CN205934931U - Lid is in same direction as foundation ditch structure of digging way of doing things construction - Google Patents
Lid is in same direction as foundation ditch structure of digging way of doing things construction Download PDFInfo
- Publication number
- CN205934931U CN205934931U CN201620551268.9U CN201620551268U CN205934931U CN 205934931 U CN205934931 U CN 205934931U CN 201620551268 U CN201620551268 U CN 201620551268U CN 205934931 U CN205934931 U CN 205934931U
- Authority
- CN
- China
- Prior art keywords
- foundation ditch
- grooving
- prefabricated
- cover plate
- steel
- 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
- Sewage (AREA)
Abstract
The utility model provides a lid is in same direction as foundation ditch structure of digging way of doing things construction, the soil body, structural floor and apron in the hole, foundation ditch week is inclined and is equipped with underground continuous wall, structural floor with every keep (shenglvehao)at a certain distance away erects the steel shotcrete in the foundation ditch between the apron, set up grooving in advance in the hole in the soil body, the steel shotcrete sets up in advance in the grooving, the prefabricated lifting hook component of apron bottom fixedly connected with, prefabricated lifting hook component is followed the length direction of steel shotcrete arranges. The utility model discloses a structure can be in the lid digs the foundation ditch engineering in the same direction as way of doing things construction, through grooving pre -embedded steel pipe's method, utilizes prefabricated lifting hook member and hoisting equipment to carry out horizontal steel shotcrete in the hoist and mount of arbitrary elevation, and the system is reliable, the simple operation, and having overcome the lid, to dig the steel shotcrete hoist and mount that lead to the fact because the space is narrow and small in the construction of method foundation ditch difficult.
Description
Technical field
The utility model is related to a kind of foundation pit structure of cover and cut method, and main inclusion bracing members are pre-buried, and cover plate bottom is pre-
Hook member processed, and lifted on the spot using hoisting equipment.
Background technology
At present, generally hanging of Horizontal steelwork bracing is carried out using straddle truck or lifting machinery along in practice Excavation Process
Dress.When cover and cut method is constructed, cover plate applies and excavates prior to foundation ditch main body, and straddle truck and lifting machinery cannot be carried out lifting and make
Industry, the lifting therefore generally carrying out Horizontal steelwork bracing in cover plate bottom hung electric block is installed, and implements more difficult, and operation
Time is long.
Content of the invention
Technical problem to be solved in the utility model is the foundation pit structure providing a kind of Gai Shun to dig practice construction, Neng Gouli
Carry out the bracing members lifting operation of any absolute altitude with small space, and easy to operate, operating efficiency is high.
The utility model solves technical problem and be employed technical scheme comprise that：A kind of Gai Shun digs the foundation ditch knot of practice construction
Structure, including the soil body, structure base slab and cover plate in hole, described foundation ditch the week side of boss is provided with diaphram wall, described structure base slab and described
Set up bracing members at interval of certain distance in foundation ditch between cover plate, in the soil body in described hole, open up pre- grooving, described bracing members
It is arranged in described pre- grooving, described cover plate bottom is fixedly connected with prefabricated hook member, described prefabricated hook member is along described
The length direction arrangement of bracing members.
While using technique scheme, the utility model can also adopt or combination is using further below
Technical scheme：
The top of described foundation ditch sets up reinforced concrete support, and described reinforced concrete support is arranged on described pre- grooving
Interior, described cover plate is erected on described reinforced concrete support.
When reaching bracing members installation site, the bracing members in pre- grooving are lifted to by steel strand wires using hoisting equipment
Designed elevation, and installed.
Described prefabricated hook member includes reinforcing bar crotch, prefabricated steel and suspension hook, and described reinforcing bar crotch hangs and is welded on
In the cage bar of cover plate, described prefabricated steel is fixedly connected on reinforcing bar crotch lower end, and described suspension hook is fixedly connected on described pre-manufactured steel
On plate.
After the completion of prefabricated hook member welded and installed, using cover plate concrete, cover plate is poured.
The beneficial effects of the utility model are：Structure of the present utility model can be in the base pit engineering of cover and cut method construction
In, by the method for grooving embedded steel tube, carry out Horizontal steelwork bracing in any absolute altitude using prefabricated hook member and hoisting equipment
Lifting, system is reliable, simple operation, overcomes the bracing members lifting causing in cap excavation method foundation pit construction due to narrow space
Difficult.
Brief description
Fig. 1 is overall structure diagram of the present utility model.
Fig. 2 is cross sectional view of the present utility model.
Fig. 3 is the cross sectional view of work progress of the present utility model.
Fig. 4 is profilograph of the present utility model.
Fig. 5 is prefabricated components profile of the present utility model.
Specific embodiment
Referring to the drawings.
Gai Shun of the present utility model digs the foundation pit structure of practice construction, including the soil body 1, structure base slab 6 and cover plate 4 in hole,
Described foundation ditch the week side of boss is provided with diaphram wall 3, at interval of a spacing in the foundation ditch between described structure base slab 6 and described cover plate 4
From setting up bracing members 5, open up pre- grooving 7 in the soil body 1 in described hole, described bracing members 5 are arranged in described pre- grooving 7, described
Cover plate 4 bottom is fixedly connected with prefabricated hook member 8, and prefabricated hook member 8 is by reinforcing bar crotch 14, prefabricated steel 15 and suspension hook 16
It is welded, reinforcing bar crotch 14 should be welded in cover plate cage bar 13.
Described prefabricated hook member 8 is along the length direction arrangement of described bracing members 5.
The top of described foundation ditch sets up reinforced concrete support 11, the structure of reinforced concrete support 11 and bracing members 5 phase
Same, it also is provided with the pre- grooving 7 supporting with reinforced concrete support 11 in the soil body 1 in hole, described reinforced concrete support 11 is arranged
In described pre- grooving 7, described cover plate 4 is erected on described reinforced concrete support 11.
Described prefabricated hook member 8 includes reinforcing bar crotch 14, prefabricated steel 15 and suspension hook 16, and described reinforcing bar crotch 14 hangs
And be welded in the cage bar 13 of cover plate 4, described prefabricated steel 15 is fixedly connected on reinforcing bar crotch 14 lower end, and described suspension hook 16 is fixing
It is connected in described prefabricated steel 15.After the completion of prefabricated hook member 6 welded and installed, using cover plate concrete 12, cover plate is carried out
Pour.
When foundation pit construction is carried out using cover and cut method, as shown in figure 1, carry out first levelling of the land, hole in external reinforcement and
Diaphram wall 3 is constructed, and starts grooving and pour first Guan Liang, support and cover plate 4 after diaphragm wall reaches design strength requirement,
Recover floor traffic 2, subsequently progressively excavate the soil body 1 in hole below 4 in cover plate and to each road bracing members absolute altitude and apply, excavation of foundation pit
Complete after-pouring bed course and structure base slab 6, finally carry out the construction of structure from bottom to top.
The installation of steel bracket as shown in Fig. 2 first according to bracing members design and installation position in the soil body 1 in hole in advance
Grooving 7, the bracing members 5 that need to set up at this are entirely within, and make prefabricated hook member 8 according to Fig. 5, and are welded and cover plate
4 bottoms corresponding position, carry out pouring of cover plate concrete 12, prefabricated suspension hook structure after the completion of prefabricated hook member 8 welded and installed
Part 8 and cover plate 4 should be adjusted according to bracing members deadweight, from suitable reinforcing bar label and plate size.
Pre- grooving 7 should be able to accommodate all bracing members 5 and prefabricated hook member 8 it is considered to first support of foundation ditch may be adopted
With concrete support, prefabricated hook member 8 can avoid concrete support arrangement.
As shown in figure 3, with the excavation of the soil body 1 in hole, when reaching first bracing members installation site, being set using elevator
Bracing members 5 in pre- grooving 7 are lifted to designed elevation by steel strand wires 10 by standby 9, and are installed.In the diagram, prefabricated suspension hook
Component 8 should be arranged symmetrically along bracing members 5 length direction to guarantee that during lifting, bracing members 5 keep balance.
Claims (3)
1. a kind of Gai Shun digs the foundation pit structure of practice construction, and including the soil body, structure base slab and cover plate in hole, described foundation ditch the week side of boss sets
Have diaphram wall it is characterised in that：Set up at interval of certain distance in foundation ditch between described structure base slab and described cover plate
Bracing members, open up pre- grooving in the soil body in described hole, described bracing members are arranged in described pre- grooving, and described cover plate bottom is fixed
It is connected with prefabricated hook member, described prefabricated hook member is along the length direction arrangement of described bracing members.
2. as claimed in claim 1 a kind of Gai Shun dig the practice construction foundation pit structure it is characterised in that：The top of described foundation ditch
Reinforcement placing concrete support, described reinforced concrete support is arranged in described pre- grooving, and described cover plate is erected at described steel
On reinforced concrete supports.
