CN205296225U - Subway station construction equipment - Google Patents
Subway station construction equipment Download PDFInfo
- Publication number
- CN205296225U CN205296225U CN201620055440.1U CN201620055440U CN205296225U CN 205296225 U CN205296225 U CN 205296225U CN 201620055440 U CN201620055440 U CN 201620055440U CN 205296225 U CN205296225 U CN 205296225U
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- China
- Prior art keywords
- support post
- support
- plate
- described support
- shuttering
- Prior art date
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- Expired - Fee Related
Links
- 238000010276 construction Methods 0.000 title claims abstract description 57
- 230000002787 reinforcement Effects 0.000 claims abstract description 43
- 239000011230 binding agent Substances 0.000 claims abstract description 37
- 238000009416 shuttering Methods 0.000 claims description 57
- 239000004567 concrete Substances 0.000 claims description 29
- 239000011178 precast concrete Substances 0.000 claims description 6
- 238000009415 formwork Methods 0.000 abstract description 7
- 238000005516 engineering process Methods 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 9
- 239000000463 material Substances 0.000 description 9
- 239000010959 steel Substances 0.000 description 9
- 238000000034 method Methods 0.000 description 8
- 239000002023 wood Substances 0.000 description 8
- 238000010586 diagram Methods 0.000 description 4
- 238000005266 casting Methods 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 239000004568 cement Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000012512 characterization method Methods 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000005336 cracking Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000012447 hatching Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 238000003756 stirring Methods 0.000 description 1
Landscapes
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The utility model belongs to the technical field of the building technology and specifically relates to a subway station construction equipment is related to. This subway station construction equipment is applied to the construction of subway station and builds, the subway station include the bottom plate with set up in medium plate above the bottom plate, construction equipment includes formwork support, support post and enhancement arrangement of reinforcement binder, formwork support can fix the setting and be in the bottom plate with between the medium plate, it is a plurality of the support post is the multirow, the multiseriate is fixed sets up the bottom plate with between the medium plate, it is in to strengthen the fixed setting of arrangement of reinforcement binder well intralamellar part, just strengthen the arrangement of reinforcement binder and be line setting the support post perhaps is a setting the support post is corresponding. An object of the utility model is to provide a subway station construction equipment to shorten formwork support's such as support, template life cycle, reduce formwork support's use cost.
Description
Technical field
The utility model relates to technical field of buildings, especially relates to a kind of metro station construction device.
Background technology
Along with China's underground space Construction Technology development, the scale of subway work will be increasing, the number of pliesAlso can get more and more. And in subway support, template when plate and top board construction will be in construction cost greatly.
In prior art, underground multilayer subway station is used multilayer support for shuttering construction method. Be illustrated in figure 1 three layers of subwayStation, the base plate 101 of first constructing, then set up plate support for shuttering 102 in lower floor, build plate 103 in lower floor; Set up again plate formwork in upper strataFrame 104, subsequently plate 105 in construction casting upper strata; Set up again top board lower carriage 106, then use concreting top board 107. From underUp the constructed construction of whole station structure.
The problem that this method exists is: in design drawing, in upper strata in plate and lower floor the middle plate such as plate and top board brightReally specified load is not more than 800kg/m2. After needing the superiors' top board construction to complete, more successively remove from top to bottom support for shuttering engineering.This obviously causes orlop steel pipe support, template, the lumps of wood etc. need in whole work progress, keep the state that can not remove, makes materialMaterial and equipment can not be fully used, and also therefore delay the duration, can roll up the mould holder such as steel pipe support, template simultaneouslyCost.
Utility model content
The purpose of this utility model is to provide a kind of metro station construction device, to shorten the support for shuttering such as support, templateLife cycle, reduce the use cost of support for shuttering.
The utility model provides a kind of metro station construction device; This constructing device is applied to the construction of subway station and buildsMake; Described subway station comprises base plate and is arranged at the middle plate above described base plate;
Described constructing device comprises support for shuttering, support post and reinforcement arrangement of reinforcement binder; Described support for shuttering can be fixedly installedBetween described base plate and described middle plate;
Multiple described support posts are multirow, multiple row is fixedly installed between described base plate and described middle plate;
Described reinforcement arrangement of reinforcement binder is fixedly installed on described middle intralamellar part, and described reinforcement arrangement of reinforcement binder be row arrangeDescribed support post or be row arrange described support post corresponding.
Further, described support post is row setting along the horizontal direction of described subway station, along described subway stationLongitudinal direction be row arrange;
The 1/2-1/3 of the horizontal span that the line space scope of described support post is described middle plate;
The column pitch scope of described support post is 2m-4m.
Further, 1/2 of the horizontal span that the line space of described support post is described middle plate; Described support postColumn pitch is 3m.
Further, described subway station comprise described in the multilayer setting gradually from top to bottom in plate; Multiple described supportsColumn is multirow, multiple row and is fixedly installed in adjacent two layers between plate;
Described support for shuttering can be fixedly installed between the two-layer described middle plate of the superiors.
Further, the identical and position pair of the described support post quantity of the described support post of last layer and lower one deckShould.
Further, described support post is concrete column.
Further, described concrete column is cast-in-place concrete column or precast concrete column.
Further, the shape of cross section of described support post is circular.
Further, the shape of cross section of described support post is rectangle.
Further, the rectangle that the shape of cross section of described support post is 30cm*30cm.
The metro station construction device that the utility model provides, by arranging multirow, multiple row support post supports and waits to buildMiddle plate to be to reduce span, and is fixedly installed and strengthens the load of arrangement of reinforcement binder with plate in increasing waiting to build in middle plate, by strengtheningArrangement of reinforcement binder be the support post that row arranges or be the support post that row arrange corresponding, build and maintenance in after plate, faceTime support post, strengthen that arrangement of reinforcement binder and middle plate plate face are comprehensive stressed is enough to bear middle plate upper load, thereby dismountable being positioned atThe support for shuttering such as steel pipe scaffold under middle plate, template, the lumps of wood, fastener, and form removal, and this support for shuttering and template are used forBuild middle plate or the top board of last layer; And tradition is built subway station, support for shuttering keeps tearing open in whole work progressThe state removing, the support for shuttering between base plate and middle level, between adjacent middle level, between middle level and top board all can not be removed, and needs etc.After the superiors' top board construction completes, could successively remove from top to bottom support for shuttering; Compared with building subway station with tradition, this subwayStation construction method greatly shortens the life cycle of support for shuttering, for example, can reduce the support for shuttering rental period of 2 months, makes steel pipe feet handThe support for shuttering such as frame, template, the lumps of wood obtain timely reuse, have improved the service efficiency of support for shuttering, and the use that has reduced support for shuttering becomesThis.
Brief description of the drawings
In order to be illustrated more clearly in the utility model detailed description of the invention or technical scheme of the prior art, below by rightIn detailed description of the invention or description of the Prior Art, the accompanying drawing of required use is briefly described, and apparently, the following describesIn accompanying drawing be embodiments more of the present utility model, for those of ordinary skill in the art, do not paying creativenessUnder the prerequisite of work, can also obtain according to these accompanying drawings other accompanying drawing.
Fig. 1 is the structural representation of existing metro station construction device;
The schematic cross-sectional view of the metro station construction device that Fig. 2 provides for the utility model embodiment bis-;
The sectional schematic diagram in the middle level of the metro station construction device that Fig. 3 provides for the utility model embodiment bis-;
The vertical section schematic diagram of the metro station construction device that Fig. 4 provides for the utility model embodiment bis-.
Reference numeral:
101-base plate; Plate support for shuttering in 102-lower floor; Plate in 103-lower floor;
Plate support for shuttering in 104-upper strata; Plate in 105-upper strata;
106-top board lower carriage; 107-top board;
1-base plate; Plate in 2-; 3-support for shuttering;
4-support post; 5-strengthens arrangement of reinforcement binder; 6-top board.
Detailed description of the invention
Below in conjunction with accompanying drawing, the technical solution of the utility model is clearly and completely described, obviously, describedEmbodiment is the utility model part embodiment, instead of whole embodiment. Based on the embodiment in the utility model, thisField those of ordinary skill, not making the every other embodiment obtaining under creative work prerequisite, all belongs to this practicalityNovel protected scope.
In description of the present utility model, it should be noted that term " " center ", " on ", D score, " left side ", " right side ", " perpendicularDirectly ", orientation or the position relationship of the instruction such as " level ", " interior ", " outward " be based on orientation shown in the drawings or position relationship, be onlyThe utility model and simplified characterization for convenience of description, instead of device or the element of instruction or hint indication must have specificOrientation, with specific orientation structure and operation, therefore can not be interpreted as restriction of the present utility model. In addition term ",One ", " second ", " the 3rd " be only for describing object, and can not be interpreted as instruction or hint relative importance.
In description of the present utility model, it should be noted that, unless otherwise clearly defined and limited, term " peaceDress ", " being connected ", " connection " should be interpreted broadly, and for example, can be to be fixedly connected with, and can be also to removably connect, or integratedlyConnect; Can be mechanical connection, can be also electrical connection; Can be to be directly connected, also can indirectly be connected by intermediary,It can be the connection of two element internals. For the ordinary skill in the art, can concrete condition understand above-mentioned artThe concrete meaning of language in the utility model.
Embodiment mono-
The present embodiment provides a kind of Construction Method of Metro Station; The method comprises the steps:
On step 100, the base plate that completes in construction, set up support for shuttering, to support the template of waiting to build middle plate; Support for shuttering bagDraw together steel pipe scaffold, the lumps of wood, fastener etc.
Step 200, the template of waiting to build middle plate is installed on support for shuttering, in guarantee, template die plate is smooth; Be fixedly installed multirow,Multiple row support post supports waits to build middle plate, and strengthens arrangement of reinforcement binder waiting to build to be fixedly installed in middle plate; Strengthen arrangement of reinforcement binderBe row arrange support post or be row arrange support post corresponding; Preferably, longitudinal span of subway station is greater thanWhen the horizontal span of subway station, strengthen arrangement of reinforcement binder and extend along the longitudinal direction of subway station. Wherein, support post for example canThink wooden post, concrete column etc.; Strengthen arrangement of reinforcement binder and for example can, for cast-in-place concrete binder, be arranged in plate to be builtInside, and waits to build middle plate formed by integrally casting. Wherein, cast-in-place concrete binder is to adopt existing method to build at the construction field (site)Concrete binder.
Step 300, in the template of middle plate, build middle plate, and maintenance makes middle plate intensity reach certain ratio of design strengthExample. Preferably, the ratio value that middle plate intensity reaches design strength is 100%, so as middle plate can with support post, strengthen arrangement of reinforcementBinder is jointly stressed, bears middle plate upper load, thereby avoids the cracking of middle plate.
Step 400, after middle plate intensity reaches certain design strength, remove the support for shuttering being arranged under plate, and retainBe arranged in the support post under plate, utilize support post, reinforcement arrangement of reinforcement binder and middle plate jointly stressed, bear middle plate top lotusCarry; On middle plate, again set up support for shuttering.
Step 500, repeating step 200-step 400, until the design number of plies of the middle plate of the subway station of having constructed; Propping upThe template of top board to be built is installed on mould bases; In the template of top board, build top board; Complete the integrally-built construction in subway station.
Construction Method of Metro Station described in the present embodiment, by arranging during multirow, multiple row support post support and wait to buildPlate to be to reduce span, and is fixedly installed and strengthens the load of arrangement of reinforcement binder with plate in increasing waiting to build in middle plate, joins by reinforcementMuscle binder be the support post that row arranges or be the support post that row arrange corresponding, build and maintenance in after plate, interimSupport post, reinforcement arrangement of reinforcement binder and middle plate plate face are comprehensive stressed is enough to bear middle plate upper load, thereby dismountable being arranged inThe support for shuttering such as steel pipe scaffold under plate, template, the lumps of wood, fastener, and form removal, and this support for shuttering and template are used for takingBuild middle plate or the top board of last layer; And tradition is built subway station, support for shuttering keeps removing in whole work progressState, the support for shuttering between base plate and middle level, between adjacent middle level, between middle level and top board all can not be removed, and needs to waitAfter upper strata top board construction completes, could successively remove from top to bottom support for shuttering; Compared with building subway station with tradition, this subwayThe construction method of standing greatly shortens the life cycle of support for shuttering, for example, can reduce the support for shuttering rental period of 2 months, make steel pipe scaffold,The support for shuttering such as template, the lumps of wood obtains timely reuse, has improved the service efficiency of support for shuttering, has reduced the use cost of support for shuttering.
It should be noted that, concrete is current material, refers to and is cemented to overall engineering by gathering materials by Binder Materials againThe general designation of condensation material; Conventionally concrete one word of saying refers to cement makes Binder Materials, and sand, masonry gather materials; (can contain additional with waterAgent and admixture) by a certain percentage coordinate, through stirring and cement concrete, also claim normal concrete, it is widely used inCivil engineering.
In prior art, concrete comprises precast concrete and cast-in-place concrete. Precast concrete adopts existing methodCast elsewhere (as manufacturer etc.) but not in last job site. Cast-in-place concrete adopts existing method existing in constructionThe concrete of field formwork cast. Cast-in-place concrete column adopts the concrete formation of formwork cast at the construction field (site) of existing methodColumn.
Further, the support post quantity of the support post of last layer and lower one deck is identical and position is corresponding. In constructionIn process, the position of the support post of last layer is all corresponding with the position of the support post of lower one deck, so as in upper strata plate andThe weight of support for shuttering can successively be passed to base plate by support post completely, and can't cause damage to the middle plate of having constructedWound.
In the possibility of the present embodiment, support post is row setting along the horizontal direction of subway station, along subway stationLongitudinal direction be row arrange; The quantity of transversely arranged support post is less than the quantity of the support post of longitudinal arrangement.
The line space scope of support post is to wait the 1/2-1/3 of the horizontal span of building middle plate; The column pitch of support postScope is 2m-4m. Support span to reduce, and then be convenient to comprehensive stressed the holding of support post, reinforcement arrangement of reinforcement binder and middle plate plate facePlate upper load in load.
Preferably, the line space of support post be wait to build middle plate horizontal span 1/2; The column pitch of support post is3m. This design both can meet support post, strengthen that arrangement of reinforcement binder and middle plate plate face are comprehensive stressed bears middle plate upper load, againThe quantity of support post is compared less, be convenient to build.
Further, the material of support post for example can be wooden, concrete etc., and preferably, support post is concreteColumn, so that draw materials, reduce the construction cost of support post; Further, concrete column be cast-in-place concrete column orPerson's precast concrete column.
Wherein, the shape of cross section of support post is circle or rectangle; Preferably, the shape of cross section of support post isThe rectangle of 30cm*30cm.
In the possibility of the present embodiment, the method also comprises the steps:
Step 600, all middle plate intensity reach after 100% design strength, remove support for shuttering, also remove and are positioned at top boardAnd the support for shuttering in the superiors between plate; Afterwards, successively remove from top to bottom support post, ensure the perforation at station.
Embodiment bis-
In order better to implement the described Construction Method of Metro Station of the utility model embodiment mono-, the utility model is also carriedSupplied one to be used for realizing metro station construction device of the present utility model, below in conjunction with accompanying drawing to subway of the present utility modelThe embodiment of constructing device of standing is described in further detail.
Shown in Fig. 2-Fig. 4, the present embodiment provides a kind of metro station construction device; Fig. 2 provides for the present embodimentThe schematic cross-sectional view of metro station construction device; The middle level of the metro station construction device that Fig. 3 provides for the present embodimentSectional schematic diagram, for display structure more clearly, the middle level in figure does not show with hatching; Fig. 4 provides for the present embodimentThe vertical section schematic diagram of metro station construction device. Subway station shown in Fig. 2, Fig. 4 comprises top board, two-layer from top to downMiddle plate and base plate, support for shuttering is arranged in upper strata between plate and top board, for building top board.
Shown in Fig. 2-Fig. 4, the metro station construction device that the present embodiment provides, this constructing device is applied to subwayThe construction of standing; Subway station comprises base plate 1 and is arranged at base plate 1 middle plate 2 above.
Constructing device comprises support for shuttering 3, support post 4 and strengthens arrangement of reinforcement binder 5; Support for shuttering 3 can be fixedly installed on the endBetween plate 1 and middle plate 2; So that in the time of construction, plate 2 in supporting by support for shuttering 3.
Multiple support posts 4 are multirow, multiple row is fixedly installed between base plate 1 and middle plate 2; Strengthen arrangement of reinforcement binder 5 fixingBe arranged on middle plate 2 inside, and strengthen arrangement of reinforcement binder 5 and be the support post 4 of row setting or be support post 4 phases that row arrangeShould. To support post 4, strengthen that arrangement of reinforcement binder 5 and middle plate 2 plate faces are comprehensive stressed bears middle plate 2 upper loads; Be convenient to remove positionThe support for shuttering 3 such as steel pipe scaffold under middle plate 2, template, the lumps of wood, fastener, and this support for shuttering 3 and template are used for building upper oneMiddle plate 2 or the top board 6 of layer; To shorten the life cycle of support for shuttering 3, make support for shuttering 3 obtain timely reuse, improve support for shuttering3 service efficiency, has reduced the use cost of support for shuttering 3 etc.
Preferably, when longitudinal span of subway station is greater than the horizontal span of subway station, strengthen arrangement of reinforcement binder 5 along subwayThe longitudinal direction at station extends. Wherein, support post 4 can be for example wooden post, concrete column etc.; Strengthen arrangement of reinforcement binder5 for example can for cast-in-place concrete binder, be arranged in plate to be built 2 inside, and wait to build middle plate 2 formed by integrally casting.
The device of metro station construction described in the present embodiment has advantages of Construction Method of Metro Station described in embodiment mono-,The life cycle of the disclosed shortening support for shuttering of embodiment mono-, reduces the use cost of support for shuttering etc. described metro station constructionThe advantage of method is no longer repeated in this description at this.
In the possibility of the present embodiment, support post 4 is row setting along the horizontal direction of subway station, along subway stationLongitudinal direction be row arrange; The quantity of transversely arranged support post 4 is less than the quantity of the support post 4 of longitudinal arrangement.
The line space scope of support post 4 is the 1/2-1/3 of the horizontal span of middle plate 2 (that is: wait to build middle plate 2); SupportThe column pitch scope of column 4 is 2m-4m. Support span to reduce, and then be convenient to support post 4, reinforcement arrangement of reinforcement binder 5 and middle plateComprehensive stressed middle plate 2 upper loads of bearing of 2 plate faces.
Preferably, the line space of support post 4 be middle plate 2 horizontal span 1/2; The column pitch of support post 4 is 3m.This design both can meet support post 4, strengthen that arrangement of reinforcement binder 5 and middle plate 2 plate faces are comprehensive stressed bears middle plate 2 upper loads,Have that the quantity of support post 4 is compared is less, be convenient to build.
In the possibility of the present embodiment, subway station comprises plate 2 in the multilayer setting gradually from top to bottom; Multiple supportsColumn 4 is multirow, multiple row and is fixedly installed in adjacent two layers between plate 2; Support for shuttering 3 can be fixedly installed on the two-layer of the superiorsBetween middle plate 2, in plate 2, be provided with and strengthen arrangement of reinforcement binder 5 in every layer. So that support post 4, reinforcement arrangement of reinforcement binder 5 and middle plate 2Comprehensive stressed middle plate 2 upper loads, the support for shuttering 3 such as steel pipe scaffold, template, the lumps of wood, fastener and the template circulation use born of plate faceIn middle plate 2 or the top board 6 of building last layer; After the integrally-built construction in subway station completes, first remove be positioned at top board 6 withSupport for shuttering 3 in upper strata between plate 2, successively removes support post 4 from top to bottom, ensure the perforation at station.
Further, support post 4 quantity of the support post 4 of last layer and lower one deck are identical and position is corresponding. ExecutingIn work process, the position of the support post 4 of last layer is all corresponding with the position of the support post 4 of lower one deck, so that plate 2 in upper strataAnd the weight of support for shuttering 3 can successively be passed to base plate 1 by support post 4 completely, and can't be in having constructedPlate 2 causes damage.
In the possibility of the present embodiment, support post 4 is concrete column, so that draw materials, reduce support post 4Construction cost; Described concrete column is cast-in-place concrete column or precast concrete column; Wherein, the horizontal stroke of support post 4Cross sectional shape is circle or rectangle; Preferably, the rectangle that the shape of cross section of support post 4 is 30cm*30cm.
Finally it should be noted that: above each embodiment is only in order to the technical solution of the utility model to be described, but not to its limitSystem; Although the utility model is had been described in detail with reference to aforementioned each embodiment, those of ordinary skill in the art shouldUnderstand: its technical scheme that still can record aforementioned each embodiment is modified, or to wherein some or all ofTechnical characterictic is equal to replacement; And these amendments or replacement do not make the essence of appropriate technical solution depart from this practicality newlyThe scope of the each embodiment technical scheme of type.
Claims (10)
1. a metro station construction device, is characterized in that, this constructing device is applied to the construction of subway station; DescribedSubway station comprises base plate and is arranged at the middle plate above described base plate;
Described constructing device comprises support for shuttering, support post and reinforcement arrangement of reinforcement binder; Described support for shuttering can be fixedly installed on instituteState between base plate and described middle plate;
Multiple described support posts are multirow, multiple row is fixedly installed between described base plate and described middle plate;
Described reinforcement arrangement of reinforcement binder is fixedly installed on described middle intralamellar part, and described reinforcement arrangement of reinforcement binder be row arrange described inSupport post or be row arrange described support post corresponding.
2. metro station construction device according to claim 1, is characterized in that, described support post is along described subwayThe horizontal direction of standing is row setting, is row setting along the longitudinal direction of described subway station;
The 1/2-1/3 of the horizontal span that the line space scope of described support post is described middle plate;
The column pitch scope of described support post is 2m-4m.
3. metro station construction device according to claim 2, is characterized in that, the line space of described support post is instituteState middle plate horizontal span 1/2; The column pitch of described support post is 3m.
4. metro station construction device according to claim 1, is characterized in that, described subway station comprises from top to bottomPlate in described in the multilayer setting gradually; Multiple described support posts are multirow, multiple row and are fixedly installed in adjacent two layers between plate;
Described support for shuttering can be fixedly installed between the two-layer described middle plate of the superiors.
5. metro station construction device according to claim 4, is characterized in that, the described support post of last layer with underThe described support post quantity of one deck is identical and position is corresponding.
6. metro station construction device according to claim 1, is characterized in that, described support post is that concrete is verticalPost.
7. metro station construction device according to claim 6, is characterized in that, described concrete column is cast-in-place coagulationSoil column or precast concrete column.
8. metro station construction device according to claim 1, is characterized in that, the shape of cross section of described support postFor circle.
9. metro station construction device according to claim 1, is characterized in that, the shape of cross section of described support postFor rectangle.
10. metro station construction device according to claim 9, is characterized in that, the cross section shape of described support postShape is the rectangle of 30cm*30cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620055440.1U CN205296225U (en) | 2016-01-20 | 2016-01-20 | Subway station construction equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620055440.1U CN205296225U (en) | 2016-01-20 | 2016-01-20 | Subway station construction equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205296225U true CN205296225U (en) | 2016-06-08 |
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ID=56429949
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620055440.1U Expired - Fee Related CN205296225U (en) | 2016-01-20 | 2016-01-20 | Subway station construction equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205296225U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105525629A (en) * | 2016-01-20 | 2016-04-27 | 中铁上海工程局集团有限公司 | Construction method and device of subway station |
| CN108535451A (en) * | 2018-04-17 | 2018-09-14 | 西安建筑科技大学 | It a kind of box culvert-type subway station and closes on surface infrastructure and crosses over ground fissure experimental system and method |
| CN109653770A (en) * | 2018-12-24 | 2019-04-19 | 中铁十八局集团有限公司 | A kind of middle board construction method carried out using original temporary support |
-
2016
- 2016-01-20 CN CN201620055440.1U patent/CN205296225U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105525629A (en) * | 2016-01-20 | 2016-04-27 | 中铁上海工程局集团有限公司 | Construction method and device of subway station |
| CN108535451A (en) * | 2018-04-17 | 2018-09-14 | 西安建筑科技大学 | It a kind of box culvert-type subway station and closes on surface infrastructure and crosses over ground fissure experimental system and method |
| CN108535451B (en) * | 2018-04-17 | 2023-05-02 | 西安建筑科技大学 | Box culvert type subway station and ground crack crossing experiment system and method for adjacent surface structures |
| CN109653770A (en) * | 2018-12-24 | 2019-04-19 | 中铁十八局集团有限公司 | A kind of middle board construction method carried out using original temporary support |
| CN109653770B (en) * | 2018-12-24 | 2020-12-08 | 中铁十八局集团有限公司 | Middle plate construction method by utilizing original temporary support |
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| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160608 |
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| CF01 | Termination of patent right due to non-payment of annual fee |