CN208718686U - A kind of precast assembly steel loop borehole wall - Google Patents
A kind of precast assembly steel loop borehole wall Download PDFInfo
- Publication number
- CN208718686U CN208718686U CN201821419541.8U CN201821419541U CN208718686U CN 208718686 U CN208718686 U CN 208718686U CN 201821419541 U CN201821419541 U CN 201821419541U CN 208718686 U CN208718686 U CN 208718686U
- Authority
- CN
- China
- Prior art keywords
- steel bushing
- steel
- borehole wall
- monomer
- arcwall
- 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
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 111
- 239000010959 steel Substances 0.000 title claims abstract description 111
- 239000000178 monomer Substances 0.000 claims abstract description 35
- 238000005266 casting Methods 0.000 claims abstract description 11
- 239000004567 concrete Substances 0.000 claims abstract description 8
- 239000002002 slurry Substances 0.000 claims abstract description 8
- 238000007789 sealing Methods 0.000 claims description 23
- 238000010276 construction Methods 0.000 abstract description 22
- 239000000243 solution Substances 0.000 description 8
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 235000019353 potassium silicate Nutrition 0.000 description 1
- 238000007569 slipcasting Methods 0.000 description 1
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Landscapes
- Excavating Of Shafts Or Tunnels (AREA)
Abstract
The utility model discloses a kind of precast assembly steel loop borehole wall, including steel bushing, the steel bushing extends along vertical, and the outer wall of steel bushing and the borehole wall of vertical offset；The steel bushing is spliced by several segments steel bushing monomer, it is bolted between adjacent two sections of steel bushing monomers, the link of evagination is connected in the circumferential direction on one section of steel bushing monomer top of top, the link is hung on the concrete collar tie beam on the ground around vertical；The steel bushing monomer is spliced by several pieces of arcwalls, it is bolted between two pieces of adjacent arcwalls, the arcwall includes panel and floor, the floor is arranged in length and breadth and is welded on the inside of panel, pre-buried casting head is additionally provided on the panel, to inject slurries to the gap between panel and the borehole wall of vertical by the pre-buried casting head.The precast assembly steel loop borehole wall construction efficiency of the utility model is high, and construction cost is low.
Description
Technical field
The utility model relates to shield machine construction technical fields, more particularly to a kind of precast assembly steel loop borehole wall.
Background technique
Shield machine construction is that a kind of mode of common constructing tunnel is may require that sometimes in shield machine construction from shield
Vertical is beaten on ground above the cutterhead of machine downwards, to overhaul into vertical to the cutterhead of shield machine.Existing shaft construction
Mainly by the way of excavating one section of one section of vertical, branch module and cast-in-situ reinforced concrete core-tube, construction efficiency is low, at high cost.
Utility model content
For the defects in the prior art, the utility model provides that a kind of construction efficiency is high, precast assembly steel at low cost
The ring borehole wall.
The utility model provides a kind of precast assembly steel loop borehole wall, including steel bushing, and the steel bushing extends along vertical,
The outer wall of steel bushing and the borehole wall of vertical offset；The steel bushing is spliced by several segments steel bushing monomer, adjacent two sections of steel
It is bolted between sleeve monomer, the link of evagination is connected in the circumferential direction on one section of steel bushing monomer top of top,
The link is hung on the concrete collar tie beam on the ground around vertical；The steel bushing monomer spliced by several pieces of arcwalls and
At being bolted between two pieces of adjacent arcwalls, the arcwall includes panel and floor, and the floor is arranged in length and breadth
And be welded on the inside of panel, pre-buried casting head is additionally provided on the panel, with by the pre-buried casting head to panel with
Slurries are injected in gap between the borehole wall of vertical.
Using the above structure, steel bushing is hung on concrete collar tie beam by link, in the vertical for excavating lower section, on
The steel bushing of side will not fall down, therefore, when carrying out shaft construction, can excavate paragraph by paragraph from top to bottom, paragraph by paragraph assembly steel bushing
Sequence of construction carry out, to prevent shaft wall from collapsing, after steel bushing is assembled, by pre-buried casting head to steel bushing and vertical
Slurries are injected in gap between the borehole wall of well, fill up the gap between the borehole wall of vertical and steel bushing, to form firm retaining wall
Structure, structure of the structure relative to traditional reinforced concrete core-tube, the efficiency of construction significantly improve, and complete in vertical
After construction or the maintenance of cutter head of shield machine, steel bushing is from bottom to top removed one by one, is backfilled while removing, the steel bushing of dismounting
It can recycle, greatly reduce the cost of construction.
Further, the arcwall of every section of steel bushing monomer includes at least one piece of standard arc wall, two pieces of adjacent arcs
Shape wall and one piece of edge sealing arcwall, the standard arc wall are connected with two pieces of adjacent arcwalls, the edge sealing arcwall and two
The adjacent arcwall of block is connected, and shaft section ecto-entad of the joint face of edge sealing arcwall and adjacent arcwall relative to steel bushing
It is tilted towards the side of edge sealing arcwall, the edge sealing arcwall is in the wedge that upper end arc length is small, lower end arc length is big.Using above-mentioned knot
Structure, in assembled steel bushing monomer, successively assembled standard arc wall, adjacent arcwall and edge sealing arcwall, since steel bushing is
It constructs paragraph by paragraph from top to bottom, vertical is backbreak certain depth, edge sealing arcwall can be inserted into from bottom to top to two adjacent arcs
Between the joint face of wall, the assembly of steel bushing monomer is completed, also, in disassembly, edge sealing arcwall is exited downwards, then successively
Standard arc wall and edge sealing arcwall are removed, therefore, above-mentioned design is easily installed and dismantles steel bushing monomer.
Further, the joint face of the standard arc wall and adjacent arcwall is located on the shaft section of steel bushing.It is convenient for
Connection between standard arc wall and adjacent arcwall.
Further, the standard arc wall is provided with two pieces.
Further, the panel uses the steel plate of 3mm thickness, and the floor uses the steel plate of 5mm thickness.
Further, staircase is additionally provided on the inside of the steel bushing.By the way that staircase is arranged, facilitate construction personnel's disengaging vertical
Well.
Further, reserved there are two bolt hole on every section of steel bushing monomer, two bolts cooperate described in two
Bolt hole is staircase to be fixed on steel bushing monomer.Using the above structure, it is easily installed staircase.
The beneficial effects of the utility model are embodied in: steel bushing is hung on concrete collar tie beam by link, is being excavated
When the vertical of lower section, the steel bushing of top be will not fall down, therefore, when carrying out shaft construction, can be excavated paragraph by paragraph from top to bottom,
The sequence of construction of assembly steel bushing carries out paragraph by paragraph, to prevent shaft wall from collapsing, after steel bushing is assembled, passes through pre-buried slip casting
Head injects slurries to the gap between steel bushing and the borehole wall of vertical, fills up the gap between the borehole wall of vertical and steel bushing, with
Firm dado structure, structure of the structure relative to traditional reinforced concrete core-tube are formed, the efficiency of construction significantly improves
, complete vertical in construct or cutter head of shield machine maintenance after, from bottom to top remove steel bushing one by one, returned while removing
It fills out, the steel bushing of dismounting can recycle, and greatly reduce the cost of construction.
Detailed description of the invention
It, below will be right in order to illustrate more clearly of specific embodiment of the present invention or technical solution in the prior art
Attached drawing needed in specific embodiment is briefly described.In all the appended drawings, similar device or part are general
It is identified by similar appended drawing reference.In attached drawing, each device or part might not be drawn according to actual ratio.
Fig. 1 is the structural schematic diagram of the utility model embodiment；
Fig. 2 is the top view of the steel bushing monomer (one section of top) of the utility model embodiment；
Fig. 3 is the top view of the steel bushing monomer (other sections except one section of top) of the utility model embodiment；
Fig. 4 is the side expanded schematic diagram of steel bushing monomer.
In attached drawing, 1 indicates steel bushing；11 indicate steel bushing monomer；111 indicate standard arc wall；112 indicate adjacent arc
Wall；113 indicate edge sealing arcwall；114 indicate panel；115 indicate floor；12 indicate link；13 indicate concrete collar tie beam；14 tables
Show pre-buried casting head；2 indicate vertical.
Specific embodiment
It is described in detail below in conjunction with embodiment of the attached drawing to technical solutions of the utility model.Following embodiment is only
For clearly illustrating the technical solution of the utility model, therefore it is only used as example, and cannot be used as a limitation limitation this patent
Protection scope.
As Figure 1-Figure 4, the utility model embodiment provides a kind of precast assembly steel loop borehole wall, including steel bushing 1,
Steel bushing 1 extends along vertical 2, and the borehole wall of the outer wall and vertical 2 of steel bushing 1 offsets.
Steel bushing 1 is spliced by several segments steel bushing monomer 11, passes through bolt between adjacent two sections of steel bushing monomers 11
It connects, the link 12 of evagination is connected in the circumferential direction on one section of 11 top of steel bushing monomer of top, link 12 hangs over vertical 2 weeks
On concrete collar tie beam 13 on the ground enclosed.
Steel bushing monomer 11 is spliced by several pieces of arcwalls, is bolted between two pieces of adjacent arcwalls,
Arcwall includes panel 114 and floor 115, and floor 115 is arranged in length and breadth and is welded on the inside of panel 114, and panel 114 uses
The steel plate of 3mm thickness, floor 115 use the steel plate of 5mm thickness.Specifically, the arcwall of every section of steel bushing monomer 11 includes at least one
Block standard arc wall 111 (" at least one piece of standard arc wall 111 " means that standard arc wall 111 can be set one piece here,
It can be set two pieces, muti-piece can also be set, depending on the weight size of standard arc wall 111, the present embodiment is preferably set
Set two pieces), two pieces of adjacent arcwalls 112 and one piece of edge sealing arcwall 113, standard arc wall 111 and two pieces of adjacent arcwalls 112
Be connected, the joint face of standard arc wall 111 and adjacent arcwall 112 is located on the shaft section of steel bushing 1, edge sealing arcwall
113 are connected with two pieces of adjacent arcwalls 112, and the joint face of edge sealing arcwall 113 and adjacent arcwall 112 is relative to steel bushing
1 shaft section ecto-entad is tilted towards the side of edge sealing arcwall 113, so that forming section between two pieces of adjacent arcwalls 112
In the small shape of outer imperial palace, edge sealing arcwall 113 is in the wedge that upper end arc length is small, lower end arc length is big.
Steel bushing 1 is hung on concrete collar tie beam 13 by link 12, when excavating the vertical 2 of lower section, the steel of top
Sleeve 1 will not fall down, therefore, when carrying out the construction of vertical 2, can excavate paragraph by paragraph from top to bottom, piecewise assembly steel bushing 1 is applied
Work sequence carries out, to prevent 2 cave-in of vertical, structure of the structure relative to traditional reinforced concrete core-tube, construction
Efficiency significantly improves, complete vertical 2 in construct or cutter head of shield machine maintenance after, from bottom to top one by one remove steel bushing 1,
It is backfilled while removing, the steel bushing 1 of dismounting can recycle, and greatly reduce the cost of construction.
In assembled steel bushing monomer 11, successively assembled standard arc wall 111, adjacent arcwall 112 and edge sealing arcwall
113, since steel bushing 1 is constructed paragraph by paragraph from top to bottom, vertical 2 is backbreak certain depth, can by edge sealing arcwall 113 from
Under be inserted upwardly between the joint face of two adjacent arcwalls 112, complete the assembly of steel bushing monomer 11, also, in disassembly, envelope
Side arcwall 113 exits downwards, then successively removes standard arc wall 111 and edge sealing arcwall 113, therefore, above-mentioned to set
Meter is easily installed and dismantles steel bushing monomer 11.
Pre-buried casting head 14 is additionally provided on panel 114, to pass through well of the pre-buried casting head 14 to panel 114 and vertical 2
Slurries are injected in gap between wall, after 1 assembly of steel bushing, by pre-buried casting head 14 to the borehole wall of steel bushing 1 and vertical 2
Between gap inject slurries, fill up the gap between the borehole wall of vertical 2 and steel bushing 1, to form firm dado structure, this
The slurries of embodiment injection are specially the mixture of cement and waterglass.
In addition, the inside of steel bushing 1 is additionally provided with staircase, by the way that staircase is arranged, construction personnel is facilitated to pass in and out vertical 2.For
Be easily installed staircase, it is reserved there are two bolt hole on every section of steel bushing monomer 11, two bolts cooperate two bolts hole with
Staircase is fixed on steel bushing monomer 11.
Since the needs of steel bushing 1 recycle, steel bushing 1 needs to do antirust treatment, to improve the turnover of steel bushing 1
Number.
Finally, it should be noted that above embodiments are only to illustrate the technical solution of the utility model, rather than its limitations；
Although the present invention has been described in detail with reference to the aforementioned embodiments, those skilled in the art should manage
Solution: it is still possible to modify the technical solutions described in the foregoing embodiments, or to some or all of skills
Art feature is equivalently replaced；And these are modified or replaceed, it does not separate the essence of the corresponding technical solution the utility model
The range of each embodiment technical solution should all cover in the claim of the utility model and the range of specification.
Claims (7)
1. a kind of precast assembly steel loop borehole wall, it is characterised in that:
Including steel bushing, the steel bushing extends along vertical, and the outer wall of steel bushing and the borehole wall of vertical offset；
The steel bushing is spliced by several segments steel bushing monomer, is bolted between adjacent two sections of steel bushing monomers,
The link of evagination is connected in the circumferential direction on one section of steel bushing monomer top of top, the link hangs over the ground around vertical
On concrete collar tie beam on；
The steel bushing monomer is spliced by several pieces of arcwalls, is bolted between two pieces of adjacent arcwalls, institute
Stating arcwall includes panel and floor, and the floor is arranged in length and breadth and is welded on the inside of panel, is additionally provided on the panel
Pre-buried casting head, to inject slurries to the gap between panel and the borehole wall of vertical by the pre-buried casting head.
2. the precast assembly steel loop borehole wall according to claim 1, it is characterised in that: the arc of every section of steel bushing monomer
Wall includes at least one piece of standard arc wall, two pieces of adjacent arcwalls and one piece of edge sealing arcwall, the standard arc wall and two pieces
Adjacent arcwall is connected, and the edge sealing arcwall is connected with two pieces of adjacent arcwalls, and edge sealing arcwall and adjacent arcwall
Joint face tilted relative to the shaft section ecto-entad of steel bushing towards the side of edge sealing arcwall, the edge sealing arcwall presents
The end wedge that arc length is small, lower end arc length is big.
3. the precast assembly steel loop borehole wall according to claim 2, it is characterised in that: the standard arc wall and adjacent arc
The joint face of wall is located on the shaft section of steel bushing.
4. the precast assembly steel loop borehole wall according to claim 3, it is characterised in that: the standard arc wall is provided with two
Block.
5. the precast assembly steel loop borehole wall according to claim 1, it is characterised in that: the panel uses the steel plate of 3mm thickness,
The floor uses the steel plate of 5mm thickness.
6. the precast assembly steel loop borehole wall according to claim 1, it is characterised in that: be additionally provided on the inside of the steel bushing
Staircase.
7. the precast assembly steel loop borehole wall according to claim 6, it is characterised in that: pre- on every section of steel bushing monomer
It stays there are two bolt hole, two bolts cooperate two bolts hole staircase to be fixed on steel bushing monomer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821419541.8U CN208718686U (en) | 2018-08-30 | 2018-08-30 | A kind of precast assembly steel loop borehole wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821419541.8U CN208718686U (en) | 2018-08-30 | 2018-08-30 | A kind of precast assembly steel loop borehole wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208718686U true CN208718686U (en) | 2019-04-09 |
Family
ID=65980361
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821419541.8U Active CN208718686U (en) | 2018-08-30 | 2018-08-30 | A kind of precast assembly steel loop borehole wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208718686U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110259454A (en) * | 2019-07-16 | 2019-09-20 | 西南交通大学 | A kind of detachable steel corrugated plating enclosure retaining wall and corresponding construction |
| CN111101948A (en) * | 2020-01-14 | 2020-05-05 | 重庆市轨道交通设计研究院有限责任公司 | Rock stratum area assembled deep large circular vertical shaft structure and construction method |
-
2018
- 2018-08-30 CN CN201821419541.8U patent/CN208718686U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110259454A (en) * | 2019-07-16 | 2019-09-20 | 西南交通大学 | A kind of detachable steel corrugated plating enclosure retaining wall and corresponding construction |
| CN110259454B (en) * | 2019-07-16 | 2024-03-22 | 西南交通大学 | Detachable steel corrugated plate enclosure wall and corresponding construction method |
| CN111101948A (en) * | 2020-01-14 | 2020-05-05 | 重庆市轨道交通设计研究院有限责任公司 | Rock stratum area assembled deep large circular vertical shaft structure and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101614125B (en) | Construction method of V-level surrounding rock tunnel | |
| CN106337686B (en) | Three layers of subway station canopy structure of rocky stratum tunneling and construction method | |
| CN106703814B (en) | Tunneling subway station hole pile construction method | |
| CN205422813U (en) | Detachable filling and retaining wall | |
| CN104612713B (en) | Construction method of tunnel in ultra-shallow buried section | |
| CN105201532B (en) | The Ring Cutting construction method of underground Long span spherical crown shape dome under weak surrounding rock | |
| CN110318772B (en) | Large-span small-clearance asymmetric section tunnel supporting structure in loess area and construction method | |
| CN103696784B (en) | Large-diameter long pipe curtain construction method for shallowly-buried large-span under-tunnel-passing architectural structure | |
| CN108979667B (en) | Penetrating ground crushed zone tunnel top bar interval wall construction method | |
| CN205712137U (en) | Foundation pit supporting construction | |
| CN102979531B (en) | Reinforce construction method and the structure of large-scale rock slope deep weak structural plane | |
| CN108915728B (en) | Tunnel arch wall preliminary bracing based on gantry type support invades limit and changes arch construction method | |
| CN106498950A (en) | Anchor head is placed in the Pile-Anchor Supporting for Deep Excavation system and its implementation of pile body | |
| CN108868834B (en) | Temporary support device for tunnel arch wall primary support intrusion limit arch changing construction | |
| CN105862930A (en) | Protection structure on existing tunnel below new underground engineering | |
| CN108561156A (en) | Separate tunnel changes arch supporting construction and its construction method | |
| CN208718686U (en) | A kind of precast assembly steel loop borehole wall | |
| CN106836179A (en) | Vertical strengthening ribs enhanced bellows grouting pile and construction method | |
| CN105065037A (en) | Double-layer arch center support construction method for highway soft rock tunnel | |
| CN110230497A (en) | A kind of positive barrel double -side approach construction method in threaded list road | |
| CN107165641B (en) | High inclination-angle ladder way opposite direction excavating construction method in thin layer breaking up hard rock stratum | |
| CN209261598U (en) | A kind of reinforcement ledge structure suitable for big cross section bored tunnel | |
| CN103437779A (en) | Construction method for renovating tunnel lining water seeping damage | |
| CN103334778A (en) | Construction technology of step temporary support and partial double side walls | |
| CN105156130B (en) | A kind of constructing tunnel exempts from supporting safe construction method |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20190603 Address after: Room 202, No. 139, Fengtai intersection, Fengtai District, Beijing 100000 Patentee after: Zhongtie Electric Bureau Group Co., Ltd. Address before: Room 1006, 10th floor, Huabao Building, Haidian District, Beijing Patentee before: Wang Shuai |