3. as claimed in claim 1 a kind of Gai Shun dig the practice construction foundation pit structure it is characterised in that：Described prefabricated suspension hook structure
Part includes reinforcing bar crotch, prefabricated steel and suspension hook, and described reinforcing bar crotch hangs and is welded in the cage bar of cover plate, described pre-manufactured steel
Plate is fixedly connected on reinforcing bar crotch lower end, and described suspension hook is fixedly connected in described prefabricated steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620551268.9U CN205934931U (en) | 2016-06-08 | 2016-06-08 | Lid is in same direction as foundation ditch structure of digging way of doing things construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620551268.9U CN205934931U (en) | 2016-06-08 | 2016-06-08 | Lid is in same direction as foundation ditch structure of digging way of doing things construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205934931U true CN205934931U (en) | 2017-02-08 |
Family
ID=57932002
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620551268.9U Active CN205934931U (en) | 2016-06-08 | 2016-06-08 | Lid is in same direction as foundation ditch structure of digging way of doing things construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205934931U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108203981A (en) * | 2018-01-18 | 2018-06-26 | 上海隧道工程有限公司 | It is used to install the system and method for bracing members in cap excavation method |
| CN109944250A (en) * | 2019-03-07 | 2019-06-28 | 上海建工集团股份有限公司 | The foundation pit of impermanent vertical support system is along inverse combining construction method |
| CN113235951A (en) * | 2021-06-16 | 2021-08-10 | 浙江吉通地空建筑科技有限公司 | Installation method and connection structure of section steel support |
-
2016
- 2016-06-08 CN CN201620551268.9U patent/CN205934931U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108203981A (en) * | 2018-01-18 | 2018-06-26 | 上海隧道工程有限公司 | It is used to install the system and method for bracing members in cap excavation method |
| CN109944250A (en) * | 2019-03-07 | 2019-06-28 | 上海建工集团股份有限公司 | The foundation pit of impermanent vertical support system is along inverse combining construction method |
| CN109944250B (en) * | 2019-03-07 | 2020-11-27 | 上海建工集团股份有限公司 | Foundation pit forward and backward combined construction method of non-permanent vertical supporting system |
| CN113235951A (en) * | 2021-06-16 | 2021-08-10 | 浙江吉通地空建筑科技有限公司 | Installation method and connection structure of section steel support |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN108086340B (en) | Open caisson construction structure and construction method thereof | |
| CN104947654B (en) | Complicated water area inclined rock face large-diameter cast-in-place pile construction method | |
| CN106013053B (en) | A kind of steel sheet pile construction method for supporting for being used to build underground garage open caisson | |
| CN102230313B (en) | Bridge thin-wall hollow-pier chain block hoisting operation platform and construction method thereof | |
| CN105951747B (en) | A kind of construction method of the pre-buried lattice column of contrary sequence method | |
| CN102953373B (en) | Quicksand condition For Artificial Excavation Caisson Pile construction | |
| CN205934931U (en) | Lid is in same direction as foundation ditch structure of digging way of doing things construction | |
| CN105926672B (en) | A kind of Underground Subway Station steel pipe column construction method | |
| CN105133575B (en) | Suspended formwork supporting device for casting lining on surface of underground continuous wall and construction method | |
| WO2023066325A1 (en) | Sunken frame foundation and ground prefabricating equipment and sinking device thereof | |
| CN107476337A (en) | The prefabricated side wall assembling and construction method in open cut subway assembled station | |
| CN103696784A (en) | Large-diameter long pipe curtain construction method for shallowly-buried large-span under-tunnel-passing architectural structure | |
| CN109183812B (en) | Construction method of combined deep foundation pit supporting structure | |
| CN107620311A (en) | A kind of mud off pore-creating filling pile prevents the method that aperture casing sinks | |
| CN104564091A (en) | Method and device for removing anchor rods from shield crossing area | |
| CN110904956B (en) | Cast-in-place pile construction process | |
| CN109629576A (en) | Cross foundation pit feed pipe suspension protection system and construction method | |
| CN104863183B (en) | Damping pilework and construction method is isolated in large cross-section tunnel proximity architecture construction | |
| CN106498951B (en) | A kind of shaft excavation construction method | |
| CN105178356B (en) | Setting-up construction method for vertical joint bars of columns in reverse building method | |
| CN207828995U (en) | Open caisson construction structure | |
| CN108118728B (en) | Efficient soil excavating device and method for special-shaped deep foundation pit | |
| CN206941596U (en) | A kind of shoulder pole boom device for lifting steel reinforcement cage | |
| CN108221954B (en) | Easy-to-detach prefabricated underground diaphragm wall, lifting appliance and construction method | |
| CN105064333A (en) | Large-diameter cast-in-place concrete pile lengthened template support system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |