CN204690763U - Long side slope protection concrete continuous fast pouring drawing-die system - Google Patents
Long side slope protection concrete continuous fast pouring drawing-die system Download PDFInfo
- Publication number
- CN204690763U CN204690763U CN201520355245.6U CN201520355245U CN204690763U CN 204690763 U CN204690763 U CN 204690763U CN 201520355245 U CN201520355245 U CN 201520355245U CN 204690763 U CN204690763 U CN 204690763U
- Authority
- CN
- China
- Prior art keywords
- arranges
- side form
- face
- panel
- die system
- 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.)
- Expired - Fee Related
Links
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 45
- 239000010959 steel Substances 0.000 claims abstract description 45
- 238000009415 formwork Methods 0.000 claims abstract description 24
- 239000000203 mixture Substances 0.000 claims abstract description 12
- 230000001360 synchronised effect Effects 0.000 claims abstract description 8
- 238000004080 punching Methods 0.000 claims abstract description 7
- 239000000834 fixative Substances 0.000 claims abstract description 5
- 230000001815 facial effect Effects 0.000 claims abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 19
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 8
- 238000002347 injection Methods 0.000 claims description 7
- 239000007924 injection Substances 0.000 claims description 7
- 238000009434 installation Methods 0.000 claims description 7
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 7
- 229910052742 iron Inorganic materials 0.000 claims description 4
- 238000003466 welding Methods 0.000 claims description 4
- 238000004873 anchoring Methods 0.000 claims description 2
- 125000006850 spacer group Chemical group 0.000 claims description 2
- 238000005266 casting Methods 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 abstract description 2
- 238000007667 floating Methods 0.000 abstract description 2
- 238000010276 construction Methods 0.000 description 16
- 238000010586 diagram Methods 0.000 description 10
- 238000000034 method Methods 0.000 description 8
- 238000013461 design Methods 0.000 description 4
- 238000012423 maintenance Methods 0.000 description 3
- 230000002787 reinforcement Effects 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- 238000004513 sizing Methods 0.000 description 3
- 238000004458 analytical method Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 239000004745 nonwoven fabric Substances 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 238000004321 preservation Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000010327 methods by industry Methods 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 238000005204 segregation Methods 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000003860 storage Methods 0.000 description 1
- 238000004381 surface treatment Methods 0.000 description 1
- 230000032258 transport Effects 0.000 description 1
- 230000017105 transposition Effects 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model relates to a kind of long side slope protection concrete continuous fast pouring drawing-die system, and sliding formwork is primarily of side form and face mould composition, and side form and facial mask adopt inter-embedding type slide rail to be connected, and slide rail end face arranges U-shaped nail spacing hole; Face mould is primarily of panel, job platform, guard rail, the compositions such as platform of wiping one's face, and wherein panel adopts hollow type U-steel frame to found steel plate, all arranges hydraulic pressure pouch in steel plate and under job platform; Side form adopts fixative composition formula framework punching block, arranged outside adjustable diagonal brace, and interval arranges steel plate shelves groove, arranges hydraulic pressure pouch in groove; Packway place arranges the oblique pad support body of synchronous slim jack type variable.The utility model adopts side form from rail drawing-die system, can effectively prevent concrete from floating in casting process, realize the one-shot forming of Slope with multi-step continuous placing, have good economic technology benefit.
Description
Technical field
The utility model relates to a kind of long side slope protection concrete continuous fast pouring drawing-die system.Belong to slope project field, be applicable to structure foundation plugging dewatering well process engineering.
Background technology
In large-scale side slope protection project, the filling stone-laying that bank protection adopts, stone masonry, because cost of labor increase, filling stone-laying concrete pouring quality are difficult to ensure, problem becomes increasingly conspicuous, and most of engineering uses concrete revetment instead.Concrete side slope resistance to overturning requires higher, and long side slope sets up multistage packway usually separately, is the globality and the durability that ensure slope protection concrete during construction, often must continuous placing.
Current long side slope continuous concreting often adopts slding form operation, is generally divided into rail mounted and trackless by sliding formwork walking manner, by sliding formwork promote power be divided into hydraulic jack jacking type and hoist engine towed.Because conventional rails formula sliding formwork technique in practice of construction process is comparatively loaded down with trivial details, separately need establish dragging track, therefore the trackless sliding formwork of general employing, the trackless sliding formwork of tradition utilizes the wooden model track of both sides or has watered block concrete to support, guiding and control concrete slab build thickness, it is difficult in construction the stability ensureing a whole set of sliding formwork system when practice of construction operates, working security, and for concrete uplift pressure, Segregation in concrete warehousing process, reduce the series of problems such as panel crack to greatest extent to be all difficult to properly settle, also be difficult to ensure that slope concrete one-time-concreting is shaping, the comparatively inconvenience of template carrying simultaneously.
In sum, though existing side slope concrete casting sliding structure can meet certain side slope concreting requirement, remain and can improve part in sliding-mode structure stability, speed of application, sliding formwork conevying efficiency and economic benefit etc.
Given this, a kind of Stability Analysis of Structures of utility model, quick construction, concrete pouring quality is reliable, economic benefit is excellent side slope concreting drawing-die system is needed at present badly.
Utility model content
The purpose of this utility model overcomes deficiency of the prior art, provides the long side slope protection concrete continuous fast pouring drawing-die system that a kind of Stability Analysis of Structures, quick construction, concrete pouring quality are reliable, economic benefit is excellent.
For realizing above-mentioned technical purpose, the utility model have employed following technical scheme:
A kind of long side slope protection concrete continuous fast pouring drawing-die system, comprises pulling equipment and sliding formwork, and sliding formwork is primarily of side form and face mould composition, and side form and facial mask adopt inter-embedding type slide rail to be connected, and slide rail end face arranges U-shaped nail spacing hole; Face mould is primarily of panel, job platform, guard rail, the compositions such as platform of wiping one's face, and wherein panel adopts hollow type U-steel frame to found steel plate, equal installation surface film water pressure pouch in steel plate and under job platform; Side form adopts fixative composition formula framework punching block, arranged outside adjustable diagonal brace, and interval arranges steel plate shelves groove, arranges side form hydraulic pressure pouch in groove; Packway place arranges the oblique pad support body of synchronous slim jack type variable.
As preferably: described hollow type U-steel frame facade plate is welded as rib by upper and lower two block plates and middle i iron; hollow cavity is formed between adjacent i iron; installation surface film water pressure pouch in cavity; panel front end is symmetrical set a tow lug; tow lug is connected with pulling equipment by pull rope, panel dual-side welding also anchoring face mould chute.
As preferably: in described face mould, job platform adopts channel-section steel anchor connection with platform of wiping one's face, job platform is provided with job platform guardrail, platform of wiping one's face all arranges platform guardrail of wiping one's face, and arranges an auxiliary traction ring and be connected with pulling equipment by auxiliary traction rope in the middle of job platform front end.
As preferably: described face mould connects corner bolt on channel-section steel by dismounting and respective nodes bolt foldable integral of loosening is deposited.
As preferably: described fixative composition formula framework side form makes housing by shaped steel and the small-sized punching block of embedded polylith forms, top arranges shaped steel as side form rail beam, side form outside spacers arranges adjustable diagonal bracing, diagonal brace is arranged fine setting joint, diagonal brace earth terminal adopts sliding adjustable and is connected with earth anchor pedestal, arranges U-shaped steel plate and shelve groove between adjacent diagonal brace.
As preferably: described synchronous slim jack type variable oblique pad support body is made up of upper and lower two packway touch panels and an oblique jacking panel, upper packway touch panel is connected with nothing between jacking panel, adopt between remaining panel and be articulated and connected, lower packway touch panel arranges jack, under jacking panel, precast lining is set.
As preferably: described face mould hydraulic pressure pouch respectively arranges a water injection pipe, water injection pipe one end is inserted in pouch, and the other end exposes and can be socketed with gutter.
The beneficial effects of the utility model are:
(1) adopt side form from rail drawing-die, side form and face mould adopt inter-embedding type slide rail to be connected, and form side form from rail drawing-die system; Face mould is job platform and platform integral type of wiping one's face; Whole system steadiness is good, and formwork erection is convenient and swift for storehouse, and completes mould foldable for storage below in construction.
(2) hollow type U-steel frame stands in steel plate face mould and under job platform and all arranges crowded formula pouch mutually, balance ballast is formed after pouch water filling, side form exterior bottom arranges pouch ballast steel plate, pouch is installed and after water filling, forms side form ballast, effectively prevent from floating in concreting process, ensure concrete pouring quality.
(3) adopt low speed winch as drawing high power; face mould sliding speed can be controlled flexibly according to concrete initial set speed speed; and U-shaped nail spacing hole is set on side form slide rail, and can when concreting interval by assigning the temporary fixed sliding formwork of U-shaped nail, constructing operation is easy.
(4) the utility model arranged packway auxiliary traction rope on face mould, coordinated the oblique pad support body of built-in synchronous slim jack type variable, slowed down drawing-die angle, make drawing-die quickly through packway, realize sliding continuously, avoid the setting of concrete construction joint.
Accompanying drawing explanation
Fig. 1 is the utility model long side slope protection concrete continuous fast pouring drawing-die system schematic diagram;
Fig. 2 is face mould structural representation in the utility model;
Fig. 3 is that in the utility model, face mould folds schematic diagram;
Fig. 4 is the adjustable diagonal brace schematic diagram of side form in the utility model;
Fig. 5 is that in the utility model, groove schematic diagram shelved by side form steel plate;
Fig. 6 is hydraulic pressure pouch water injection pipe and gutter connection diagram in the utility model;
Fig. 7 is that the utility model crosses sliding-mode structure position view before packway;
Fig. 8 is that the utility model crosses sliding-mode structure position view after packway.
Description of reference numerals: 1-pulling equipment, 2-equipment rack, 3-pre embedded bolt, 4-pull rope, 5-tow lug, 6-panel, 7-face mould hydraulic pressure pouch, 8-upper strata hydraulic pressure pouch, 9-job platform, 10-steel pipe, 11-job platform guardrail, 12-connects channel-section steel, 13-wipes one's face platform, 14-wipes one's face platform guardrail, 15-concreting is domatic, 16-corner bolt, 17-node bolt, 18-face mould chute, 19-combines side form, 20-finely tunes joint, 21-adjustable diagonal bracing, 22-earth anchor pedestal, 23-side form rail beam, 24-side form hydraulic pressure pouch, 25-ballast side plate, 26-ballast base plate, 27-earth anchor, 28-water injection pipe, 29-gutter, 30-notes, gutter link, 31-auxiliary traction rope, 32-hydraulic jack, 33-precast lining, the non-concreting of 34-is domatic, the oblique pad support body of 35-.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described further.Although the utility model will be described in conjunction with preferred embodiment, should know, not represent the utility model restriction in the described embodiment.On the contrary, the utility model will contain can be included in attached claims limit scope of the present utility model in alternative, modified and equivalent.
The quality control requirement that in present embodiment, sliding formwork component is produced, steel beam column welding procedure technical requirements, pouch water filling hydraulic demand etc. repeats no more, and emphasis sets forth the embodiment of the long side slope protection concrete continuous fast pouring drawing-die system construction related to of the present utility model.
Fig. 1 is the utility model long side slope protection concrete continuous fast pouring drawing-die system schematic diagram, Fig. 2 is face mould structural representation in the utility model, Fig. 3 is that in the utility model, face mould folds schematic diagram, Fig. 4 is the adjustable diagonal brace schematic diagram of side form in the utility model, Fig. 5 is that in the utility model, groove schematic diagram shelved by side form steel plate, Fig. 6 is hydraulic pressure pouch water injection pipe and gutter connection diagram in the utility model, Fig. 7 is that the utility model crosses sliding-mode structure position view before packway, and Fig. 8 is that the utility model crosses sliding-mode structure position view after packway.With reference to the multistage long side slope protection concrete casting sliding structure shown in Fig. 1, Fig. 4, Fig. 7, primarily of the composition such as panel 6, job platform 9, guard rail, platform 13 of wiping one's face, combination side form 19, pulling equipment 1, oblique pad support body.
As shown in Figure 2, panel 6 adopts that thickness is 10mm, strength grade is that planing surface made by Q345 steel plate, [10 channel-section steels are welded into frame as rib, thickness is 8mm, strength grade is Q345 steel plate as back of the body block face, form the cavity body structure of hollow, arrange face mould hydraulic pressure pouch 7 in hollow cavity.At two ends place, panel 6 dead ahead, weld two tow lugs 5, pull rope 4 is connected with pulling equipment 1 by tow lug 5.The wide 1m of job platform 9, is welded into framework with angle steel, upper berth 5cm plank, welds the high steel tube guardrail of 1.2m 11 outside job platform 9, arranges upper strata hydraulic pressure pouch 8 below job platform 9.
As shown in Figure 4, Figure 5, monolithic combination side form 19 adopts that [10 steel weldings are connected into the waling framework of long 3200mm, high 1000mm, and embedded 3015 little punching blocks and 1015 little punching blocks, top arranges the side form rail beam 23 of high 100mm.Combination side form 19 adds man-hour, customizes framework and is shaped, be transported to on-site consolidation in processing factory, and formwork erection peace is torn open in process and no longer again dismantled, overall carrying.Combination side form 19 is carried on the back ballast side plate 25 and ballast base plate 26 that slide rail side spaced set strength grade is Q235 and installs side form hydraulic pressure pouch 24, between adjacent ballast side plate 25, back adjustable diagonal bracing 21 is set, adjustable diagonal bracing 21 is arranged fine setting joint 20, ground connection termination adopts sliding adjustable.And be connected with earth anchor pedestal 22, earth anchor pedestal 22 arranges anchor hole, for hammering into earth anchor, connecting and adopting connecting bolt between combination side form 19.
Before drawing-die is installed, the concrete that 200mm is sprayed thick in basis is tentatively hardened, and keep base surface clean.Utilize pulling equipment 1 at domatic walking haul each monolithic combination side form 19 to design attitude, the ground connection termination of adjustable diagonal bracing 21 is connected with earth anchor pedestal 22, earth anchor pedestal 22 arranges anchor hole, for hammering into earth anchor, connect between combination side form 19 and adopt connecting bolt, and by artificial integrated regulation combination side form 19, make it substantially meet structural requirement, then by fastening for all earth anchor pedestals 22.After combination side form 19 installation, utilize and be arranged at domatic anchor pole and make frame as support reinforcing bar and found net.
Face mould is first assembled according to building width on level land, platform 13 of wherein wiping one's face is pulled in job platform 9 rear portion 1.2m distance by connecting channel-section steel 12, adopt mobile crane to be lifted on the side form rail beam 23 of combination side form 19 again, and pull rope 4 is worn lie on the tow lug 5 of panel 6.After trailer system installs, first the up segment distance of unloaded traction face mould, confirms that its system can normally be run, then carries out water flooding construction to all hydraulic pressure pouches.So far, preparation of construction all terminates, and carries out concreting.
During concrete construction, make drawing-die upstream or downstream by controlling both sides pulling equipment 1 synchronous operation, two pulling equipments 1 can independent operating adjustment separately.Drawing-die is generally once up according to 30 ~ 40cm, promoting once, avoiding template and concrete binding when building interval every 30min.Promote after certain altitude at sliding formwork, manually wipe one's face on platform 13 to concreting domatic 15 manually levelling, receive light, press polish.
As shown in Figure 7, Figure 8, when drawing-die rises to packway corner, first auxiliary traction ring is connected with pulling equipment 1 by auxiliary traction rope 31, the oblique pad support body of sizing is installed again and eliminates first drawing-die angle, after completing the concreting of packway horizontal segment, sliding to the second level by jacking oblique pad support body panel, then hydraulic jack 32 at the uniform velocity unloads and slowly puts down drawing-die and drop to packway and play slope place, continues blanking and builds.
Adopt the heat-insulation and heat-preservation articles for use such as non-woven fabrics to cover after concreting to top, carry out perennial draingage maintenance at panel 6 top by water supply floral tube, and be aided with nourishment simultaneously.Start form removal when concrete reaches when design strength requires, and start number preparation of next storehouse.First template counterweight is unloaded before form removal, and discharge the water in all hydraulic pressure pouches by gutter 29 drainage, and entirety is sling, disassemble pull rope 4, dismounting simultaneously connects the corner bolt 16 on channel-section steel 12 and unscrews respective nodes bolt 17 etc. of loosening, and facial mask foldable integral is transported to next construction plant.
The construction key step of long side slope protection concrete continuous fast pouring drawing-die system and construction method is as follows:
1) sizing side form and face mould make: according to design drawing, in processing factory, make sliding formwork, and the necessary related request of sliding formwork size, rigidity, transports job site to after the acceptance(check) that completes.
2) slope surface treatment: according to toe protection-apron basic geology condition and designing requirement, adopts the method for basic sprayed mortar tentatively to be hardened by base surface, is convenient to formwork erection.
3) side form is installed: determine to combine side form 19 installation site by surveying and locating, with bolt, adjacent side form is tentatively fixing after formwork erection, adjustable diagonal bracing 21 is utilized to adjust template, it is made substantially to meet structural requirement, after completing by connecting bolt and earth anchor fastening, and shelve groove at steel plate side form hydraulic pressure pouch 24 be installed; Side form is installed must be vertical, and error is not more than 3mm.
4) surfacing steel bar is set up: utilize and be arranged at domatic anchor pole as support reinforcing bar, make frame and found net, mounting structure reinforcing bar and distribution bar, bar splice is welded by code requirement, reinforcement installation should ensure that steel mesh reinforcement is smooth, firm, spacing meets designing requirement, and steel mesh reinforcement spacing accurately, evenly.
5) face mould and pulling equipment are installed: face mould is first assembled according to building width on level land, then adopts mobile crane to be lifted on side form on rail, and hoist engine pull rope is worn lie on panel tow lug 5.After trailer system installs, sliding shuttering is dropped on side form gently, then water filling is carried out to the pouch on face mould increase the weight of.
6) drawing-die concreting: make drawing-die upstream or downstream by controlling both sides pulling equipment synchronous operation, drawing-die can be once up according to 30 ~ 40cm, promote once every 30min when building interval, avoid template and concrete binding, by plugging the temporary fixed sliding formwork of U-shaped nail at slide rail end face when building intermittently.
7) drawing-die is crossed packway and is promoted process: when drawing-die rises to packway corner, first auxiliary traction ring is connected with pulling equipment 1 by auxiliary traction rope 31, the oblique pad support body of sizing is installed again and eliminates first drawing-die angle, after completing the concreting of packway horizontal segment, sliding to the second level by jacking oblique pad support body panel, then hydraulic jack 32 at the uniform velocity unloads and slowly puts down drawing-die and drop to packway and play slope place, continues blanking and builds, continue sliding.
8) receive light, press polish: promote after certain altitude at sliding formwork, manually wipe one's face on platform 13 to concreting domatic 15 manually levelling, receive light, press polish, make panel concrete reach smooth attractive in appearance.
9) sliding formwork transposition is left under order: concrete reaches when design strength requires and starts form removal, and face mould unloads the corner bolt 16 on rear dismounting connection channel-section steel 12, and unscrews the connecting bolt in respective nodes, is folded.Mold hoisting after disintegration is filled on flat car, is transported to next construction working face.
10) concrete curing: in casting process, manually to sprinkle water maintenance at platform 13 of wiping one's face, and adopts the heat-insulation and heat-preservation articles for use such as non-woven fabrics to cover, carry out perennial draingage maintenance, and be aided with nourishment simultaneously after concreting to top.
Claims (7)
1. a long side slope protection concrete continuous fast pouring drawing-die system, comprises pulling equipment and sliding formwork, it is characterized in that: sliding formwork is primarily of side form and face mould composition, and side form and facial mask adopt inter-embedding type slide rail to be connected, and slide rail end face arranges U-shaped nail spacing hole; Face mould is primarily of compositions such as panel (6), job platform (9), guard rail (11), platforms of wiping one's face (13), wherein panel (6) adopts hollow type U-steel frame to found steel plate, equal installation surface film water pressure pouch (7) in steel plate and under job platform; Side form adopts fixative composition formula framework punching block, arranged outside adjustable diagonal brace (21), and interval arranges steel plate shelves groove, arranges side form hydraulic pressure pouch (24) in groove; Packway place arranges the oblique pad support body (35) of synchronous slim jack type variable.
2. long side slope protection concrete continuous fast pouring drawing-die system according to claim 1; it is characterized in that: described hollow type U-steel frame facade plate is welded as rib by upper and lower two block plates and middle i iron; hollow cavity is formed between adjacent i iron; installation surface film water pressure pouch (7) in cavity; panel (6) front end is symmetrical set a tow lug (5); tow lug (5) is connected with pulling equipment (1) by pull rope (4), panel (6) dual-side welding also anchoring face mould chute (18).
3. long side slope protection concrete continuous fast pouring drawing-die system according to claim 1, it is characterized in that: in described face mould, job platform (9) adopts channel-section steel anchor connection with platform (13) of wiping one's face, job platform (9) is provided with job platform guardrail, platform (13) of wiping one's face all arranges platform guardrail (14) of wiping one's face, and arranges an auxiliary traction ring and be connected with pulling equipment (1) by auxiliary traction rope (31) in the middle of job platform (13) front end.
4. long side slope protection concrete continuous fast pouring drawing-die system according to claim 1, is characterized in that: described face mould is deposited by the corner bolt (16) in dismounting connection channel-section steel (12) and respective nodes bolt foldable integral of loosening.
5. long side slope protection concrete continuous fast pouring drawing-die system according to claim 1, it is characterized in that: described fixative composition formula framework side form makes housing by shaped steel and the small-sized punching block of embedded polylith forms, top arranges shaped steel as side form rail beam (23), side form outside spacers arranges adjustable diagonal bracing (21), diagonal brace (21) is arranged fine setting joint (20), diagonal brace (21) earth terminal adopts sliding adjustable and is connected with earth anchor pedestal (22), arranges U-shaped steel plate and shelve groove between adjacent diagonal brace (21).
6. long side slope protection concrete continuous fast pouring drawing-die system according to claim 1, it is characterized in that: described synchronous slim jack type variable oblique pad support body is made up of upper and lower two packway touch panels and an oblique jacking panel, upper packway touch panel is connected with nothing between jacking panel, adopt between remaining panel and be articulated and connected, lower packway touch panel is arranged jack (32), precast lining (33) is set under jacking panel.
7. long side slope protection concrete continuous fast pouring drawing-die system according to claim 1, it is characterized in that: described face mould hydraulic pressure pouch (7) respectively arranges a water injection pipe (28), water injection pipe (28) one end is inserted in pouch, and the other end exposes and can be socketed with gutter (29).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520355245.6U CN204690763U (en) | 2015-05-28 | 2015-05-28 | Long side slope protection concrete continuous fast pouring drawing-die system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520355245.6U CN204690763U (en) | 2015-05-28 | 2015-05-28 | Long side slope protection concrete continuous fast pouring drawing-die system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204690763U true CN204690763U (en) | 2015-10-07 |
Family
ID=54231072
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520355245.6U Expired - Fee Related CN204690763U (en) | 2015-05-28 | 2015-05-28 | Long side slope protection concrete continuous fast pouring drawing-die system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204690763U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878766A (en) * | 2015-05-28 | 2015-09-02 | 南京明辉建设有限公司 | Long side slope protection concrete continuous rapid pouring and form-drawing system and construction method |
| CN105821891A (en) * | 2016-05-12 | 2016-08-03 | 大连交通大学 | Construction method for reinforced concrete panel for prestress anchoring of slope and formwork forming structure of concrete panel |
| CN109083149A (en) * | 2018-07-19 | 2018-12-25 | 中铁六局集团有限公司 | A kind of concreting mould bases for high slope large span side slope |
| CN113152493A (en) * | 2021-04-30 | 2021-07-23 | 中国葛洲坝集团第一工程有限公司 | Panel pouring slip form construction system and construction method |
-
2015
- 2015-05-28 CN CN201520355245.6U patent/CN204690763U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104878766A (en) * | 2015-05-28 | 2015-09-02 | 南京明辉建设有限公司 | Long side slope protection concrete continuous rapid pouring and form-drawing system and construction method |
| CN105821891A (en) * | 2016-05-12 | 2016-08-03 | 大连交通大学 | Construction method for reinforced concrete panel for prestress anchoring of slope and formwork forming structure of concrete panel |
| CN105821891B (en) * | 2016-05-12 | 2018-05-01 | 大连交通大学 | For the construction method of prestress anchoraging side slope armored concrete panel and the template molding structure of concrete slab |
| CN109083149A (en) * | 2018-07-19 | 2018-12-25 | 中铁六局集团有限公司 | A kind of concreting mould bases for high slope large span side slope |
| CN109083149B (en) * | 2018-07-19 | 2023-08-04 | 中铁六局集团有限公司 | A concrete placement die carrier for high slope large-span side slope |
| CN113152493A (en) * | 2021-04-30 | 2021-07-23 | 中国葛洲坝集团第一工程有限公司 | Panel pouring slip form construction system and construction method |
| CN113152493B (en) * | 2021-04-30 | 2024-03-19 | 中国葛洲坝集团第一工程有限公司 | Panel pouring slip form construction system and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104878766A (en) | Long side slope protection concrete continuous rapid pouring and form-drawing system and construction method | |
| CN101838968B (en) | Double track bridge construction process crossing existing railway operational lines | |
| CN101906768B (en) | Panel construction method of concrete faced rock-fill dam | |
| CN204690763U (en) | Long side slope protection concrete continuous fast pouring drawing-die system | |
| CN106013781A (en) | Slab supporting construction method and construction device by reversely suspending template | |
| CN211517947U (en) | Bridge case roof beam is prefabricated with shaped steel pedestal | |
| CN104060629A (en) | Covered top-down excavation subway station overlapped wall construction method and movable side wall formwork jumbo | |
| CN107905114A (en) | A kind of construction method of large span Successive interference cancellation | |
| CN105178244A (en) | Quick formwork erecting construction method for cast-in-place wave wall | |
| CN111779248A (en) | High formwork system and construction method thereof | |
| CN203924116U (en) | Portable side wall formwork jumbo | |
| CN109322241A (en) | Trestle work structure and construction method | |
| CN104120736A (en) | Construction method of reinforced concrete retaining wall | |
| CN106930315B (en) | A kind of moving tower crane foundation structure and construction method | |
| CN109594581B (en) | River-crossing pipeline structure and installation method thereof | |
| CN205662832U (en) | Under hold formula beiLei beam steel suspension bridge | |
| CN100473787C (en) | Connecting structure for use in piled anchor supporting system and construction method thereof | |
| CN110593080A (en) | Inter-support trestle system combined with inner support system and construction method | |
| CN102251582B (en) | Barrier-free decoration structure of high and low incorporated buildings and construction method thereof | |
| CN111794267B (en) | Construction method for foundation of construction elevator | |
| CN110820559B (en) | Cement concrete bridge deck pavement and construction method | |
| CN211646413U (en) | Modular lattice steel frame shotcrete anchor supporting construction | |
| CN108533283A (en) | A kind of two lining trolley of self-control and its application in repairing impaired tunnel | |
| CN209412681U (en) | Trestle work structure | |
| CN108755701A (en) | The construction method of the support construction of deep basal pit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151007 |