete shear force wall of steel bar template integrative installation technology | |
CN108086341A (en) | Assembled is adjustable basis | |
CN208792354U (en) | A kind of embedded load-bearing foundation structure of assembled | |
CN106639151B (en) | Built-in X-type is to drawing steel plate type welding rectangular steel-tube concrete column and construction method | |
CN105780782B (en) | A kind of SMW engineering methods stake bearing diagonal steel purlin antiskid moving device | |
CN206346193U (en) | Large-diameter Manual Excavation Pile precast splice type steel retaining wall | |
CN110004942A (en) | A kind of large span integral supporting structure and its construction method | |
CN110206135A (en) | A kind of stone masonry house foundation ruggedized construction and method | |
CN109736295A (en) | A kind of building structure vertical supporting system and its construction method | |
CN208734111U (en) | A kind of rotary digging stake sealing hole grid | |
CN204531575U (en) | Cement pole Reinforcement Reinforced Concrete Structure | |
CN208563371U (en) | A kind of mobile supporting shield and its limit hinge for the construction of city pipe capsule | |
CN204023430U (en) | Prefabricated box culvert and prefabricated box culvert system | |
CN206941602U (en) | A kind of shaped steel Guan Liang joint for steel sheet pile pattern foundation pit supporting structure | |
CN209723014U (en) | A kind of sinking well protection wall digging foundation for desert region iron tower of power transmission line | |
CN206376251U (en) | Steel plate concrete prefabricated parts and face forever and descend retaining design in combination | |
CN208251112U (en) | A kind of detachable structural steel combination crown beam | |
CN209353327U (en) | The quick pile extension device of rotary digging stake in small space | |
CN209555962U (en) | One kind being suitable for III class stake of cast-in-situ bored pile and cushion cap connection structure | |
CN202865854U (en) | Connection structure of precast reinforced concrete empty-web anti-lateral-force pile | |
CN205776243U (en) | A kind of SMW engineering method stake bearing diagonal steel encloses purlin resistant slide device |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190426 Termination date: 20200811 |