CN107762140A - Piping lane leads wall exterior sheathing and its erection method - Google Patents
Piping lane leads wall exterior sheathing and its erection method Download PDFInfo
- Publication number
- CN107762140A CN107762140A CN201710993054.6A CN201710993054A CN107762140A CN 107762140 A CN107762140 A CN 107762140A CN 201710993054 A CN201710993054 A CN 201710993054A CN 107762140 A CN107762140 A CN 107762140A
- Authority
- CN
- China
- Prior art keywords
- external mold
- slab element
- wheel
- exterior sheathing
- piping lane
- 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
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- 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
-
- 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
Piping lane of the present invention leads wall exterior sheathing, belongs to piping lane construction field, it is therefore an objective to which the piping lane provide a kind of convenient disassembly, reduce cost of labor, improve all transfer efficients, shortening the duration and ensure construction quality leads wall exterior sheathing and short erection method of die-filling time.Piping lane leads wall exterior sheathing, including the polylith steel external mold Slab element along piping lane genesis analysis and connector that adjacent two pieces of external mold Slab elements are docking together；The connector is detachably connected with external mold Slab element；The support system of support external mold Slab element is provided with the outside of every piece of external mold Slab element；Bottom on the outside of every piece of external mold Slab element is provided with running gear.The piping lane leads wall exterior sheathing, facilitates the dismounting that piping lane leads wall exterior sheathing；Alleviate spillage, the mould phenomenon that rises, leak and the phenomenon of infiltration；Improve all transfer efficients of template.Piping lane leads the erection method of wall exterior sheathing, has saved workmen, improves the transport velocity of external mold Slab element, shortens the die-filling time.
Description
Technical field
The invention belongs to piping lane construction field, particularly piping lane leads wall exterior sheathing and its erection method.
Background technology
Piping lane construction at present uses two-step pouring, i.e., from bottom to up, first pour bottom leads wall part, then pours again
Remainder.When leading wall and pouring, external mold is more using plank sheathing, aluminum alloy pattern plate and Wood-plastic formwork etc..Wherein, what plank sheathing needed is more
Supporting member；Formwork, form removal are time-consuming long, and all transfer efficients are low；The setting up, shift and dismantle etc. of template is required to more artificial
Cost；The number of turnover is few；And plank sheathing easily there is spillage when pouring, rise mould phenomena such as, cause form removal aftershaping effect poor, easily
There are the common quality defects such as faulting of slab ends, honeycomb, pitted skin.Aluminum alloy pattern plate needs also exist for more artificial；Turnaround speed is slightly faster than plank sheathing, but whole
Body is inefficient；Because aluminum alloy pattern plate is divided into the block of very little, splicing is more, easily occurs spillage phenomenon when pouring, form removal is followed by
Easily occurs faulting of slab ends at seam, molding effect is general.Wood moulding mould needs also exist for more cost of labor, supporting member；All transfer efficients compared with
It is low；And its rigidity is poor, easily occurs the mould phenomenon that rises when pouring, molding effect is general.
The content of the invention
The technical problems to be solved by the invention be to provide a kind of convenient disassembly, reduce cost of labor, improve all transfer efficients,
Shorten the duration and ensure that the piping lane of construction quality leads wall exterior sheathing and which shorten the piping lane of die-filling time to lead taking for wall exterior sheathing
Equipment, method.
The technical solution adopted by the present invention is：Piping lane leads wall exterior sheathing, including along outside the polylith steel of piping lane genesis analysis
Modular unit and the connector that adjacent two pieces of external mold Slab elements are docking together；The connector and external mold Slab element are detachable
Connection；The support system of support external mold Slab element is provided with the outside of every piece of external mold Slab element；Outside every piece of external mold Slab element
The bottom of side is provided with running gear.
Further, the support system includes the supporting plate one that piping lane bed course is anchored in by rear anchor piece, the branch
Fagging one is hinged with exterior sheathing unit bottom.
Further, the support system includes telescopic diagonal brace and the branch of piping lane bed course is anchored in by rear anchor piece
Fagging two, described diagonal brace one end are hinged with external mold Slab element, and the other end is be hinged with supporting plate two.
Further, the running gear includes wheel, wheel shank, limited block one and spring；The wheel shank passes through rotary shaft
It is connected with exterior sheathing unit rotational, the wheel shank is divided into construction section and handle section by rotary shaft along its length；The wheel
It is installed on the end of construction section, the length and wheel for rotating shaft centre line and being less than construction section to the distance of external mold Slab element bottom
Sub- radius sum；The spring one end is fixed on external mold Slab element, and the other end is connected with construction section；The limited block one is fixed on
External mold Slab element is used to stop wheel shank；
When wheel is in walking states, using the straight line by wheel spindle central and spring fixed end as line of demarcation, institute
State wheel and be located at the homonymy in line of demarcation with limited block one；And the preceding line direction of wheel is referred to by the side in the place line of demarcation of limited block one
To the opposite side in line of demarcation.
Further, the spring is fixedly connected with the end of construction section.
Further, the limited block one is installed on the bottom of external mold Slab element, and the fixing end of spring is located at limited block one
Top.
Further, including the limited block two that is fixed on the outside of external mold Slab element, the limited block two are located at limited block one
Top.
Piping lane leads the erection method of wall exterior sheathing, comprises the following steps：
Step 1: external mold Slab element is made, and the bottom on the outside of outer modular unit is provided with running gear, the walking
System includes wheel, wheel shank, limited block one and spring；The wheel shank is connected by rotary shaft with exterior sheathing unit rotational, described
Wheel shank is divided into construction section and handle section by rotary shaft along its length；The wheel is installed on the end of construction section, described turn
Moving axis center line is less than the length and wheel radius sum of construction section to the distance of external mold Slab element bottom；The spring one end is consolidated
Due to external mold Slab element, the other end is connected with construction section；The limited block one is fixed on external mold Slab element and is used to stop wheel shank；
When wheel is in walking states, using the straight line by wheel spindle central and spring fixed end center as boundary
Line, the wheel are located at the homonymy in line of demarcation with limited block one；And the preceding line direction of wheel is by the place line of demarcation of limited block one
Point to the opposite side in line of demarcation in side；
Enter Step 2: leading wall displacement according to the piping lane of the good line of bullet and will be moved to the external mold Slab element lower end of relevant position
Row positioning；And adjust the perpendicularity of external mold Slab element；
Wall exterior sheathing is led Step 3: external mold Slab element is docking together to be formed by connector；
Wall exterior sheathing is led Step 4: reinforcing again, checks its perpendicularity, makes to lead wall exterior sheathing and integrally fixes；
Step 5: lead wall exterior sheathing using the certain positioning fastener connection of spacing and lead template within the walls；
Step 6: be accomplished to wait leading wall concreting up to after curing period, dismounting lead wall exterior sheathing and lead within the walls template it
Between positioning fastener, the connection between connector and external mold Slab element and bed course between adjacent external mold Slab element；
Step 7: rotating, wheel shank is located at external mold Slab element bottom to wheel and construction section is against limited block one, promotes external mold
Slab element is to next construction section；Rotating wheel shank resets wheel；
Step 8: repeat step two is to step 7, until piping lane is led wall and poured and finishes.
Further, in step 2, external mold Slab element lower end is positioned using lower end detent mechanism；Utilize perpendicularity
Governor motion adjusts the perpendicularity of external mold Slab element；
The lower end detent mechanism includes being anchored in the supporting plate one of piping lane bed course and parallel to external mold by rear anchor piece
The connecting plate one that Slab element is set；The connecting plate one is fixed on external mold Slab element, and its bottom and the supporting plate one are close
One end of external mold Slab element is hinged；
The perpendicularity governor motion includes telescopic diagonal brace and the support of piping lane bed course is anchored in by rear anchor piece
Plate two, described diagonal brace one end are hinged with external mold Slab element, and the other end is be hinged with supporting plate two.
Further, the positioning fastener, which includes being arranged at, leads wall exterior sheathing and leads the connecting plate two above template within the walls,
21 sections of the connecting plate is connected by vertically arranged bearing pin with leading wall exterior sheathing, another section by vertically arranged bearing pin with
Template within the walls is led to be connected.
The beneficial effects of the invention are as follows：Piping lane leads wall exterior sheathing, and external mold Slab element is steel form, and it can use larger area
Steel plate block be made, i.e., compared with prior art, reduce and form piping lane and lead the unit plate of wall exterior sheathing, accordingly reduce phase
Connector between adjacent unit plate, so as to facilitate the dismounting that piping lane leads wall exterior sheathing, reduce the die-filling and form removal time；
Exactly because also unit plate quantity is reduced, correspondingly the seam between unit plate is reduced, so as to reduce easy spillage site,
The integral rigidity that the piping lane formed simultaneously leads wall exterior sheathing is improved, the alleviation that mould phenomenon obtains of rising；
The support system of support external mold Slab element is arranged at the outside of every piece of external mold Slab element, avoids and is leading wall exterior sheathing
Screw arbor with nut at both-ends is set between template within the walls with leading, avoids and pours rear Screw arbor with nut at both-ends opening position leak, the phenomenon of infiltration；
Every piece of exterior sheathing unit bottom is provided with running gear, it is only necessary to which two workmens can push away external mold Slab element
Extremely next construction section, improve all transfer efficients of template.
Piping lane leads the erection method of wall exterior sheathing, due to the setting of running gear so that every piece of external mold Slab element only needs
Two people can be pushed into next construction section, save workmen, improve the transport velocity of external mold Slab element；External mold Slab element
After perpendicularity is adjusted, wall exterior sheathing is led by the certain positioning fastener connection of spacing and leads template within the walls, without measurement
Lead wall exterior sheathing and lead the spacing between template within the walls, shorten the die-filling time.
Brief description of the drawings
Fig. 1 is schematic diagram of the present invention；
Fig. 2 is the support system schematic diagram of the present invention；
Fig. 3 is running gear schematic diagram of the present invention；
Two states when Fig. 4 is inapplicable running gear and use；
In figure, external mold Slab element 1, support system 2, supporting plate 1, diagonal brace 22, supporting plate 2 23, connecting plate 1, OK
Walking system 3, wheel 31, wheel shank 32, construction section 320, handle section 321, limited block 1, spring 34, limited block 2 35, line of demarcation
36th, connecting plate 24, bearing pin 5.
Embodiment
It is as follows that the present invention is described further with reference to the accompanying drawings and examples：
Piping lane leads wall exterior sheathing, as shown in figure 1, including the polylith steel external mold Slab element 1 along piping lane genesis analysis and inciting somebody to action
The connector that adjacent two pieces of external mold Slab elements 1 are docking together；The connector is detachably connected with external mold Slab element 1；Every
The outside of block external mold Slab element 1 is provided with the support system 2 of support external mold Slab element 1；At the bottom in every piece of outside of external mold Slab element 1
Portion is provided with running gear 3.
And prior art the present invention, external mold Slab element 1 are steel form, and it can use the steel plate block of larger area be made, i.e.,
Compare, reduce and form the unit plate that piping lane leads wall exterior sheathing, accordingly reduce the connector between adjacent cells plate, from
And the dismounting that piping lane leads wall exterior sheathing is facilitated, reduce the die-filling and form removal time；Also exactly because unit plate quantity subtracts
Few, correspondingly the seam between unit plate is reduced, and so as to reduce easy spillage site, while the piping lane formed leads wall exterior sheathing
Integral rigidity be improved, the alleviation that mould phenomenon obtains of rising；
The support system 2 of support external mold Slab element 1 is arranged at the outside of every piece of external mold Slab element 1, avoids and is leading outside wall
Template and lead Screw arbor with nut at both-ends is set between template within the walls, avoid and pour rear Screw arbor with nut at both-ends opening position leak, the phenomenon of infiltration；
Every piece of bottom of external mold Slab element 1 is provided with running gear 3, it is only necessary to which two workmens can be by external mold Slab element
1 is pushed into next construction section, improves all transfer efficients of template.
Preferably, as shown in Fig. 2 the support system 2 includes the supporting plate that piping lane bed course is anchored in by rear anchor piece
One 21, the supporting plate 1 is hinged with the bottom of external mold Slab element 1.Supporting plate 1 is determined in the external modular unit 1 in bottom
Position, it is hinged with the bottom of external mold Slab element 1, to adapt to the regulation of the perpendicularity of external mold Slab element 1.
For the ease of adjusting the perpendicularity of external mold Slab element 1, it is preferred that the support system 2 includes telescopic diagonal brace
22 and the supporting plate 2 23 of piping lane bed course is anchored in by rear anchor piece, described one end of diagonal brace 22 is be hinged with external mold Slab element 1, separately
One end is be hinged with supporting plate 2 23.Diagonal brace 22 not only acts as the effect of the perpendicularity of regulation external mold Slab element 1, and it also acts as support
The effect of external mold Slab element 1, diagonal brace 22 reduce external mold Slab element 1 in the outside-supporting external mold Slab element 1 of outer modular unit 1
Occur rising the risk of mould under the active force of casting concrete on the inside of it.
Running gear 3 can be to be installed on the train of the bottom of external mold Slab element 1, still, in order to meet to pour needs, train
Bottom necessarily be greater than the bottom of external mold Slab element 1, so must be provided with the rail system being adapted with train, add construction
Amount and cost, it is preferred that as Figure 3-Figure 4, the running gear 3 includes wheel 31, wheel shank 32, limited block 1 and spring
34；The wheel shank 32 is rotatablely connected by rotary shaft and external mold Slab element 1, and the wheel shank 32 is along its length by rotary shaft point
For construction section 320 and handle section 321；The wheel 31 is installed on the end of construction section 320, the rotation shaft centre line to external mold
The distance of the bottom of Slab element 1 is less than or equal to the length and the radius sum of wheel 31 of construction section 320；Described one end of spring 34 is consolidated
Due to external mold Slab element 1, the other end is connected with construction section 320；The limited block 1 is fixed on external mold Slab element 1 and is used to stop
Wheel shank 32；
When wheel 31 is in walking states, using the straight line by the spindle central of wheel 31 and the fixing end of spring 34 as boundary
Line 36, the wheel 31 are located at the homonymy in line of demarcation 36 with limited block 1；And the preceding line direction of wheel 31 is by limited block 1
Point to the opposite side in line of demarcation 36 in the side in place line of demarcation 36.
Running gear 3 disclosed by the invention, wheel 31 are installed on one end of wheel shank 32, by wheel shank 32 around external mold Slab element
Rotary shaft on 1 rotates, and wheel 31 is changed its relative position with external mold Slab element 1.By rotating shaft centre line outside
The distance of the bottom of modular unit 1 is less than the length and the radius sum of wheel 31 of construction section 320 so that, outside wheel 31 is moved to
During the lower end of modular unit 1, external mold Slab element 1 can be supported on bed course by wheel 31, and wheel 31 can move on bed course.And
The construction section 320 of wheel shank 32 is fixed on external mold Slab element 1 by spring 34, and with the collective effect of limited block 1, play restriction
The effect of the position of construction section 320.When wheel 31 is in walking states, the wheel 31 is located at line of demarcation 36 with limited block 1
Homonymy；And the preceding line direction of wheel 31 is pointed to the opposite side in line of demarcation 36 by the side in the place line of demarcation 36 of limited block 1,
In this way, position when wheel 31 to be just locked in walking states, be moved to when external mold Slab element 1 needed for position after or in pouring
When building state, wheel shank 32 is rotated, wheel 31 is in the top of the low side of external mold Slab element 1.
In order to improve torque of the elastic force of spring 34 to rotary shaft, it is preferred that the end of the spring 34 and construction section 320 is consolidated
Fixed connection.
Limited block 1 is more remote apart from rotary shaft, and its blocking effect to construction section 320 is better, therefore, it is preferred that the limit
Position block 1 is installed on the bottom of external mold Slab element 1, and the fixing end of spring 34 is located at the top of limited block 1.
When external mold Slab element 1 need not walk, for the region for being limited to specify by wheel 31, it is preferred that including solid
Due to the limited block 2 35 in the outside of external mold Slab element 1, the limited block 2 35 is located at the top of limited block 1.
Piping lane leads the erection method of wall exterior sheathing, comprises the following steps：
Step 1: making external mold Slab element 1, and the bottom in the outer outside of modular unit 1 is provided with running gear 3, it is described
Running gear 3 includes wheel 31, wheel shank 32, limited block 1 and spring 34；The wheel shank 32 passes through rotary shaft and exterior sheathing list
Member 1 is rotatablely connected, and the wheel shank 32 is divided into construction section 320 and handle section 321 by rotary shaft along its length；The wheel 31
The end of construction section 320 is installed on, the shaft centre line that rotates is less than construction section 320 to the distance of the bottom of external mold Slab element 1
Length and the radius sum of wheel 31；External mold Slab element 1 is fixed in described one end of spring 34, and the other end is connected with construction section 320；Institute
State limited block 1 and be fixed on external mold Slab element 1 for stopping wheel shank 32；
When wheel 31 is in walking states, using the straight line by the spindle central of wheel 31 and the fixing end center of spring 34 as
Line of demarcation 36, the wheel 31 are located at the homonymy in line of demarcation 36 with limited block 1；And the preceding line direction of wheel 31 is by limited block
Point to the opposite side in line of demarcation 36 in the side at one 33 places line of demarcation 36；
Step 2: the lower end of external mold Slab element 1 that wall displacement will be moved to relevant position is led according to the piping lane of the good line of bullet
Positioned；And adjust the perpendicularity of external mold Slab element 1；
Wall exterior sheathing is led Step 3: external mold Slab element 1 is docking together to be formed by connector；
Wall exterior sheathing is led Step 4: reinforcing again, checks its perpendicularity, makes to lead wall exterior sheathing and integrally fixes；
Step 5: lead wall exterior sheathing using the certain positioning fastener connection of spacing and lead template within the walls；
Step 6: be accomplished to wait leading wall concreting up to after curing period, dismounting lead wall exterior sheathing and lead within the walls template it
Between positioning fastener, the connection between connector and external mold Slab element 1 and bed course between adjacent external mold Slab element 1；
Step 7: rotating, wheel shank 32 to wheel 31 is located at the bottom of external mold Slab element 1 and construction section 320 is against limited block one
33, external mold Slab element 1 is promoted to next construction section；Rotating wheel shank 32 resets wheel 31；
Step 8: repeat step two is to step 7, until piping lane is led wall and poured and finishes.
This piping lane leads the erection method of wall exterior sheathing, due to the setting of running gear 3 so that every piece of external mold Slab element 1 is only
Need two people to be pushed into next construction section, saved workmen, improve the transport velocity of external mold Slab element 1；External mold
After the perpendicularity of Slab element 1 is adjusted, wall exterior sheathing is led by the certain positioning fastener connection of spacing and leads template within the walls, nothing
It need to measure and lead wall exterior sheathing and lead the spacing between template within the walls, shorten the die-filling time.
Preferably, in step 2, the lower end of external mold Slab element 1 is positioned using lower end detent mechanism；Utilize perpendicularity
The perpendicularity of governor motion regulation external mold Slab element 1；
The lower end detent mechanism includes being anchored in the supporting plate 1 of piping lane bed course and parallel to outer by rear anchor piece
The connecting plate 1 that modular unit 1 is set；The connecting plate 1 is fixed on external mold Slab element 1, and its bottom and the support
Plate 1 is hinged close to one end of external mold Slab element 1.
The perpendicularity governor motion includes telescopic diagonal brace 22 and the branch of piping lane bed course is anchored in by rear anchor piece
Fagging 2 23, described one end of diagonal brace 22 is be hinged with external mold Slab element 1, and the other end is be hinged with supporting plate 2 23.
Preferably, the positioning fastener, which includes being arranged at, leads wall exterior sheathing and leads the connecting plate 24 above template within the walls, institute
State 241 sections of connecting plate by vertically arranged bearing pin 5 with leading wall exterior sheathing to be connected, another section passes through vertically arranged bearing pin 5
It is connected with leading template within the walls.Coordinated by connecting plate 24 and bearing pin 5, improve the efficiency of assembling of connecting plate 24 and facilitate and tear open
Unload.
Claims (10)
1. piping lane leads wall exterior sheathing, it is characterised in that：Including the polylith steel external mold Slab element (1) along piping lane genesis analysis and incite somebody to action
The connector that adjacent two pieces of external mold Slab elements (1) are docking together；The connector is detachably connected with external mold Slab element (1)；
The support system (2) of support external mold Slab element (1) is provided with the outside of every piece of external mold Slab element (1)；In every piece of exterior sheathing list
Bottom on the outside of first (1) is provided with running gear (3).
2. piping lane as claimed in claim 1 leads wall exterior sheathing, it is characterised in that：The support system (2) includes passing through rear anchor
Firmware is anchored in the supporting plate one (21) of piping lane bed course, and the supporting plate one (21) is hinged with external mold Slab element (1) bottom.
3. piping lane as claimed in claim 1 or 2 leads wall exterior sheathing, it is characterised in that：The support system (2) includes scalable
Diagonal brace (22) and the supporting plate two (23) of piping lane bed course is anchored in by rear anchor piece, described diagonal brace (22) one end and exterior sheathing
Unit (1) is be hinged, and the other end is be hinged with supporting plate two (23).
4. piping lane as claimed in claim 1 leads wall exterior sheathing, it is characterised in that：The running gear (3) include wheel (31),
Wheel shank (32), limited block one (33) and spring (34)；The wheel shank (32) is rotated by rotary shaft and external mold Slab element (1) to be connected
Connect, the wheel shank (32) is divided into construction section (320) and handle section (321) by rotary shaft along its length；The wheel (31)
The end of construction section (320) is installed on, the rotation shaft centre line is less than construction section to the distance of external mold Slab element (1) bottom
(320) length and wheel (31) radius sum；External mold Slab element (1), the other end and peace are fixed in described spring (34) one end
Section (320) is filled to be connected；The limited block one (33) is fixed on external mold Slab element (1) and is used to stop wheel shank (32)；
When wheel (31) is in walking states, to pass through the straight line of wheel (31) spindle central and spring (34) fixing end center
For line of demarcation (36), the wheel (31) is located at the homonymy in line of demarcation (36) with limited block one (33)；And wheel (31) is forward
Point to the opposite side of line of demarcation (36) in direction side of line of demarcation (36) where limited block one (33).
5. piping lane as claimed in claim 4 leads wall exterior sheathing, it is characterised in that：The spring (34) and construction section (320)
End is fixedly connected.
6. piping lane as claimed in claim 4 leads wall exterior sheathing, it is characterised in that：The limited block one (33) is installed on exterior sheathing
The bottom of unit (1), the fixing end of spring (34) are located above limited block one (33).
7. piping lane as claimed in claim 5 leads wall exterior sheathing, it is characterised in that：Including being fixed on the outside of external mold Slab element (1)
Limited block two (35), the limited block two (35) is located above limited block one (33).
8. piping lane leads the erection method of wall exterior sheathing, it is characterised in that：Comprise the following steps：
Step 1: external mold Slab element (1) is made, and the bottom on the outside of outer modular unit (1) is provided with running gear (3), institute
Stating running gear includes wheel (31), wheel shank (32), limited block one (33) and spring (34)；The wheel shank (32) passes through rotary shaft
It is rotatablely connected with external mold Slab element (1), the wheel shank (32) is divided into construction section (320) and handle by rotary shaft along its length
Section (321)；The wheel (31) is installed on the end of construction section (320), the rotation shaft centre line to external mold Slab element (1) bottom
The distance at end is less than the length and wheel (31) radius sum of construction section (320)；Exterior sheathing is fixed in described spring (34) one end
Unit (1), the other end are connected with construction section (320)；The limited block one (33) be fixed on external mold Slab element (1) be used for stop wheel
Handle (32)；
When wheel (31) is in walking states, to pass through the straight line of wheel (31) spindle central and spring (34) fixing end center
For line of demarcation (36), the wheel (31) is located at the homonymy in line of demarcation (36) with limited block one (33)；And wheel (31) is forward
Point to the opposite side of line of demarcation (36) in direction side of line of demarcation (36) where limited block one (33)；
Enter Step 2: leading wall displacement according to the piping lane of the good line of bullet and will be moved to external mold Slab element (1) lower end of relevant position
Row positioning；And adjust the perpendicularity of external mold Slab element (1)；
Wall exterior sheathing is led Step 3: external mold Slab element (1) is docking together to be formed by connector；
Wall exterior sheathing is led Step 4: reinforcing again, checks its perpendicularity, makes to lead wall exterior sheathing and integrally fixes；
Step 5: lead wall exterior sheathing using the certain positioning fastener connection of spacing and lead template within the walls；
Step 6: be accomplished to wait leading wall concreting up to after curing period, dismounting is led wall exterior sheathing and led between template within the walls
Position connection of the connector and external mold Slab element (1) between fastener, adjacent external mold Slab element (1) between bed course；
Step 7: rotating, wheel shank (32) to wheel (31) is located at external mold Slab element (1) bottom and construction section (320) is against limited block
One (33), external mold Slab element (1) is promoted to next construction section；Rotating wheel shank (32) resets wheel (31)；
Step 8: repeat step two is to step 7, until piping lane is led wall and poured and finishes.
9. piping lane as claimed in claim 8 leads the erection method of wall exterior sheathing, it is characterised in that：In step 2, lower end is utilized
Detent mechanism is positioned external mold Slab element (1) lower end；Utilize the vertical of perpendicularity governor motion regulation external mold Slab element (1)
Degree；
The lower end detent mechanism includes being anchored in the supporting plate one (21) of piping lane bed course and parallel to external mold by rear anchor piece
The connecting plate one (24) that Slab element (1) is set；The connecting plate one (24) is fixed on external mold Slab element (1), and its bottom and institute
Supporting plate one (21) is stated to be hinged close to one end of external mold Slab element (1)；
The perpendicularity governor motion includes telescopic diagonal brace (22) and the support of piping lane bed course is anchored in by rear anchor piece
Plate two (23), described diagonal brace (22) one end is be hinged with external mold Slab element (1), and the other end is be hinged with supporting plate two (23).
10. piping lane as claimed in claim 8 leads the erection method of wall exterior sheathing, it is characterised in that：The positioning fastener includes
It is arranged at and leads wall exterior sheathing and lead the connecting plate two (4) above template within the walls, one section of the connecting plate two (4) is by vertically arranged
Bearing pin (5) be connected with leading wall exterior sheathing, another section is connected by vertically arranged bearing pin (5) with leading template within the walls.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710993054.6A CN107762140B (en) | 2017-10-23 | 2017-10-23 | Piping lane leads wall exterior sheathing and its erection method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710993054.6A CN107762140B (en) | 2017-10-23 | 2017-10-23 | Piping lane leads wall exterior sheathing and its erection method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107762140A true CN107762140A (en) | 2018-03-06 |
| CN107762140B CN107762140B (en) | 2019-10-25 |
Family
ID=61269906
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201710993054.6A Active CN107762140B (en) | 2017-10-23 | 2017-10-23 | Piping lane leads wall exterior sheathing and its erection method |
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| CN108661307A (en) * | 2018-06-22 | 2018-10-16 | 中国五冶集团有限公司 | A kind of concrete wall template location structure and method |
| CN108798014A (en) * | 2018-05-21 | 2018-11-13 | 黄素兰 | Support securing device for building |
| CN110777659A (en) * | 2019-10-17 | 2020-02-11 | 闫相明 | Construction method of box culvert template system |
| CN112523089A (en) * | 2020-11-06 | 2021-03-19 | 江苏镇江路桥工程有限公司 | Template is pour to disconnect-type bridge central authorities rail guard |
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| CN112523089A (en) * | 2020-11-06 | 2021-03-19 | 江苏镇江路桥工程有限公司 | Template is pour to disconnect-type bridge central authorities rail guard |
| CN112523089B (en) * | 2020-11-06 | 2022-07-08 | 江苏镇江路桥工程有限公司 | Template is pour to disconnect-type bridge central authorities rail guard |
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| CN107762140B (en) | 2019-10-25 |
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