CN201176598Y - Foundation slab reinforced bar caging over subway tunnel - Google Patents
Foundation slab reinforced bar caging over subway tunnel Download PDFInfo
- Publication number
- CN201176598Y CN201176598Y CNU2007200776592U CN200720077659U CN201176598Y CN 201176598 Y CN201176598 Y CN 201176598Y CN U2007200776592 U CNU2007200776592 U CN U2007200776592U CN 200720077659 U CN200720077659 U CN 200720077659U CN 201176598 Y CN201176598 Y CN 201176598Y
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- cage
- reinforcing
- reinforcement
- reinforced bars
- bracket
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Abstract
The utility model relates to a foundation mat reinforcing cage on the right upper portion of a metro tunnel, which is formed by a bottom reinforcing cage, an assembling bracket and top reinforcing steel bars, wherein the bottom reinforcing cage is formed by horizontal main reinforced bars, longitudinal main reinforced bars, bracket vertical reinforced bars, bracket horizontal reinforced bars, bracket diagonal reinforced bars, a water-tight steel plate, a metal mesh template and a hanger, and the assembling bracket is formed by frame reinforced bars and locating reinforced bars, wherein the longitudinal main reinforced bars and horizontal main reinforced bars are arrayed in matrix grid form by the bottom reinforcing cage under the assembling bracket, and each joint point is fixed through being tied by thin metal wires, and each joint point of the longitudinal main reinforced bars and horizontal main reinforced bars are welded, the bracket vertical reinforced bars, the water-tight steel plate, the bracket horizontal reinforced bars and the metal mesh template are welded or tied to fix into an integrated reinforcing cage. The foundation mat reinforcing cage of the utility model can be preset in batch, and is hoisted into a construction foundation pit by a hoister when in assemblage, can rapidly tie bottom board reinforced bar of the foundation pit, can erect a steel reinforcing bracket, and install water-tight steel plate and a side template.
Description
Technical field
The utility model relates to a kind of sole plate reinforcing cage of concreting, especially a kind of prefabricated panel reinforcing cage that is used for directly over the subway tunnel.
Background technology
Entered since 21st century, urban construction has welcome another climax of taking turns, track traffic since its have fast, advantage such as environmental protection, capacity are huge and become the public transit facility of many big and medium-sized cities first-selection gradually.The development of the synchronous high-speed of underground construction and track traffic is being faced the engineering interface of the international metropolis as Shanghai and increasing is carried out the activity of large-scale foundation pit construction at the tunnel upper of building track traffic.
When the foundation ditch below was the track traffic facility of just runing, because the track traffic facility in the operation is high to the Deformation control requirement, this class construction activities was a forbidden zone of engineering circle always.If can break through this technology " forbidden zone " of engineering circle, will produce tangible society, environment and economic benefit.
According to Shanghai subway operation Co., Ltd to track traffic safeguard protection zone operation scheme technological audit suggestion: be positioned at the foundation ditch block construction directly over the subway, single width (each piecemeal) the whole construction time is controlled in seven hours and finishes.The single width whole contents comprises shoveling, soffit formwork (bed course), reinforcing bar binding, upright side template, concreting.
The reinforcing bar of general base arrangement is at the construction field (site) with vertical main reinforcement and horizontal main reinforcement, and layering is closely arranged with the lattice word shape that forms matrix pattern, imposes false fixingly at last with lametta, promptly is commonly called as reinforcing bar binding; The top reinforcement support is set up at the scene, and steel plate for sealing water, side template are installed; And base arrangement block construction or piecemeal are not bigger.
The single width whole construction time will be controlled in seven hours and finish, and obviously adopting traditional reinforcing cage to organize cube formula at the scene can't be effectively, finish on time.Thereby the method for prefabricated panel reinforcing cage is arisen at the historic moment.
Summary of the invention
The purpose of this utility model is that sole plate reinforcing cage directly over a kind of subway tunnel of can be in batches prefabricated, finishing fast will be provided.
For achieving the above object, the technical solution of the utility model is: sole plate reinforcing cage directly over a kind of subway tunnel, by the bottom layer of the reinforcing steel cage, the group staking, top reinforcement is formed, and is characterized in: the bottom layer of the reinforcing steel cage is made of horizontal main reinforcement, vertical main reinforcement, support vertical reinforcement, support level reinforcing bar, support oblique rollering steel muscle, steel plate for sealing water, wire lath sheet template and suspension hook; Group staking structure is made of framework reinforcing bar and spacer bars.
Below the group staking, the bottom layer of the reinforcing steel cage discharges its vertical, horizontal main reinforcement with the matrix pattern clathrate, and on each intersection point, fix with the fine wire colligation successively, welding is fixed on each intersection point of vertical, horizontal main reinforcement, the fixing one reinforcing cage that forms of support vertical reinforcement, steel plate for sealing water, support level reinforcing bar and the welding of wire lath sheet template or colligation.
Base plate top reinforcement cage is made of main reinforcement, suspension hook, and wherein, main reinforcement is with the discharging of matrix pattern clathrate, and welding is fixed on the intersection point, and is fixed in above the group staking.Bottom layer of the reinforcing steel cage and base plate top reinforcement cage are all reserved overlap joint section or anchoring section at the termination and the two ends of main reinforcement, are connected with avris piecemeal overlap joint; Suspension hook is welded on respectively on bottom layer of the reinforcing steel cage and the base plate top reinforcement cage downside vertical reinforcement.
The beneficial effects of the utility model are: sole plate reinforcing cage of the present utility model can be prefabricated in batches, when being used in combination, by crane reinforcing cage is hung in construction foundation pit, can finish the base plate of foundation pit reinforcing bar binding fast, set up Steel bar rack, steel plate for sealing water and side template are installed, thereby reach the purpose of this utility model.
Description of drawings
Fig. 1 is the utility model base plate bottom layer of the reinforcing steel cage schematic perspective view;
Fig. 2 is the utility model base plate top reinforcement cage schematic perspective view;
Fig. 3 is the utility model base plate reinforcing cage group staking structural upright schematic diagram;
Fig. 4 to Fig. 9 is the utility model base plate bottom layer of the reinforcing steel cage manufacturing process schematic diagram.
The specific embodiment
Below in conjunction with accompanying drawing the utility model is further elaborated.
Sole plate reinforcing cage directly over the subway tunnel of the present utility model, by the bottom layer of the reinforcing steel cage, the group staking, top reinforcement is formed.
As shown in Figure 1, the utility model base plate bottom layer of the reinforcing steel cage is made of horizontal main reinforcement 1, vertical main reinforcement 2, support vertical reinforcement 5, support level reinforcing bar 8, support oblique rollering steel muscle 6, steel plate for sealing water 9, wire lath sheet template 7 and suspension hook 10.It includes the termination and overlap joint section or anchoring section 3,4 are reserved in two ends.During enforcement, steel plate for sealing water 9 and wire lath sheet template 7 need be done corresponding adjustment according to each piecemeal, and for example first piecemeal will be provided with around then.If be provided with steel plate for sealing water 9 and 7 relative set supports of wire lath sheet template oblique rollering steel muscle 6, otherwise support vertical reinforcement 5, support level reinforcing bar 8 can correspondingly reduce.Overlap joint section or anchoring section 3,4 are reserved in termination and two ends, and when meeting the termination of whole base plate of foundation pit, reinforcing cage will not be provided with in whole base plate termination side and reserve overlap joint section 3,4, then reserve anchoring section by corresponding code requirement, and other all is to reserve overlap joint section 3,4.Suspension hook 10 is welded on the reinforcing cage downside reinforcing bar.
As shown in Figure 2, the utility model base plate top reinforcement cage is made of horizontal main reinforcement 11, vertical main reinforcement 12 and suspension hook 10.It includes the termination and overlap joint section or anchoring section 13,14 are reserved in two ends.During enforcement, overlap joint section or anchoring section 3,4 are reserved in termination and two ends, and when meeting the termination of whole base plate of foundation pit, reinforcing cage will not be provided with in whole base plate termination side and reserve overlap joint section 13,14, then reserve anchoring section by corresponding code requirement, other all is to reserve overlap joint section 13,14.Suspension hook 10 is welded on the reinforcing cage downside reinforcing bar.
As shown in Figure 3, the utility model base plate reinforcing cage group staking structure is made of framework reinforcing bar 15 and spacer bars 16.Spacer bars 16 is used to guarantee horizontal main reinforcement 1,11 and vertical main reinforcement 2,12 spacing each other, be convenient to reinforcing cage lifting and and piecemeal between the overlap joint of main reinforcement.
As shown in Figure 4, to be combined into the matrix pattern trellis false fixing with fine wire 19 colligations with vertical main reinforcement 2,12 respectively with the horizontal main reinforcement 1,11 of reinforcing cage on support as shown in Figure 3, and welding 18 is fixing on each intersection point then.
Below the group staking, the bottom layer of the reinforcing steel cage is with its vertical, horizontal main reinforcement 2,1 discharges with the matrix pattern clathrate, and it is false fixing with fine wire successively on each intersection point, longitudinal and transverse 2,1 on main reinforcement 1 each intersection point welding fixing, support vertical reinforcement 5, steel plate for sealing water 6, support level reinforcing bar 8 and 71 welding of wire lath sheet template or the fixing one reinforcing cage that forms of colligation;
The main reinforcement of base plate top reinforcement cage is with the discharging of matrix pattern clathrate, and welding is fixed on the intersection point, and is fixed in above the group staking.
As shown in Figure 5, support vertical reinforcement 5 is with laterally main reinforcement 1 welding 18 is fixing.
As shown in Figure 6, steel plate for sealing water 9 is cutting hole 17 with support vertical reinforcement 5 place of colliding.
As shown in Figure 7, steel plate for sealing water 9 is fixing with 5 welding 18 of support vertical reinforcement.
As shown in Figure 8, support level reinforcing bar 8 is fixing with 5 welding 18 of support vertical reinforcement, support oblique rollering steel muscle 6 is with support vertical reinforcement 5 and laterally main reinforcement 1 welding 18 is fixing, and wire lath sheet template 7 is fixed with support level reinforcing bar 8 and 19 colligations of support vertical reinforcement 5 usefulness fine wires.
As shown in Figure 9, suspension hook 10 is with laterally main reinforcement 1 and 12 welding 18 of vertical main reinforcement are fixing.
Claims (3)
1. sole plate reinforcing cage directly over the subway tunnel, by the bottom layer of the reinforcing steel cage, the group staking, top reinforcement is formed, it is characterized in that described bottom layer of the reinforcing steel cage is made of horizontal main reinforcement (1), vertical main reinforcement (2), support vertical reinforcement (5), support level reinforcing bar (8), support oblique rollering steel muscle (6), steel plate for sealing water (9), wire lath sheet template (7) and suspension hook (10); Group staking structure is by framework reinforcing bar (15), and spacer bars (16) constitutes;
Below described group of staking, the bottom layer of the reinforcing steel cage is with its vertical, horizontal main reinforcement (2,1) discharges with the matrix pattern clathrate, and on each intersection point, use fine wire (19) colligation to fix successively, vertical, horizontal main reinforcement (2,1) welding is fixing on each intersection point, the fixing one reinforcing cage that forms of support vertical reinforcement (5), steel plate for sealing water (6), support level reinforcing bar (8) and wire lath sheet template (7) welding or colligation;
Described base plate top reinforcement cage is made of main reinforcement (11), suspension hook (10), and wherein, main reinforcement (11) is with the discharging of matrix pattern clathrate, and welding is fixed on the intersection point, and is fixed in above the group staking.
2. sole plate reinforcing cage directly over the subway tunnel according to claim 1 is characterized in that, described bottom layer of the reinforcing steel cage and base plate top reinforcement cage are reserved overlap joint section (3,4) or anchoring section (13,14) at the termination and the two ends of main reinforcement respectively.
3. sole plate reinforcing cage directly over the subway tunnel according to claim 1 is characterized in that, described suspension hook (10) is welded on respectively on bottom layer of the reinforcing steel cage and the base plate top reinforcement cage downside reinforcing bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200776592U CN201176598Y (en) | 2007-12-28 | 2007-12-28 | Foundation slab reinforced bar caging over subway tunnel |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007200776592U CN201176598Y (en) | 2007-12-28 | 2007-12-28 | Foundation slab reinforced bar caging over subway tunnel |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201176598Y true CN201176598Y (en) | 2009-01-07 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007200776592U Expired - Fee Related CN201176598Y (en) | 2007-12-28 | 2007-12-28 | Foundation slab reinforced bar caging over subway tunnel |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201176598Y (en) |
Cited By (19)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102121250A (en) * | 2011-03-21 | 2011-07-13 | 中广核工程有限公司 | Construction method of raft foundation reinforcing cage for containment vessel of nuclear power plant |
| CN102364011A (en) * | 2011-11-23 | 2012-02-29 | 国核工程有限公司 | Method for binding reinforcing steel bars of nuclear island bottom plate |
| CN102587404A (en) * | 2012-02-09 | 2012-07-18 | 中国十九冶集团有限公司 | Construction method for large-sized blast furnace foundation |
| CN102852224A (en) * | 2012-09-28 | 2013-01-02 | 朱宏宇 | Distributed steel tool set, combination framework, cast-in-situ concrete structure and construction method of cast-in-situ concrete structure |
| CN103410148A (en) * | 2013-05-29 | 2013-11-27 | 中建保华建筑有限责任公司 | Intercept netting applied to concrete pouring of foundation base plate and construction method thereof |
| CN104368915A (en) * | 2014-09-26 | 2015-02-25 | 甘肃万泰建设工程有限公司 | Method for manufacturing steel bar mesh die for first lining of tunnel |
| CN104600601A (en) * | 2014-12-25 | 2015-05-06 | 贵州长通电气有限公司 | Square splice plate-based easily positioned power distribution cabinet component |
| CN104600598A (en) * | 2014-12-25 | 2015-05-06 | 贵州长通电气有限公司 | Square and fan-shaped splice plate-based easily positioned power distribution cabinet component |
| CN104600602A (en) * | 2014-12-25 | 2015-05-06 | 贵州长通电气有限公司 | Fan-shaped and annular splice plate-based easily positioned power distribution cabinet component |
| CN104638543A (en) * | 2014-12-25 | 2015-05-20 | 贵州长通电气有限公司 | Power distribution cabinet assembly easy to position and based on fan-shaped splice plates |
| CN104638542A (en) * | 2014-12-25 | 2015-05-20 | 贵州长通电气有限公司 | Power distribution cabinet assembly easy to position and based on square and arch splice plates |
| CN105484268A (en) * | 2015-11-24 | 2016-04-13 | 上海建工一建集团有限公司 | Construction method of bottom plate of foundation pit |
| CN105790095A (en) * | 2014-12-25 | 2016-07-20 | 贵州长通电气有限公司 | Square splice plates-based power distribution cabinet assembly |
| CN105790122A (en) * | 2014-12-25 | 2016-07-20 | 贵州长通电气有限公司 | Triangular and arched splice plates-based power distribution cabinet assembly |
| CN105790124A (en) * | 2014-12-25 | 2016-07-20 | 贵州长通电气有限公司 | Fan-shaped splice plates-based power distribution cabinet assembly |
| CN106592821A (en) * | 2016-12-30 | 2017-04-26 | 上海建工四建集团有限公司 | Side-standing integral forming structure and method of shear steel plates and lateral reinforcement fabric |
| CN106638645A (en) * | 2016-12-29 | 2017-05-10 | 上海建工四建集团有限公司 | Layering prefabricated structure and building method of basement bottom board water collection pit reinforcing mesh |
| CN106836255A (en) * | 2016-12-29 | 2017-06-13 | 上海建工四建集团有限公司 | The integral prefabricated structure of basement bottom board catch pit bar-mat reinforcement and method of construction |
| CN111779194A (en) * | 2020-07-21 | 2020-10-16 | 湖北三江航天建筑工程有限公司 | Method for installing glass fiber reinforcement in constructional engineering |
-
2007
- 2007-12-28 CN CNU2007200776592U patent/CN201176598Y/en not_active Expired - Fee Related
Cited By (24)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102121250A (en) * | 2011-03-21 | 2011-07-13 | 中广核工程有限公司 | Construction method of raft foundation reinforcing cage for containment vessel of nuclear power plant |
| CN102364011A (en) * | 2011-11-23 | 2012-02-29 | 国核工程有限公司 | Method for binding reinforcing steel bars of nuclear island bottom plate |
| CN102587404A (en) * | 2012-02-09 | 2012-07-18 | 中国十九冶集团有限公司 | Construction method for large-sized blast furnace foundation |
| CN102587404B (en) * | 2012-02-09 | 2014-11-05 | 中国十九冶集团有限公司 | Construction method for large-sized blast furnace foundation |
| CN102852224A (en) * | 2012-09-28 | 2013-01-02 | 朱宏宇 | Distributed steel tool set, combination framework, cast-in-situ concrete structure and construction method of cast-in-situ concrete structure |
| CN103410148B (en) * | 2013-05-29 | 2015-11-25 | 中建保华建筑有限责任公司 | A kind of catch net and construction method thereof being applied to sole plate concreting |
| CN103410148A (en) * | 2013-05-29 | 2013-11-27 | 中建保华建筑有限责任公司 | Intercept netting applied to concrete pouring of foundation base plate and construction method thereof |
| CN104368915A (en) * | 2014-09-26 | 2015-02-25 | 甘肃万泰建设工程有限公司 | Method for manufacturing steel bar mesh die for first lining of tunnel |
| CN104368915B (en) * | 2014-09-26 | 2016-09-21 | 甘肃万泰建设工程有限公司 | Reinforced mesh mould making method is served as a contrast at the beginning of tunnel |
| CN105790124A (en) * | 2014-12-25 | 2016-07-20 | 贵州长通电气有限公司 | Fan-shaped splice plates-based power distribution cabinet assembly |
| CN105790122A (en) * | 2014-12-25 | 2016-07-20 | 贵州长通电气有限公司 | Triangular and arched splice plates-based power distribution cabinet assembly |
| CN104638542A (en) * | 2014-12-25 | 2015-05-20 | 贵州长通电气有限公司 | Power distribution cabinet assembly easy to position and based on square and arch splice plates |
| CN104600601A (en) * | 2014-12-25 | 2015-05-06 | 贵州长通电气有限公司 | Square splice plate-based easily positioned power distribution cabinet component |
| CN104600598A (en) * | 2014-12-25 | 2015-05-06 | 贵州长通电气有限公司 | Square and fan-shaped splice plate-based easily positioned power distribution cabinet component |
| CN105790095A (en) * | 2014-12-25 | 2016-07-20 | 贵州长通电气有限公司 | Square splice plates-based power distribution cabinet assembly |
| CN104638543A (en) * | 2014-12-25 | 2015-05-20 | 贵州长通电气有限公司 | Power distribution cabinet assembly easy to position and based on fan-shaped splice plates |
| CN104600602A (en) * | 2014-12-25 | 2015-05-06 | 贵州长通电气有限公司 | Fan-shaped and annular splice plate-based easily positioned power distribution cabinet component |
| CN105484268A (en) * | 2015-11-24 | 2016-04-13 | 上海建工一建集团有限公司 | Construction method of bottom plate of foundation pit |
| CN106638645A (en) * | 2016-12-29 | 2017-05-10 | 上海建工四建集团有限公司 | Layering prefabricated structure and building method of basement bottom board water collection pit reinforcing mesh |
| CN106836255A (en) * | 2016-12-29 | 2017-06-13 | 上海建工四建集团有限公司 | The integral prefabricated structure of basement bottom board catch pit bar-mat reinforcement and method of construction |
| CN106638645B (en) * | 2016-12-29 | 2018-12-18 | 上海建工四建集团有限公司 | Basement bottom board catch pit steel mesh is layered precast construction and method of construction |
| CN106836255B (en) * | 2016-12-29 | 2019-09-20 | 上海建工四建集团有限公司 | The integral prefabricated structure of basement bottom board catch pit steel mesh and method of construction |
| CN106592821A (en) * | 2016-12-30 | 2017-04-26 | 上海建工四建集团有限公司 | Side-standing integral forming structure and method of shear steel plates and lateral reinforcement fabric |
| CN111779194A (en) * | 2020-07-21 | 2020-10-16 | 湖北三江航天建筑工程有限公司 | Method for installing glass fiber reinforcement in constructional engineering |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20090107 Termination date: 20111228 |