CN105926929A - Straight wall concrete pouring construction method - Google Patents
Straight wall concrete pouring construction method Download PDFInfo
- Publication number
- CN105926929A CN105926929A CN201610241206.2A CN201610241206A CN105926929A CN 105926929 A CN105926929 A CN 105926929A CN 201610241206 A CN201610241206 A CN 201610241206A CN 105926929 A CN105926929 A CN 105926929A
- Authority
- CN
- China
- Prior art keywords
- template
- back cord
- stalk
- mould bases
- pouring
- 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.)
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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 a straight wall concrete pouring construction method. An integrated moveable framework used for construction is formed by a pair of unilateral integrated moveable frameworks, symmetrically arranged on two sides of a to-be-poured straight wall concrete wall. The method is characterized by providing the integrated moveable framework including a running system, a supporting adjusting system, and a template system. The unilateral integrated moveable framework uses the supporting adjusting system to integrally stand mould, and integrally moves by the running system. The integrated moveable framework is used for pouring straight wall concrete. The method can realize rapid mould standing, and greatly shortens construction time, reduces labor intensity of workers, eliminates potential safety hazard, and improves working efficiency.
Description
The application is Application No. 2014105456538, filing date on October 15th, 2014, and invention entitled stalk mixes
Solidifying soil pours and moves integrally mould bases and application thereof, applies for the divisional application of artificial China Railway No.4 Bureau Group Co., Ltd.
Technical field
The present invention relates to the pouring construction method of stalk concrete in a kind of engineering construction.
Background technology
In prior art, the template pouring use of aimed wall concrete, generally use the little template assembly of sizing or bulk
Template assembly, by reinforcing pull bar, needs erection construction scaffold simultaneously.One section concrete has poured, and tears template, scaffold open
Carry out assembly after removing again and pour next section of stalk concrete, sometimes, use a large scale investment, increase concrete stalk segmentation
The length poured.Template assembly and construction scaffolding erection construction cycle length, labor strength is big, potential safety hazard is many.
Summary of the invention
The present invention is for avoiding the weak point existing for above-mentioned prior art, it is provided that a kind of pouring of stalk concrete is executed
Work method, it is achieved quickly aimed wall concreting formwork erection, shortens the engineering time, reduces labor strength, eliminate safety hidden
Suffer from, improve work efficiency.
The present invention solves technical problem and adopts the following technical scheme that
Stalk concreting of the present invention moves integrally mould bases, is to be moved integrally mould bases at stalk to be poured by a pair one side
The lateral symmetry of concrete wall is arranged, and is connected by pull bar is fixing, and it is structurally characterized in that described one side moves integrally mould bases
Have:
Running gear, is with longitudinal traveling steel rail of pair of parallel setting as bottom support, at described longitudinal traveling steel rail
On be equipped with road wheel, described road wheel can vertically move on longitudinal traveling steel rail, and lower support member is by described row
Travelling wheel supports, and utilizes road wheel to vertically move on longitudinal traveling steel rail；
Support regulation system, be in described lower support member, to be fixedly installed support platform, in described support platform
Side is in uprightly arranging outer back cord；The bottom of described outer back cord is set to movable pulley, and the support platform of correspondence position is provided with horizontal stroke
To horizontal race, described movable pulley is equipped with in described transverse horizontal race, and can move in transverse horizontal race；?
Described transverse horizontal race be provided above laterally adjustable screw mandrel, one end of described laterally adjustable screw mandrel is hinged on the described outer back of the body
Stupefied bottom, the other end is arranged in support platform by support；Adjustable inclined supporting leg, institute are set in the outside of described support platform
State the top of the top braces back cord outside of adjustable inclined supporting leg, prop up with the triangle of the paired described outer back cord of described adjustable inclined leg-shaped
Support；It is connected with vertical even channel-section steel between back cord outside each road of longitudinally spaced setting；
Template system, is connected as integral mold plate by back cord in each road of longitudinally spaced setting by each piece of template, described
To be connected in longitudinal two-way channel-section steel between interior back cord with outer back cord.
The construction features that stalk concreting of the present invention moves integrally mould bases lies also in: independent of described integral mold plate list
Solely arranging bottom template, described bottom template refers to the height template less than the height of described movable pulley；And independent of described
Interior back cord is separately provided back cord in bottom, and in described bottom, back cord is the interior back of the body for pull bar is fixed bottom template by bottom
Stupefied, in described bottom, back cord can be affiliated in described support platform by the reinforcing bar peg being arranged on support platform inner side end
Medial end.
The construction features that stalk concreting of the present invention moves integrally mould bases lies also in: independent of described integral mold plate list
Solely arranging apical grafting template, described apical grafting template means above the template of described interior back cord height.
The construction features that stalk concreting of the present invention moves integrally mould bases lies also in: solid in the outside of described outer back cord
Operating platform is set surely.
The feature utilizing stalk concreting of the present invention to move integrally the method that mould bases carries out stalk concrete construction is
Construction as follows:
Step 1: first pour at stalk concrete wall position to be poured base course wall as guide wall, in institute
State and guide the both sides of wall and be respectively provided with the lumps of wood as chock, arrange at the external side parallel of described chock described in move integrally in mould bases
A pair longitudinal traveling steel rail, and move integrally described in making mould bases be in described in first the pouring of stalk concrete wall to be poured
At fragment position；
Step 2: drawing high adjustable inclined supporting leg and make template in uprightly, regulation laterally adjusts screw mandrel and makes template in place, in symmetry
Arrange moves integrally for a pair between mould bases, makes two side templates utilize by vertical even channel-section steel and is fixedly installed pull bar, completes formwork erection
And carry out the pouring of stalk concrete wall of first section of pouring；
Step 3: when the stalk concrete wall of described first section of pouring completes initial set, removal is to pull bar, and regulation is laterally
Adjust screw mandrel so that template retreats and leaves the stalk concrete wall poured；Shrink adjustable inclined supporting leg, drive template system
Rotating around movable pulley, it is outward-dipping further away from pouring the concrete wall of molding for making template, moves integrally mould bases i.e.
In removable state；
Step 4: the described mould bases that moves integrally is moved to next of stalk concrete wall along described longitudinal traveling steel rail
Pour at fragment position；
Step 5: repetition step 2 is to step 4, until completing pouring of stalk concrete wall.
Compared with the prior art, the present invention has the beneficial effect that:
1, the present invention uses and moves integrally mould bases, and when carrying out stalk concreting, formwork erection speed is fast, shortens construction week
Phase.
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 can realize form removal when form removal by the laterally adjustable screw mandrel of regulation and adjustable inclined supporting leg, simple to operate, behaviour
Make that 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 formwork reinforcement, concreting etc. to make
Industry process.
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；
Label in 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 laterally adjustable screw mandrels, 9 adjustable inclined supporting legs, 10 vertical even channel-section steels, back cord in 11, back cord in 11a bottom, 12
Template, 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
Seeing Fig. 1, Fig. 1 a, Fig. 1 b and Fig. 2, in the present embodiment, it is by a pair that stalk concreting moves integrally mould bases
One side moves integrally mould bases and arranges in the lateral symmetry of stalk concrete wall to be poured, and is connected by pull bar is fixing.
In the present embodiment, one side moves integrally mould bases and is set to:
Running gear is set, is with longitudinal traveling steel rail 1 of pair of parallel setting as bottom support, in described longitudinally walking
Being equipped with road wheel 2 on rail 1, described road wheel 2 can vertically move on longitudinal traveling steel rail 1, and lower support member 3 is
Supported by described road wheel 2, and utilize road wheel 2 to vertically move on longitudinal traveling steel rail 1；
Support regulation system is set, is to be fixedly installed support platform 4 in described lower support member 3, put down in described support
The inner side of platform 4 is 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
On be provided with transverse horizontal race 7, described movable pulley 6 is equipped with in described transverse horizontal race 7, and can be in transverse horizontal
Race 7 moves；In the laterally adjustable screw mandrel 8 that is provided above of transverse horizontal race 7, one end of described laterally adjustable screw mandrel 8
Being hinged on the bottom of described outer back cord 5, the other end is arranged in support platform 4 by support；Outside in described support platform 4
Arranging adjustable inclined supporting leg 9, the top of the top braces of described adjustable inclined supporting leg 9 back cord 5 outside, with described adjustable inclined supporting leg 9 shape
The gusseted of paired described outer back cord 5；It is connected with vertical even channel-section steel 10 between back cord 5 outside each road of longitudinally spaced setting
Connect；
Template system is set, back cord 11 in each road of longitudinally spaced setting each piece of template 12 is connected as non-detachable mold
Plate, to be connected in longitudinal two-way channel-section steel 13 between described interior back cord 11 and outer back cord 5.
In being embodied as, owing to support platform 4 has certain height, therefore can be independent independent of described integral mold plate
Arranging bottom template 12a, described bottom template 12a refers to the height template less than the height of described movable pulley 6；And independent of
Described interior back cord 11 is separately provided back cord 11a in bottom, and in described bottom, back cord 11a is for pull bar being fixed the end by bottom
The interior back cord of layer template 12a, in described bottom, back cord 11a can be hung by the reinforcing bar being arranged on support platform 4 inner side end
The medial end in described support platform 4 is affiliated to by bar 20, and together moves with support platform 4.
Construct for the ease of top, apical grafting template 12b, described apical grafting template can be separately provided independent of integral mold plate
12b means above the template of described interior back cord 11 height.
For the ease of construction, it is fixedly installed operating platform 14 in the outside of described outer back cord 5, flat in support shown in Fig. 1
Place balancing weight 19 on platform 4 and can ensure that the steadiness moving integrally mould bases.
Utilizing stalk concreting move integrally mould bases to carry out stalk concrete construction in the present embodiment is by following step
Suddenly carry out:
Step 1: first pour at stalk concrete wall position to be poured base course wall as guide wall 15,
The both sides of described guiding wall 15 are respectively provided with the lumps of wood as chock 16, and the external side parallel at described chock 16 arranges described overall move
In dynamic model frame a pair longitudinal traveling steel rail, and move integrally described in making mould bases be in described in stalk concrete wall to be poured
First pours at fragment position；
Step 2: drawing high adjustable inclined supporting leg 9 and make template 12 in uprightly, regulation laterally adjusts screw mandrel and makes template 12 in place,
Move integrally between mould bases symmetrically arranged a pair, make two side templates 12 utilize by vertical even channel-section steel 10 and set pull bar 17 is fixing
Put, complete formwork erection and carry out the pouring, as shown in Figure 1 of stalk concrete wall of first section of pouring；
Step 3: the stalk concrete wall in described first section of pouring completes initial set when reaching some strength, and removal is to drawing
Bar 17, regulation laterally adjusts screw mandrel so that template 12 retreats and leaves the stalk concrete wall poured；Contraction adjustable inclined props up
Lower limb 9, drives template system to rotate around movable pulley 6, makes template 12 in outward-dipping further away from the concrete pouring molding
Body of wall, moves integrally mould bases i.e. in removable state；
Step 4: the described mould bases that moves integrally is moved to next of stalk concrete wall along described longitudinal traveling steel rail
Pour at fragment position；
Step 5: repetition step 2 is to step 4, until completing pouring of stalk concrete wall 18.
For being separately provided back cord 11a in bottom template 12a and bottom, and it is separately provided the situation of apical grafting template 12b,
During formwork erection, the template 12 overall by first propping up vertical bottom template 12a, then Zhi Licheng, finally prop up vertical apical grafting template 12b
Order is constructed；During mould unloading first removal apical grafting template 12b, then return in overall template 12, at the bottom of last removal
Layer template 12a, wherein apical grafting template 12b is placed separately, and bottom template 12a is affiliated in support platform 4 by reinforcing bar peg 20
Medial end, and together move with support platform 4, as shown in Figure 2.
Claims (4)
1. a pouring construction method for stalk concrete, is characterized in that:
Stalk concreting is set and moves integrally mould bases, be to be moved integrally mould bases at stalk concrete to be poured by a pair one side
The lateral symmetry of body of wall is arranged, and is connected by pull bar is fixing, and described one side moves integrally mould bases to be had:
Running gear, be the longitudinal traveling steel rail (1) with pair of parallel setting as bottom support, at described longitudinal traveling steel rail
(1) being equipped with road wheel (2) on, described road wheel (2) can vertically move on longitudinal traveling steel rail (1), lower support structure
Part (3) is to be supported by described road wheel (2), and utilizes road wheel (2) to vertically move on longitudinal traveling steel rail (1)；
Support regulation system, be in described lower support member (3), to be fixedly installed support platform (4), in described support platform (4)
Inner side in uprightly arranging outer back cord (5)；The bottom of described outer back cord (5) is set to movable pulley (6), and the support of correspondence position is put down
Being provided with transverse horizontal race (7) on platform (4), described movable pulley (6) is equipped with in described transverse horizontal race (7), and
Can move in transverse horizontal race (7)；It is provided above laterally adjustable screw mandrel (8), institute described transverse horizontal race (7)
The one end stating laterally adjustable screw mandrel (8) is hinged on the bottom of described outer back cord (5), and the other end is arranged on support platform by support
(4) on；Arrange adjustable inclined supporting leg (9) in the outside of described support platform (4), the top braces of described adjustable inclined supporting leg (9) exists
The top of outer back cord (5), forms the gusseted to described outer back cord (5) with described adjustable inclined supporting leg (9)；Longitudinally spaced
It is connected with vertical even channel-section steel (10) between back cord (5) outside each road arranged；
Template system, is connected as integral mold plate by back cord (11) in each road of longitudinally spaced setting by each piece of template (12),
To be connected in longitudinal two-way channel-section steel (13) between described interior back cord (11) and outer back cord (5).
The pouring construction method of described stalk concrete is to carry out as follows:
Step 1: first pour at stalk concrete wall position to be poured base course wall as guide wall (15), in institute
State and guide the both sides of wall (15) and be respectively provided with the lumps of wood and arrange described whole as chock (16), the external side parallel at described chock (16)
In body mobile formwork a pair longitudinal traveling steel rail (1), and move integrally described in making mould bases be in described in stalk coagulation to be poured
The first of cob wall body pours at fragment position；
Step 2: draw high adjustable inclined supporting leg (9) and make template (12) in uprightly, regulate laterally adjustable screw mandrel (8) and just make template (12)
Position, moves integrally between mould bases at symmetrically arranged a pair, makes two side templates (12) utilize pull bar by vertical even channel-section steel (10)
(17) it is fixedly installed, completes formwork erection and carry out the pouring of stalk concrete wall of first section of pouring；
Step 3: when the stalk concrete wall of described first section of pouring completes initial set, removal is to pull bar (17), and regulation is laterally
Adjust screw mandrel so that template (12) retreats and leaves the stalk concrete wall poured；Shrink adjustable inclined supporting leg (9), drive
Template (12) system rotates around movable pulley (6), makes template (12) in outward-dipping further away from the concrete pouring molding
Body of wall, moves integrally mould bases i.e. in removable state；
Step 4: the described mould bases that moves integrally is moved to next of stalk concrete wall and pours along described longitudinal traveling steel rail
At fragment position；
Step 5: repetition step 2 is to step 4, until completing pouring of stalk concrete wall (18).
The pouring construction method of stalk concrete the most according to claim 1, is characterized in that: water at described stalk concrete
Building and move integrally in mould bases, be separately provided bottom template (12a) independent of described integral mold plate, described bottom template (12a) is
Refer to the height template less than the height of described movable pulley (6)；And carry on the back in being separately provided bottom independent of described interior back cord (11)
Stupefied (11a), in described bottom, back cord (11a) is the interior back cord for pull bar is fixed bottom template by bottom, described bottom
Interior back cord (11a) can be affiliated in described support platform (4) by the reinforcing bar peg being arranged on support platform (4) inner side end
Medial end.
The pouring construction method of stalk concrete the most according to claim 1, is characterized in that: water at described stalk concrete
Building and move integrally in mould bases, be separately provided apical grafting template (12b) independent of described integral mold plate, described apical grafting template (12b) is
Refer to the template higher than described interior back cord (11) height.
The pouring construction method of stalk concrete the most according to claim 1, is characterized in that: water at described stalk concrete
Build and move integrally in mould bases, be fixedly installed operating platform (14) in the outside of described outer back cord (5).
Priority Applications (1)
| 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 |
Applications Claiming Priority (2)
| 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 |
| CN201610241206.2A CN105926929B (en) | 2014-10-15 | 2014-10-15 | A kind of pouring construction method of stalk concrete |
Related Parent Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410545653.8A Division CN104314305B (en) | 2014-10-15 | 2014-10-15 | Stalk concreting moves integrally mould bases and application thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN105926929A true CN105926929A (en) | 2016-09-07 |
| CN105926929B CN105926929B (en) | 2018-01-30 |
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| 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 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201410545653.8A Active CN104314305B (en) | 2014-10-15 | 2014-10-15 | Stalk concreting moves integrally mould bases and application thereof |
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| 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 |
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| 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 |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104314305A (en) | 2015-01-28 |
| CN105926929B (en) | 2018-01-30 |
| CN104314305B (en) | 2016-04-27 |
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