CN208072414U - A kind of deep foundation pit support bar planting linked network fixing device - Google Patents
A kind of deep foundation pit support bar planting linked network fixing device Download PDFInfo
- Publication number
- CN208072414U CN208072414U CN201820406720.1U CN201820406720U CN208072414U CN 208072414 U CN208072414 U CN 208072414U CN 201820406720 U CN201820406720 U CN 201820406720U CN 208072414 U CN208072414 U CN 208072414U
- Authority
- CN
- China
- Prior art keywords
- elongated muscle
- muscle
- dowel
- outside
- elongated
- 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.)
- Active
Links
Landscapes
- Foundations (AREA)
Abstract
The utility model discloses a kind of deep foundation pit support bar planting linked network fixing devices, belong to technical field of buildings.The utility model includes the elongated muscle in outside, intermediate elongated muscle, the elongated muscle in inside, dowel, anchor rib and DN15 pipe rings, the side of the elongated muscle in the outside is respectively arranged with intermediate elongated muscle and the elongated muscle in inside, it is provided with dowel between the elongated muscle of the elongated muscle in inside and outside, one end of dowel is additionally provided with anchor rib, and the side of dowel is also associated with DN15 pipe rings.The utility model material therefor is taken from construction site, using being welded to connect, it is simple in structure, convenient for making, the good fixing device of processing and fabricating is first fixed in deep basal pit slope surface by simple operation, Design Requirement Drawing progress reinforcement installation construction is pressed after linked network reinforcing bar is passed through DN15 pipe rings again, deep foundation pit support bar planting shotcrete with steel bar nets construction reinforced bar spacing and the construction quality of gunite concrete thickness are controlled well, effectively shortens construction period, controls construction cost.
Description
Technical field
The utility model is related to technical field of buildings, are fixed more specifically to a kind of deep foundation pit support bar planting linked network
Device.
Background technology
With the rapid development of China's building trade, important component of the deep foundation pit supporting construction as construction,
It is required also increasingly harsh with construction technology.This engineering deep foundation pit support use bar planting shotcrete with steel bar nets construction method, but for
The inspection of quality of bar planting shotcrete with steel bar nets construction needs to differentiate whether the spacing of reinforced mesh and gunite concrete thickness meet drawing
Design requirement, existing construction technology frequently result in that reinforced mesh spacing is excessive, and gunite concrete thickness is less than normal, seriously affects
The quality of bar planting shotcrete with steel bar nets construction.
Utility model content
1. utility model technical problems to be solved
The purpose of the utility model is to overcome the deficiencies in the prior art, and it is solid to provide a kind of deep foundation pit support bar planting linked network
Determine device, the apparatus structure is simple, and convenient for making, simple operation controls deep foundation pit support bar planting shotcrete with steel bar nets and applies well
The construction quality of work bar spacing and gunite concrete thickness.
2. technical solution
In order to achieve the above objectives, technical solution provided by the utility model is：
A kind of deep foundation pit support bar planting linked network fixing device of the utility model, including the elongated muscle in outside, intermediate elongated muscle,
The side of the elongated muscle in inside, dowel, anchor rib and DN15 pipe rings, the elongated muscle in the outside is provided with intermediate elongated muscle, outside
The elongated muscle in side is arranged with intermediate elongated muscle interval, and the side of intermediate elongated muscle is provided with the elongated muscle in inside, the elongated muscle in inside with it is outer
Dowel is provided between the elongated muscle in side, the elongated muscle in the outside, intermediate elongated muscle, the elongated muscle in inside are solid with dowel respectively
One end of fixed welding, dowel is additionally provided with anchor rib, and anchor rib is fixed with dowel and welded, and the side of the dowel is also
DN15 pipe rings are connected with, DN15 pipe rings are fixedly welded on the junction of intermediate elongated muscle and dowel.
Further, the elongated muscle in the outside, intermediate elongated muscle are parallel with the elongated muscle three in inside and interval is arranged.
Further, the dowel is vertically arranged with the elongated muscle in outside, intermediate elongated muscle, the elongated muscle in inside respectively.
Further, outer surface equidistant interval setting of the dowel in intermediate elongated muscle.
3. advantageous effect
Using technical solution provided by the utility model, compared with prior art, have the advantages that：
The utility model material therefor is taken from construction site, simple in structure using being welded to connect, convenient for making,
The good fixing device of processing and fabricating is first fixed on depth by simple operation using before the construction of deep foundation pit support bar planting linked network
In foundation pit slope surface, then Design Requirement Drawing progress reinforcement installation construction is pressed after linked network reinforcing bar is passed through DN15 pipe rings, is being sprayed
When penetrating concrete topping construction, to construct at twice, the concrete of injection of being subject to for the first time covers DN15 pipe rings, and second
The secondary concrete for being subject to injection covers the elongated muscle in outside, controls deep foundation pit support bar planting shotcrete with steel bar nets construction steel well
The construction quality of muscle spacing and gunite concrete thickness effectively shortens construction period, controls construction cost.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model.
In figure：1, the elongated muscle in outside；2, intermediate elongated muscle；3, the elongated muscle in inside；4, dowel；5, anchor rib；6,DN15
Pipe ring.
Specific implementation mode
The utility model will be further described with reference to the accompanying drawings and examples：
Embodiment 1
It will be seen from figure 1 that a kind of deep foundation pit support bar planting linked network fixing device of the present embodiment, including the elongated muscle in outside
1, the side of intermediate elongated muscle 2, the elongated muscle 3 in inside, dowel 4, anchor rib 5 and DN15 pipe rings 6, the elongated muscle in outside 1 is provided with
Intermediate elongated muscle 2, the elongated muscle 1 in outside are arranged with the intermediate elongated interval of muscle 2, and it is elongated that the side of intermediate elongated muscle 2 is provided with inside
Muscle 3, the elongated muscle 1 in outside, intermediate elongated muscle 2 are parallel with elongated 3 three of muscle in inside and interval is arranged, the elongated muscle 3 in inside and outside
It is provided with dowel 4 between elongated muscle 1, the elongated muscle in the elongated muscle 1 in outside, intermediate elongated muscle 2, inside 3 is fixed with dowel 4 respectively
Welding, dowel 4 are vertically arranged with the elongated muscle in the elongated muscle 1 in outside, intermediate elongated muscle 2, inside 3 respectively, the elongated muscle 1 in outside, in
Between elongated muscle 2 and the elongated muscle 3 in inside constrained jointly by dowel 4, between dowel 4 is equidistant in the outer surface of intermediate elongated muscle 2
Every setting, it is ensured that one end of dowel 4 is additionally provided with anchor rib 5, and anchor rib 5 increases the contact area of fixing device and slope surface,
Reinforce bonding strength, anchor rib 5 is fixed with dowel 4 and welded, and the side of dowel 4 is also associated with DN15 pipe rings 6, DN15 pipe rings
6 are fixedly welded on the junction of intermediate elongated muscle 2 and dowel 4, before the construction of deep foundation pit support bar planting linked network, first make processing
The fixing device performed is fixed in deep basal pit slope surface, then linked network reinforcing bar is wanted after DN15 pipe rings 6 by layout design
Progress reinforcement installation construction is asked to construct at twice when carrying out gunite concrete surface construction, for the first time with the mixed of injection
Solidifying soil covers subject to DN15 pipe rings 6, and second concrete for being subject to injection covers the elongated muscle 1 in outside, the fixing device
Material therefor is taken from construction site, and using being welded to connect, simple in structure, convenient for making, simple operation controls well
The construction quality of deep foundation pit support bar planting shotcrete with steel bar nets construction reinforced bar spacing and gunite concrete thickness, it is effective to shorten construction
Period controls construction cost.
Schematically the utility model and embodiments thereof are described above, description is not limiting, attached drawing
Shown in also be the utility model one of embodiment, actual structure is not limited to this.So if this field
Those of ordinary skill enlightened by it, without deviating from the purpose of the present invention, not inventively design
Frame mode similar with the technical solution and embodiment, all should belong to the protection range of the utility model.
Claims (4)
1. a kind of deep foundation pit support bar planting linked network fixing device, including the elongated muscle in outside (1), intermediate elongated muscle (2), inside are elongated
Muscle (3), dowel (4), anchor rib (5) and DN15 pipe rings (6), it is characterised in that：The side of the elongated muscle in the outside (1) is set
It is equipped with intermediate elongated muscle (2), the elongated muscle in outside (1) is arranged with intermediate elongated muscle (2) interval, and the side of intermediate elongated muscle (2) is set
It is equipped with the elongated muscle (3) in inside, dowel (4), the outside are provided between the elongated muscle of the elongated muscle in inside (3) and outside (1)
Elongated muscle (1), intermediate elongated muscle (2), the elongated muscle in inside (3) are fixed with dowel (4) weld respectively, one end of dowel (4)
It is additionally provided with anchor rib (5), anchor rib (5) and the fixed welding of dowel (4), the side of the dowel (4) is also associated with
DN15 pipe rings (6), DN15 pipe rings (6) are fixedly welded on the junction of intermediate elongated muscle (2) and dowel (4).
2. a kind of deep foundation pit support bar planting linked network fixing device according to claim 1, it is characterised in that：The outside
Elongated muscle (1), intermediate elongated muscle (2) is parallel with inside elongated muscle (3) three and interval is arranged.
3. a kind of deep foundation pit support bar planting linked network fixing device according to claim 1, it is characterised in that：The connection
Muscle (4) is vertically arranged with the elongated muscle in outside (1), intermediate elongated muscle (2), the elongated muscle in inside (3) respectively.
4. a kind of deep foundation pit support bar planting linked network fixing device according to claim 1, it is characterised in that：The connection
Outer surface equidistant interval setting of the muscle (4) in intermediate elongated muscle (2).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820406720.1U CN208072414U (en) | 2018-03-23 | 2018-03-23 | A kind of deep foundation pit support bar planting linked network fixing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820406720.1U CN208072414U (en) | 2018-03-23 | 2018-03-23 | A kind of deep foundation pit support bar planting linked network fixing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208072414U true CN208072414U (en) | 2018-11-09 |
Family
ID=64047805
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820406720.1U Active CN208072414U (en) | 2018-03-23 | 2018-03-23 | A kind of deep foundation pit support bar planting linked network fixing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208072414U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114635431A (en) * | 2022-02-28 | 2022-06-17 | 浙江振升建设有限公司 | Be applied to deep basal pit of foundation construction and strut bar planting and hang net mounting |
-
2018
- 2018-03-23 CN CN201820406720.1U patent/CN208072414U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114635431A (en) * | 2022-02-28 | 2022-06-17 | 浙江振升建设有限公司 | Be applied to deep basal pit of foundation construction and strut bar planting and hang net mounting |
| CN114635431B (en) * | 2022-02-28 | 2024-04-16 | 浙江振升建设有限公司 | Be applied to deep basal pit support bar planting and hang net mounting of foundation construction |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206971232U (en) | A kind of oblique inner support foundation pit enclosure structure of shaped steel cement earth pile | |
| CN108149844A (en) | A kind of self-positioning assembly concrete-filled steel tube intercolumniation node and its construction method | |
| CN106988483A (en) | A kind of assembled steel reinforced Concrete U Vierendeel girder and its construction method | |
| CN206467667U (en) | Suspended net shotcrete building enclosure between a kind of stake of use expansion type fixation reinforced mesh | |
| CN106245654B (en) | Deposited reinforced concrete pile exempts from inter-pile soil excavation construction method | |
| CN207829012U (en) | A kind of foundation pit support post is constructed with basement bottom board connecting node | |
| CN110106883A (en) | A kind of Real-time Feedback grouting method for correcting subway tunnel horizontal distortion | |
| CN208072414U (en) | A kind of deep foundation pit support bar planting linked network fixing device | |
| CN104295112B (en) | A kind of reinforced concrete post connects steel core concrete column syndeton and construction method | |
| CN209397712U (en) | The connection structure of antidetonation steel pipe in a kind of shear wall | |
| CN207717504U (en) | A kind of support construction for ultra-large type bifurcated pipe group's water pressure test | |
| CN204174955U (en) | Reinforced concrete post connects steel core concrete column syndeton | |
| CN201400959Y (en) | Silo concrete protecting layer locating piece in slipform construction | |
| CN207032662U (en) | A kind of prefabricated beam | |
| CN207794296U (en) | Assembled beam-column connecting node | |
| CN103437349B (en) | The construction method of steel concrete perfusion shaped pile | |
| CN216338933U (en) | Highway subgrade maintenance road surface cementation of fissures device | |
| CN108775086A (en) | The additional assembled integral beam-column node structure and construction method for being closed connection reinforcing bar | |
| CN108118693A (en) | The constructing device of cast-in-place concrete core cement soil stirring pile | |
| CN108625364A (en) | A kind of foundation pit steel pipe post stake concrete pouring is anti-to stream construction method | |
| CN108005685A (en) | A kind of anchor spraying concrete wall for grouting construction method | |
| CN211622120U (en) | Improve constructional column structure of top quality of pouring | |
| CN105064357B (en) | A kind of embedded anchor of prestress anchorage cable and anchoring process | |
| CN209959261U (en) | Real-time feedback grouting device for correcting horizontal deformation of subway tunnel | |
| CN207314348U (en) | A kind of fixed structure of flare template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |