CN104314305A - Integral moving formwork for stalk concrete pouring and application thereof - Google Patents
Integral moving formwork for stalk concrete pouring and application thereof Download PDFInfo
- Publication number
- CN104314305A CN104314305A CN201410545653.8A CN201410545653A CN104314305A CN 104314305 A CN104314305 A CN 104314305A CN 201410545653 A CN201410545653 A CN 201410545653A CN 104314305 A CN104314305 A CN 104314305A
- Authority
- CN
- China
- Prior art keywords
- back cord
- template
- stalk
- mould bases
- concrete wall
- 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.)
- Granted
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/34—Horizontally-travelling moulds for making walls blockwise or section-wise
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
Abstract
The invention discloses an integral moving formwork for stalk concrete pouring and application thereof. The integral moving formwork is that one pair of single-side integral moving frames is symmetrically arranged on two sides of a to-be-poured stalk concrete wall body. The integral moving formwork is characterized in that each single-side integral moving frame comprises a walking system, a supporting regulation system and a template system, the single-side integral moving frames are subjected to integral formwork erection by the supporting regulation systems, and the single-side integral moving frames integrally move by the walking devices. The integral moving formwork is used for the stalk concrete pouring, quick formwork erection can be realized, construction time can be greatly shortened, the labor intensity of workers is lightened, potential safety hazards are eliminated, and working efficiency is improved.
Description
Technical field
The present invention relates to a kind of mobile formwork, is more particularly the stalk concreting mould bases in engineering construction.
Background technology
In prior art, the concrete template of building use of aimed wall, general use the little template assembly of sizing or big-size formwork assembled, by reinforcing pull bar, need erection construction scaffold simultaneously.One section concrete has been built, and carries out assembledly building next section of stalk concrete again, sometimes, adopts a large scale investment to template, scaffold after removing, the length that the segmentation of increase concrete stalk is built.Template assembly and the construction scaffolding erection construction cycle is long, labor strength is large, potential safety hazard is many.
Summary of the invention
The present invention is the weak point for avoiding existing for above-mentioned prior art, there is provided a kind of stalk concreting to move integrally mould bases and application thereof, realize quick aimed wall concreting formwork erection, shorten the engineering time, reduce labor strength, eliminate safe hidden trouble, increase work efficiency.
Technical solution problem of the present invention adopts following technical scheme:
Stalk concreting of the present invention moves integrally mould bases, is to be arranged in the bilateral symmetry of stalk concrete wall to be built by a pair one-sided mould bases that moves integrally, and is fixedly connected with by pull bar, and its design feature is that the described one-sided mould bases that moves integrally has:
Running gear, for bottom support with longitudinal traveling steel rail of pair of parallel setting, described longitudinal traveling steel rail is equipped with road wheel, described road wheel can vertically move on longitudinal traveling steel rail, arranging lower support member is supported by described road wheel, and utilizes road wheel to vertically move on longitudinal traveling steel rail;
Supporting regulating system, is be fixedly installed support platform in described lower support member, in the inner side of described support platform in uprightly arranging outer back cord; The bottom of described outer back cord is set to movable pulley, the support platform of correspondence position is provided with transverse horizontal race, and described movable pulley is equipped with in described transverse horizontal race, and can move in transverse horizontal race; The top being positioned at described transverse horizontal race is provided with laterally adjustable screw mandrel, and one end of described transverse direction is adjustable screw mandrel is hinged on the bottom of described outer back cord, the other end by Bracket setting in support platform; At the arranged outside adjustable inclined supporting leg of described support platform, the top of the top braces of described adjustable inclined supporting leg back cord outside, with the gusseted of the paired described outer back cord of described adjustable inclined leg-shaped; Be connected with the vertical channel-section steel that connects between back cord outside longitudinally spaced each road;
Template system, each piece of template being connected by back cord in longitudinally spaced each road is integral mold plate, described interior back cord with between outer back cord to be connected in longitudinal two-way channel-section steel.
The design feature that stalk concreting of the present invention moves integrally mould bases is also: arrange separately bottom template independent of described integral mold plate, and described bottom template refers to the template of height lower than the height of described movable pulley; And independent of described interior back cord, back cord in bottom is set separately, in described bottom, back cord is for fixing back cord in bottom template by bottom to pull bar, and in described bottom, back cord can be affiliated to medial end in described support platform by the reinforcing bar peg be arranged on support platform inner side end.
The design feature that stalk concreting of the present invention moves integrally mould bases is also: arrange separately apical grafting template independent of described integral mold plate, and described apical grafting template refers to the template higher than described interior back cord height.
The design feature that stalk concreting of the present invention moves integrally mould bases is also: be fixedly installed operating platform in the outside of described outer back cord.
Feature that mould bases carries out the method for stalk concrete construction is constructed as follows to utilize stalk concreting of the present invention to move integrally:
Step 1: first build base course wall at stalk concrete wall position to be built place as guiding wall, in the both sides of described guiding wall, the lumps of wood is set respectively as chock, move integrally a pair longitudinal traveling steel rail in mould bases described in arranging at the external side parallel of described chock, and move integrally described in making mould bases be in described in stalk concrete wall to be built first build fragment position place;
Step 2: draw high adjustable inclined supporting leg and make template be upright, laterally adjustment screw mandrel is regulated to make template in place, move integrally between mould bases at symmetrically arranged a pair, by the vertical channel-section steel that connects, two side templates utilizations are fixedly installed pull bar, complete formwork erection and carry out building of the stalk concrete wall of first section of building;
Step 3: when the stalk concrete wall of described first section of building completes initial set, removal, to pull bar, regulates and laterally adjusts screw mandrel, template is retreated and leaves the stalk concrete wall of having built; Shrink adjustable inclined supporting leg, drive template system to rotate around movable pulley, make template be that outward-dipping leaving further has built shaping concrete wall, move integrally mould bases namely in removable state;
Step 4: next moving integrally that mould bases moves to stalk concrete wall described is built fragment position place along described longitudinal traveling steel rail;
Step 5: repeat step 2 to step 4, until complete building of stalk concrete wall.
Compared with the prior art, beneficial effect of the present invention is embodied in:
1, the present invention uses and moves integrally mould bases, and when carrying out stalk concreting, formwork erection speed is fast, shortens construction period.
2, the present invention moves integrally mould bases and is moved along traveling rail by road wheel, mobile convenient, action required personnel are few.
3, this is when form removal by regulating laterally adjustable screw mandrel and adjustable inclined supporting leg to realize form removal, and simple to operate, operating personnel are few, safe operation process is reliable.
4, operating platform of the present invention is directly attached on outer back cord, can greatly facilitate the operation process such as formwork reinforcement, concreting.
Accompanying drawing explanation
Fig. 1 is that the present invention moves integrally mould bases formwork erection view;
Fig. 1 a and Fig. 1 b is the close-up schematic view on Fig. 1 diverse location;
Fig. 2 is that the present invention moves integrally mould bases mobile status schematic diagram;
Number in the figure: 1 longitudinal traveling steel rail, 2 road wheels, 3 lower support member, 4 support platforms, 5 outer back cords, 6 movable pulleys, 7 transverse horizontal races, 8 horizontal adjustable screw mandrels, 9 adjustable inclined supporting legs, 10 vertical even channel-section steels, back cord in 11, back cord in 11a bottom, 12 templates, 12a bottom template, 12b apical grafting template, 13 two-way channel-section steels, 14 operating platforms, 15 guiding walls, 16 chocks, 17 pairs of pull bars, 18 stalk concrete walls, 19 balancing weights, 20 reinforcing bar pegs.
Detailed description of the invention
See Fig. 1, Fig. 1 a, Fig. 1 b and Fig. 2, in the present embodiment, it is arranged in the bilateral symmetry of stalk concrete wall to be built by a pair one-sided mould bases that moves integrally that stalk concreting moves integrally mould bases, and is fixedly connected with by pull bar.
In the present embodiment, the one-sided mould bases that moves integrally is set to:
Running gear is set, for bottom support with longitudinal traveling steel rail 1 of pair of parallel setting, described longitudinal traveling steel rail 1 is equipped with road wheel 2, described road wheel 2 can vertically move on longitudinal traveling steel rail 1, arranging lower support member 3 is supported by described road wheel 2, and utilizes road wheel 2 to vertically move on longitudinal traveling steel rail 1;
Arranging support regulating system, is be fixedly installed support platform 4 in described lower support member 3, in the inner side of described support platform 4 in uprightly arranging outer back cord 5; The bottom of described outer back cord 5 is set to movable pulley 6, and the support platform 4 of correspondence position is provided with transverse horizontal race 7, and described movable pulley 6 is equipped with in described transverse horizontal race 7, and can move in transverse horizontal race 7; The top being positioned at described transverse horizontal race 7 is provided with laterally adjustable screw mandrel 8, and one end of described transverse direction is adjustable screw mandrel 8 is hinged on the bottom of described outer back cord 5, the other end by Bracket setting in support platform 4; At the arranged outside adjustable inclined supporting leg 9 of described support platform 4, the top of the top braces of described adjustable inclined supporting leg 9 back cord 5 outside, forms the gusseted to described outer back cord 5 with described adjustable inclined supporting leg 9; Be connected with the vertical channel-section steel 10 that connects between back cord 5 outside longitudinally spaced each road;
Arrange template system, each piece of template 12 being connected by back cord 11 in longitudinally spaced each road is integral mold plate, described interior back cord 11 with between outer back cord 5 to be connected in longitudinal two-way channel-section steel 13.
In concrete enforcement, because support platform 4 has certain height, therefore can arrange separately bottom template 12a independent of described integral mold plate, described bottom template 12a refers to the template of height lower than the height of described movable pulley 6; And independent of described interior back cord 11, back cord 11a in bottom is set separately, in described bottom, back cord 11a is for fixing back cord in bottom template 12a by bottom to pull bar, in described bottom, back cord 11a can be affiliated to medial end in described support platform 4 by the reinforcing bar peg 20 be arranged on support platform 4 inner side end, and together moves with support platform 4.
For the ease of top construction, can arrange separately apical grafting template 12b independent of integral mold plate, described apical grafting template 12b refers to the template higher than described interior back cord 11 height.
For the ease of construction, be fixedly installed in the outside of described outer back cord 5 shown in operating platform 14, Fig. 1 in support platform 4, place the steadiness that balancing weight 19 can ensure to move integrally mould bases.
Utilizing stalk concreting to move integrally mould bases in the present embodiment, to carry out stalk concrete construction be carry out as follows:
Step 1: first build base course wall at stalk concrete wall position to be built place as guiding wall 15, in the both sides of described guiding wall 15, the lumps of wood is set respectively as chock 16, move integrally a pair longitudinal traveling steel rail in mould bases described in arranging at the external side parallel of described chock 16, and move integrally described in making mould bases be in described in stalk concrete wall to be built first build fragment position place;
Step 2: draw high adjustable inclined supporting leg 9 and make template 12 in upright, laterally adjustment screw mandrel is regulated to make template 12 in place, move integrally between mould bases at symmetrically arranged a pair, by vertical even channel-section steel 10, two side templates 12 are utilized to be fixedly installed pull bar 17, complete formwork erection and carry out building of the stalk concrete wall of first section of building, as shown in Figure 1;
Step 3: the stalk concrete wall of described first section of building complete initial set reach some strength time, removal, to pull bar 17, regulates and laterally adjusts screw mandrel, template 12 is retreated and leaves the stalk concrete wall of having built; Shrink adjustable inclined supporting leg 9, drive template system to rotate around movable pulley 6, make template 12 build shaping concrete wall in outward-dipping leaving further, move integrally mould bases namely in removable state;
Step 4: next moving integrally that mould bases moves to stalk concrete wall described is built fragment position place along described longitudinal traveling steel rail;
Step 5: repeat step 2 to step 4, until complete building of stalk concrete wall 18.
For arranging separately back cord 11a in bottom template 12a and bottom, and the situation of apical grafting template 12b is set separately, in formwork erection process, by the template 12 of first propping up vertical bottom template 12a, then Zhi Licheng entirety, the order finally propping up vertical apical grafting template 12b is constructed; To unload in mold process first removal apical grafting template 12b, then return in overall template 12, last removal bottom template 12a, wherein apical grafting template 12b places separately, bottom template 12a is affiliated to the medial end in support platform 4 by reinforcing bar peg 20, and together move with support platform 4, as shown in Figure 2.
Claims (5)
1. stalk concreting moves integrally a mould bases, is to be arranged in the bilateral symmetry of stalk concrete wall to be built by a pair one-sided mould bases that moves integrally, and is fixedly connected with by pull bar, it is characterized in that the described one-sided mould bases that moves integrally has:
Running gear, for bottom support with longitudinal traveling steel rail (1) of pair of parallel setting, described longitudinal traveling steel rail (1) is equipped with road wheel (2), described road wheel (2) can vertically move on longitudinal traveling steel rail (1), arranging lower support member (3) is supported by described road wheel (2), and utilizes road wheel (2) to vertically move on longitudinal traveling steel rail (1);
Supporting regulating system, is be fixedly installed support platform (4) in described lower support member (3), in the inner side of described support platform (4) in uprightly arranging outer back cord (5); The bottom of described outer back cord (5) is set to movable pulley (6), the support platform (4) of correspondence position is provided with transverse horizontal race (7), described movable pulley (6) is equipped with in described transverse horizontal race (7), and can be mobile in transverse horizontal race (7); The top being positioned at described transverse horizontal race (7) is provided with laterally adjustable screw mandrel (8), one end of described transverse direction is adjustable screw mandrel (8) is hinged on the bottom of described outer back cord (5), the other end by Bracket setting in support platform (4); At the arranged outside adjustable inclined supporting leg (9) of described support platform (4), the top of the top braces of described adjustable inclined supporting leg (9) back cord (5) outside, forms the gusseted to described outer back cord (5) with described adjustable inclined supporting leg (9); Be connected with the vertical channel-section steel (10) that connects between back cord (5) outside longitudinally spaced each road;
Template system, by back cord (11) in longitudinally spaced each road, each piece of template (12) is connected for integral mold plate, described interior back cord (11) with between outer back cord (5) to be connected in the two-way channel-section steel (13) of longitudinal direction.
2. stalk concreting according to claim 1 moves integrally mould bases, it is characterized in that: arrange separately bottom template (12a) independent of described integral mold plate, described bottom template (12a) refers to the template of height lower than the height of described movable pulley (6); And independent of described interior back cord (11), back cord in bottom (11a) is set separately, in described bottom, back cord (11a) is for fixing back cord in bottom template by bottom to pull bar, and in described bottom, back cord (11a) can be affiliated to medial end in described support platform (4) by the reinforcing bar peg be arranged on support platform (4) inner side end.
3. stalk concreting according to claim 1 moves integrally mould bases, it is characterized in that: arrange separately apical grafting template (12b) independent of described integral mold plate, described apical grafting template (12b) refers to the template higher than described interior back cord (11) height.
4. stalk concreting according to claim 1 moves integrally mould bases, it is characterized in that: be fixedly installed operating platform (14) in the outside of described outer back cord (5).
5. utilize the stalk concreting described in claim 1 to move integrally the method that mould bases carries out stalk concrete construction, it is characterized in that constructing as follows:
Step 1: first build base course wall at stalk concrete wall position to be built place as guiding wall (15), in the both sides of described guiding wall (15), the lumps of wood is set respectively as chock (16), move integrally a pair longitudinal traveling steel rail (1) in mould bases described in arranging at the external side parallel of described chock (16), and move integrally described in making mould bases be in described in stalk concrete wall to be built first build fragment position place;
Step 2: draw high adjustable inclined supporting leg (9) and make template (12) in upright, laterally adjustable screw mandrel (8) is regulated to make template (12) in place, move integrally between mould bases at symmetrically arranged a pair, by the vertical channel-section steel (10) that connects, two side templates (12) utilization is fixedly installed pull bar (17), completes formwork erection and carry out building of the stalk concrete wall of first section of building;
Step 3: when the stalk concrete wall of described first section of building completes initial set, removal, to pull bar (17), regulates and laterally adjusts screw mandrel, template (12) is retreated and leaves the stalk concrete wall of having built; Shrink adjustable inclined supporting leg (9), band moving platen (12) system is rotated around movable pulley (6), make template (12) build shaping concrete wall in outward-dipping leaving further, move integrally mould bases namely in removable state;
Step 4: next moving integrally that mould bases moves to stalk concrete wall described is built fragment position place along described longitudinal traveling steel rail;
Step 5: repeat step 2 to step 4, until complete building of stalk concrete wall (18).
Priority Applications (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610241206.2A CN105926929B (en) | 2014-10-15 | 2014-10-15 | A kind of pouring construction method of stalk concrete |
| CN201410545653.8A CN104314305B (en) | 2014-10-15 | 2014-10-15 | Stalk concreting moves integrally mould bases and application thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410545653.8A CN104314305B (en) | 2014-10-15 | 2014-10-15 | Stalk concreting moves integrally mould bases and application thereof |
Related Child Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610241206.2A Division CN105926929B (en) | 2014-10-15 | 2014-10-15 | A kind of pouring construction method of stalk concrete |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104314305A true CN104314305A (en) | 2015-01-28 |
| CN104314305B CN104314305B (en) | 2016-04-27 |
Family
ID=52369605
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610241206.2A Active CN105926929B (en) | 2014-10-15 | 2014-10-15 | A kind of pouring construction method of stalk concrete |
| CN201410545653.8A Active CN104314305B (en) | 2014-10-15 | 2014-10-15 | Stalk concreting moves integrally mould bases and application thereof |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610241206.2A Active CN105926929B (en) | 2014-10-15 | 2014-10-15 | A kind of pouring construction method of stalk concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN105926929B (en) |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104895108A (en) * | 2015-05-28 | 2015-09-09 | 杭州江润科技有限公司 | Bailey piece assembled movable-type truss unilateral framework system construction method |
| CN105113783A (en) * | 2015-08-07 | 2015-12-02 | 武汉理工大学 | Construction formwork of gypsum cast-in-place wall and construction method of construction formwork |
| CN105799054A (en) * | 2016-04-25 | 2016-07-27 | 中铁隧道集团二处有限公司 | Self-propelled hydraulic positioning and demolding type tunnel sinking pipe section prefabricating formwork |
| CN107142961A (en) * | 2017-05-23 | 2017-09-08 | 中建五局土木工程有限公司 | Concreting moves integrally mould bases |
| CN107313589A (en) * | 2017-08-04 | 2017-11-03 | 上海建工五建集团有限公司 | Outer wall of basement one side steel form support system and its construction method |
| CN107575023A (en) * | 2017-10-25 | 2018-01-12 | 中铁科建有限公司 | A kind of sliding formwork component and apply its caisson cutting edge layer slding form operation method |
| CN111911198A (en) * | 2020-08-14 | 2020-11-10 | 中交路桥建设有限公司 | Rapid supporting structure for tunnel guide wall template and construction method |
| CN112609964A (en) * | 2020-12-17 | 2021-04-06 | 中国核工业第五建设有限公司 | Movable formwork assembly and construction method of building formwork |
| US20220162868A1 (en) * | 2020-11-23 | 2022-05-26 | Plumwall Bracing Systems Inc. | Alignment device for concrete forms |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108589767A (en) * | 2018-07-05 | 2018-09-28 | 上海市机械施工集团有限公司 | A kind of turnbuckle single side formwork erection tiltedly throws support arrangement and its construction method |
| CN108908663A (en) * | 2018-07-26 | 2018-11-30 | 北京市燕通建筑构件有限公司 | A kind of Novel interior wall plate formwork erection and its application method |
| CN111364516A (en) * | 2020-04-17 | 2020-07-03 | 中国建筑土木建设有限公司 | Supporting and dismantling walking system for pipeline gallery wallboard running water construction and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100537025B1 (en) * | 2005-08-12 | 2005-12-16 | (주)천일기술단 | Movable cast can be used curve part of breast |
| CN2797508Y (en) * | 2005-05-10 | 2006-07-19 | 魏炜 | Guiding rolling sliding form |
| CN2869202Y (en) * | 2006-01-04 | 2007-02-14 | 中国建筑第八工程局第二建筑公司 | External-hooping internal-arching sliding form device |
| CN202430992U (en) * | 2012-01-20 | 2012-09-12 | 李法爱 | Vertical cast-in-situ wallboard machine |
| CN204126257U (en) * | 2014-10-15 | 2015-01-28 | 中铁四局集团有限公司 | Stalk concreting moves integrally mould bases |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0598797A4 (en) * | 1991-08-13 | 1994-11-02 | Antonio John Lazzarotto | Construction of annular walls. |
| CN2654768Y (en) * | 2003-11-14 | 2004-11-10 | 北京建工集团有限责任公司 | Large mould plate demould movable support device |
| KR100643528B1 (en) * | 2006-08-10 | 2006-11-10 | (주)삼주엔지니어링 건축사사무소 | Installation structure of temporary wall in assembly type for building |
| CN201228440Y (en) * | 2008-07-07 | 2009-04-29 | 通州建总集团有限公司 | Horizontal mobile device for big steel form plate system |
| CN201297030Y (en) * | 2008-11-24 | 2009-08-26 | 中铁十六局集团有限公司 | Movable template |
| CN202299399U (en) * | 2011-10-20 | 2012-07-04 | 刘发清 | Building template for pouring indoor wall |
| CN103397658B (en) * | 2013-08-13 | 2015-06-10 | 宁波建工股份有限公司 | Construction method of single-side support-formwork system backing on brick mixing retaining wall |
-
2014
- 2014-10-15 CN CN201610241206.2A patent/CN105926929B/en active Active
- 2014-10-15 CN CN201410545653.8A patent/CN104314305B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2797508Y (en) * | 2005-05-10 | 2006-07-19 | 魏炜 | Guiding rolling sliding form |
| KR100537025B1 (en) * | 2005-08-12 | 2005-12-16 | (주)천일기술단 | Movable cast can be used curve part of breast |
| CN2869202Y (en) * | 2006-01-04 | 2007-02-14 | 中国建筑第八工程局第二建筑公司 | External-hooping internal-arching sliding form device |
| CN202430992U (en) * | 2012-01-20 | 2012-09-12 | 李法爱 | Vertical cast-in-situ wallboard machine |
| CN204126257U (en) * | 2014-10-15 | 2015-01-28 | 中铁四局集团有限公司 | Stalk concreting moves integrally mould bases |
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104895108A (en) * | 2015-05-28 | 2015-09-09 | 杭州江润科技有限公司 | Bailey piece assembled movable-type truss unilateral framework system construction method |
| CN105113783A (en) * | 2015-08-07 | 2015-12-02 | 武汉理工大学 | Construction formwork of gypsum cast-in-place wall and construction method of construction formwork |
| CN105799054A (en) * | 2016-04-25 | 2016-07-27 | 中铁隧道集团二处有限公司 | Self-propelled hydraulic positioning and demolding type tunnel sinking pipe section prefabricating formwork |
| CN107142961A (en) * | 2017-05-23 | 2017-09-08 | 中建五局土木工程有限公司 | Concreting moves integrally mould bases |
| CN107313589A (en) * | 2017-08-04 | 2017-11-03 | 上海建工五建集团有限公司 | Outer wall of basement one side steel form support system and its construction method |
| CN107575023A (en) * | 2017-10-25 | 2018-01-12 | 中铁科建有限公司 | A kind of sliding formwork component and apply its caisson cutting edge layer slding form operation method |
| CN111911198A (en) * | 2020-08-14 | 2020-11-10 | 中交路桥建设有限公司 | Rapid supporting structure for tunnel guide wall template and construction method |
| US20220162868A1 (en) * | 2020-11-23 | 2022-05-26 | Plumwall Bracing Systems Inc. | Alignment device for concrete forms |
| CN112609964A (en) * | 2020-12-17 | 2021-04-06 | 中国核工业第五建设有限公司 | Movable formwork assembly and construction method of building formwork |
Also Published As
| Publication number | Publication date |
|---|---|
| CN105926929A (en) | 2016-09-07 |
| CN104314305B (en) | 2016-04-27 |
| CN105926929B (en) | 2018-01-30 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104314305B (en) | Stalk concreting moves integrally mould bases and application thereof | |
| CN105736016A (en) | Tunnel secondary lining steel bar framework construction equipment and application thereof | |
| CN102587295B (en) | Under-supported basket form fine-adjustment system and under-supported basket form adjustment method | |
| CN106348188A (en) | Method for manufacturing gantry type building construction lifting device | |
| CN205778918U (en) | Loess tunnel excavation and just formwork build concrete construction combined type chassis | |
| CN202544854U (en) | Lining trolley for subway station | |
| CN204126257U (en) | Stalk concreting moves integrally mould bases | |
| CN107630709A (en) | A kind of bored tunnel construction portable chassis and its construction method | |
| CN202132052U (en) | Fully-hydraulic tunnel inverted arch trestle-type mobile mold frame | |
| CN205100119U (en) | Steel form device in self -propelled | |
| CN206128621U (en) | Folding template construction system | |
| CN205936645U (en) | A full liquid die plate system for culvert is pour | |
| CN105858488A (en) | Indoor and outdoor moving hoisting frame for buildings | |
| CN205206840U (en) | Tunnel lining platform truck portal bearing structure | |
| CN202730709U (en) | Movable formwork for construction of dock wall | |
| CN206111212U (en) | Rock -anchored beam construction trolley car | |
| CN204982686U (en) | A triangle string basket for building bridge floor | |
| CN201400997Y (en) | Step alternate support platform device | |
| JP6491582B2 (en) | Mobile trolley | |
| CN203394008U (en) | Suspension type hanging bracket used on plane truss | |
| CN203319589U (en) | Hoisting machine for installing air hose | |
| CN206329349U (en) | A kind of tunnel-liner closure mould bases | |
| CN216110747U (en) | Combined tunnel multifunctional operation rack | |
| CN106761827B (en) | A kind of tunnel-liner closure mould bases | |
| CN206128625U (en) | Smooth empty reverse mould device |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |