CN107762140B - External template of pipe gallery guide wall and erection method thereof - Google Patents
External template of pipe gallery guide wall and erection method thereof Download PDFInfo
- Publication number
- CN107762140B CN107762140B CN201710993054.6A CN201710993054A CN107762140B CN 107762140 B CN107762140 B CN 107762140B CN 201710993054 A CN201710993054 A CN 201710993054A CN 107762140 B CN107762140 B CN 107762140B
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- external mold
- plate unit
- mold plate
- wheel
- exterior sheathing
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- 238000000034 method Methods 0.000 title claims abstract description 14
- 238000010276 construction Methods 0.000 claims abstract description 54
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 8
- 239000010959 steel Substances 0.000 claims abstract description 8
- 230000003447 ipsilateral effect Effects 0.000 claims description 7
- 238000003032 molecular docking Methods 0.000 claims description 6
- 230000001105 regulatory effect Effects 0.000 claims description 6
- 238000006073 displacement reaction Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 238000009415 formwork Methods 0.000 abstract description 5
- 230000007306 turnover Effects 0.000 abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract 2
- 238000009434 installation Methods 0.000 abstract 1
- 239000002002 slurry Substances 0.000 abstract 1
- 230000000694 effects Effects 0.000 description 7
- 238000000465 moulding Methods 0.000 description 4
- 239000007787 solid Substances 0.000 description 4
- 229910000838 Al alloy Inorganic materials 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 230000008595 infiltration Effects 0.000 description 2
- 238000001764 infiltration Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses an external template of a guide wall of a pipe gallery, belongs to the field of pipe gallery construction, and aims to provide the external template of the guide wall of the pipe gallery, which is convenient to disassemble and assemble, reduces the labor cost, improves the turnover efficiency, shortens the construction period and ensures the construction quality, and a building method with short die-filling time. The outer template of the guide wall of the pipe gallery comprises a plurality of steel outer template units which are distributed along the longitudinal direction of the pipe gallery and a connecting piece which is used for butting two adjacent outer template units together; the connecting piece is detachably connected with the outer template unit; a supporting system for supporting the outer template unit is arranged on the outer side of each outer template unit; and a walking system is arranged at the bottom of the outer side of each outer template unit. The pipe gallery guide wall external template facilitates the disassembly and the assembly of the pipe gallery guide wall external template; the phenomena of slurry leakage, mold expansion, water leakage and water seepage are relieved; the turnover efficiency of the template is improved. The method for erecting the outer formwork of the guide wall of the pipe gallery saves constructors, improves the transfer rate of the outer formwork unit, and shortens the formwork installation time.
Description
Technical field
The invention belongs to piping lane construction fields, and particularly piping lane leads wall exterior sheathing and its erection method.
Background technique
Piping lane construction at present mostly uses two-step pouring, i.e., from bottom to up, first pour lower part leads wall part, then pours again
Remainder.When leading wall and pouring, external mold mostly uses plank sheathing, aluminum alloy pattern plate and Wood-plastic formwork etc..Wherein, what plank sheathing needed is more
Supporting member;Formwork, demoulding are time-consuming long, have enough to meet the need low efficiency;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 molding effect after demoulding poor, easily
There are the common quality defects such as faulting of slab ends, honeycomb, pitted skin.Aluminum alloy pattern plate also needs more artificial;Turnaround speed is slightly faster than plank sheathing, but whole
Body is inefficient;Since aluminum alloy pattern plate is divided into the block of very little, splicing is more, spillage phenomenon is easy to appear when pouring, demoulding is followed by
Faulting of slab ends is easy to appear at seam, molding effect is general.Wood moulding mould also needs 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.
Summary of the invention
Technical problem to be solved by the invention is to provide it is a kind of it is convenient for disassembly and assembly, reduce cost of labor, improve all transfer efficients,
It shortens the construction period and guarantees that the piping lane of construction quality leads wall exterior sheathing and which shorten the piping lanes of die-filling time to lead taking for wall exterior sheathing
Equipment, method.
The technical solution adopted by the present invention is that: piping lane leads wall exterior sheathing, including outside the muti-piece steel of piping lane genesis analysis
Modular unit and the connector that adjacent two pieces of external mold plate units are docking together;The connector and external mold plate unit are detachable
Connection;The support system of support external mold plate unit is provided on the outside of every piece of external mold plate unit;Outside every piece of external mold plate unit
The bottom of side is provided with running gear.
Further, the support system includes that the support plate one of piping lane bed course, the branch are anchored in by rear anchor piece
Fagging one and exterior sheathing unit bottom are hinged.
Further, the support system includes telescopic diagonal brace and is anchored in the branch of piping lane bed course by rear anchor piece
Fagging two, described diagonal brace one end and external mold plate unit are hinged, and the other end and support plate two are hinged.
Further, the running gear includes wheel, wheel shank, limited block one and spring;The wheel shank passes through rotation axis
It is connect with exterior sheathing unit rotational, the wheel shank is divided into construction section and handle section by rotation axis along its length;The wheel
It is installed on the end of construction section, the rotation shaft centre line is less than the length and wheel of construction section to the distance of external mold plate unit bottom end
The sum of sub- radius;The spring one end is fixed on external mold plate unit, and the other end is connected with construction section;The limited block one is fixed on
External mold plate unit is for stopping 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
It states wheel and is located at the ipsilateral of line of demarcation with limited block one;And the preceding line direction of wheel is referred to by the side in one place line of demarcation of limited block
To the other 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 plate unit, and the fixing end of spring is located at limited block one
Top.
Further, including the limited block two being fixed on the outside of external mold plate unit, the limited block two is located at limited block one
Top.
Piping lane leads the erection method of wall exterior sheathing, comprising the following steps:
Step 1: production external mold plate unit, 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 connect by rotation axis with exterior sheathing unit rotational, described
Wheel shank is divided into construction section and handle section by rotation axis along its length;The wheel is installed on the end of construction section, and described turn
The distance of moving axis center line to external mold plate unit bottom end is less than the sum of length and the wheel radius of construction section;The spring one end is solid
Due to external mold plate unit, the other end is connected with construction section;The limited block one is fixed on external mold plate unit for stopping wheel shank;
When wheel is in walking states, to be boundary by the straight line of wheel spindle central and spring fixed end center
Line, the wheel are located at the ipsilateral of line of demarcation with limited block one;And the preceding line direction of wheel is by one place line of demarcation of limited block
The other side in side direction line of demarcation;
Step 2: according to the piping lane of the good line of bullet lead wall displacement will be moved to the external mold plate unit lower end of corresponding position into
Row positioning;And adjust the verticality of external mold plate unit;
Wall exterior sheathing is led Step 3: external mold plate unit is docking together to be formed by connector;
Wall exterior sheathing is led Step 4: reinforcing again, checks its verticality, makes to lead wall exterior sheathing and integrally fix;
Step 5: leading wall exterior sheathing using the certain positioning fastener connection of spacing and leading template within the walls;
Step 6: wait lead wall concreting complete reach curing period after, dismounting lead wall exterior sheathing and lead within the walls template it
Between positioning fastener, the connection between connector and external mold plate unit and bed course between adjacent external mold plate unit;
Step 7: rotation wheel shank is located at external mold plate unit bottom end to wheel and construction section is against limited block one, external mold is pushed
Plate unit is to next construction section;Rotation wheel shank resets wheel;
Step 8: repeat step 2 to step 7, until piping lane is led wall and is poured and finishes.
Further, in step 2, external mold plate unit lower end is positioned using lower end positioning mechanism;Utilize verticality
The verticality of regulating mechanism adjusting external mold plate unit;
The lower end positioning mechanism includes being anchored in the support plate one of piping lane bed course by rear anchor piece and being parallel to external mold
The connecting plate one of plate unit setting;The connecting plate one is fixed on external mold plate unit, and its bottom end and the support plate one are close
One end of external mold plate unit is hinged;
The verticality regulating mechanism includes telescopic diagonal brace and is anchored in the support of piping lane bed course by rear anchor piece
Plate two, described diagonal brace one end and external mold plate unit are hinged, and the other end and support plate two are hinged.
Further, the positioning fastener includes being set to lead wall exterior sheathing and lead the connecting plate two above template within the walls,
Described two one end of connecting plate is connected by vertically arranged pin shaft with wall exterior sheathing is led, the other end pass through vertically arranged pin shaft and
Template within the walls is led to be connected.
The beneficial effects of the present invention are: piping lane leads wall exterior sheathing, external mold plate unit is steel form, and larger area can be used
Steel plate block be made, i.e., compared with prior art, reduce and constitute piping lane and lead the unit plate of wall exterior sheathing, accordingly reduce phase
Connector between adjacent unit plate reduces the die-filling and demoulding time to facilitate the dismounting that piping lane leads wall exterior sheathing;
Exactly because also unit plate quantity is reduced, correspondingly the seam between unit plate is reduced, thus reduce easy spillage site,
The overall stiffness that the piping lane being formed simultaneously leads wall exterior sheathing is improved, the alleviation that the mould phenomenon that rises obtains;
The support system of support external mold plate unit is set to the outside of every piece of external mold plate unit, avoids and is leading wall exterior sheathing
Screw arbor with nut at both-ends is set between template within the walls with leading, avoids the phenomenon that pouring leak at rear Screw arbor with nut at both-ends position, infiltration;
Every piece of exterior sheathing unit bottom is provided with running gear, it is only necessary to which two construction personnel can push away external mold plate unit
To next construction section, all transfer efficients of template are improved.
Piping lane leads the erection method of wall exterior sheathing, due to the setting of running gear, so that every piece of external mold plate unit only needs
Two people can be pushed into next construction section, save construction personnel, improve the transport velocity of external mold plate unit;External mold plate unit
After verticality is adjusted, wall exterior sheathing is led by the certain positioning fastener connection of spacing and leads template within the walls, without measurement
It leads wall exterior sheathing and leads the spacing between template within the walls, shorten the die-filling time.
Detailed description of the invention
Fig. 1 is schematic diagram of the present invention;
Fig. 2 is support system schematic diagram of the invention;
Fig. 3 is running gear schematic diagram of the present invention;
Two states when Fig. 4 is not applicable running gear and use;
In figure, external mold plate unit 1, support system 2, support plate 1, diagonal brace 22, support plate 2 23, connecting plate 1, row
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
36, connecting plate 24, pin shaft 5.
Specific 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 muti-piece steel external mold plate unit 1 along piping lane genesis analysis and general
The connector that adjacent two pieces of external mold plate units 1 are docking together;The connector is detachably connected with external mold plate unit 1;Every
The outside of block external mold plate unit 1 is provided with the support system 2 of support external mold plate unit 1;At the bottom in every piece of 1 outside of external mold plate unit
Portion is provided with running gear 3.
And the prior art present invention, external mold plate unit 1 are steel form, and the steel plate block that larger area can be used is made, i.e.,
It compares, reduces and constitute 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 demoulding time;Exactly because also unit plate quantity subtracts
Few, correspondingly the seam between unit plate is reduced, to reduce easy spillage site, the piping lane being formed simultaneously leads wall exterior sheathing
Overall stiffness be improved, the alleviation that the mould phenomenon that rises obtains;
The support system 2 of support external mold plate unit 1 is set to the outside of every piece of external mold plate unit 1, avoids and is leading outside wall
It template and leads Screw arbor with nut at both-ends is set between template within the walls, avoid the phenomenon that pouring leak at rear Screw arbor with nut at both-ends position, infiltration;
Every piece of 1 bottom of external mold plate unit is provided with running gear 3, it is only necessary to which two construction personnel can be by external mold plate unit
1 is pushed into next construction section, improves all transfer efficients of template.
Preferably, as shown in Fig. 2, the support system 2 includes being anchored in the support plate of piping lane bed course by rear anchor piece
One 21, the support plate 1 and 1 bottom of external mold plate unit are hinged.Support plate 1 is determined in the external modular unit 1 in bottom
Position, it is hinged with 1 bottom of external mold plate unit, to adapt to the adjusting of 1 verticality of external mold plate unit.
For the ease of adjusting the verticality of external mold plate unit 1, it is preferred that the support system 2 includes telescopic diagonal brace
22 and the support plate 2 23 of piping lane bed course is anchored in by rear anchor piece, described 22 one end of diagonal brace and external mold plate unit 1 are hinged, separately
One end and support plate 2 23 are hinged.Diagonal brace 22 not only acts as the effect for adjusting the verticality of external mold plate unit 1, also acts as support
The effect of external mold plate unit 1, diagonal brace 22 reduce external mold plate unit 1 in the outside-supporting external mold plate unit 1 of outer modular unit 1
Rising under the active force of casting concrete on the inside of it risk of mould occur.
Running gear 3 can be to be installed on the train of 1 bottom of external mold plate unit, still, pour needs to meet, train
Bottom end necessarily be greater than the bottom end of external mold plate unit 1, so must be provided with rail system compatible with train, increase 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 rotation axis and external mold plate unit 1, and the wheel shank 32 is along its length by rotation axis 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 1 bottom end of plate unit is less than or equal to the sum of length and 31 radius of wheel of construction section 320;Described 34 one end of spring is solid
Due to external mold plate unit 1, the other end is connected with construction section 320;The limited block 1 is fixed on external mold plate unit 1 for stopping
Wheel shank 32;
When wheel 31 is in walking states, to be boundary by the straight line of 31 spindle central of wheel and 34 fixing end of spring
Line 36, the wheel 31 are located at the ipsilateral of line of demarcation 36 with limited block 1;And the preceding line direction of wheel 31 is by limited block 1
It is directed toward the other 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 plate unit
Rotation axis rotation on 1, makes wheel 31 that the relative position of itself and external mold plate unit 1 can be changed.Through rotation shaft centre line outside
The distance of 1 bottom end of modular unit is less than the sum of length and 31 radius of wheel of construction section 320, so that, outside wheel 31 is moved to
When the lower end of modular unit 1, external mold plate unit 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 plate unit 1 by spring 34, and with one 33 collective effect of limited block, play restriction
The effect of 320 position of construction section.When wheel 31 is in walking states, the wheel 31 is located at line of demarcation 36 with limited block 1
It is ipsilateral;And the preceding line direction of wheel 31 is directed toward the other side in line of demarcation 36 by the side in one 33 place line of demarcation 36 of limited block,
In this way, position when wheel 31 to be just locked in walking states, after external mold plate unit 1 is moved to required position or in pouring
When building state, wheel shank 32 is rotated, wheel 31 is made to be in the top of 1 low side of external mold plate unit.
In order to improve 34 elastic force of spring to the torque of rotation axis, it is preferred that the end of the spring 34 and construction section 320 is solid
Fixed connection.
Limited block 1 is remoter apart from rotation axis, better to the blocking effect of construction section 320, therefore, it is preferred that the limit
Position block 1 is installed on the bottom of external mold plate unit 1, and the fixing end of spring 34 is located at one 33 top of limited block.
When external mold plate unit 1 does not need walking, in order to which wheel 31 to be limited to specified region, it is preferred that including solid
Due to the limited block 2 35 in 1 outside of external mold plate unit, the limited block 2 35 is located at one 33 top of limited block.
Piping lane leads the erection method of wall exterior sheathing, comprising the following steps:
Step 1: production external mold plate unit 1, and the bottom in outer 1 outside of modular unit 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 rotation axis 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 rotation axis along its length;The wheel 31
It is installed on the end of construction section 320, the distance of the rotation shaft centre line to 1 bottom end of external mold plate unit is less than construction section 320
The sum of length and 31 radius of wheel;External mold plate unit 1 is fixed in described 34 one end of spring, and the other end is connected with construction section 320;Institute
It states limited block 1 and is fixed on external mold plate unit 1 for stopping wheel shank 32;
When wheel 31 is in walking states, to be by 31 spindle central of wheel and the straight line at 34 fixing end center of spring
Line of demarcation 36, the wheel 31 are located at the ipsilateral of line of demarcation 36 with limited block 1;And the preceding line direction of wheel 31 is by limited block
It is directed toward the other side in line of demarcation 36 in the side at one 33 places line of demarcation 36;
Step 2: leading wall displacement according to the piping lane of the good line of bullet will be moved to 1 lower end of external mold plate unit of corresponding position
It is positioned;And adjust the verticality of external mold plate unit 1;
Wall exterior sheathing is led Step 3: external mold plate unit 1 is docking together to be formed by connector;
Wall exterior sheathing is led Step 4: reinforcing again, checks its verticality, makes to lead wall exterior sheathing and integrally fix;
Step 5: leading wall exterior sheathing using the certain positioning fastener connection of spacing and leading template within the walls;
Step 6: wait lead wall concreting complete reach curing period after, dismounting lead wall exterior sheathing and lead within the walls template it
Between positioning fastener, the connection between connector and external mold plate unit 1 and bed course between adjacent external mold plate unit 1;
Step 7: rotation wheel shank 32 to wheel 31 is located at 1 bottom end of external mold plate unit and construction section 320 against limited block one
33, push external mold plate unit 1 to next construction section;Rotation wheel shank 32 resets wheel 31;
Step 8: repeat step 2 to step 7, until piping lane is led wall and is 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 plate unit 1 is only
It needs two people that can be pushed into next construction section, has saved construction personnel, improve the transport velocity of external mold plate unit 1;External mold
After 1 verticality of plate unit 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 2,1 lower end of external mold plate unit is positioned using lower end positioning mechanism;Utilize verticality
The verticality of regulating mechanism adjusting external mold plate unit 1;
The lower end positioning mechanism includes being anchored in the support plate 1 of piping lane bed course by rear anchor piece and being parallel to outer
The connecting plate 1 that modular unit 1 is arranged;The connecting plate 1 is fixed on external mold plate unit 1, and its bottom end and the support
Plate 1 is hinged close to one end of external mold plate unit 1.
The verticality regulating mechanism includes telescopic diagonal brace 22 and is anchored in the branch of piping lane bed course by rear anchor piece
Fagging 2 23, described 22 one end of diagonal brace and external mold plate unit 1 are hinged, and the other end and support plate 2 23 are hinged.
Preferably, the positioning fastener includes being set to lead wall exterior sheathing and lead the connecting plate 24 above template within the walls, institute
It states 24 one end of connecting plate to be connected by vertically arranged pin shaft 5 with wall exterior sheathing is led, the other end passes through vertically arranged pin shaft 5
It is connected with template within the walls is led.Cooperated by connecting plate 24 and pin shaft 5, improves the assembly efficiency of connecting plate 24 and facilitate and tear open
It unloads.
Claims (9)
1. piping lane leads wall exterior sheathing, it is characterised in that: including the muti-piece steel external mold plate unit (1) along piping lane genesis analysis and incite somebody to action
The connector that adjacent two pieces of external mold plate units (1) are docking together;The connector is detachably connected with external mold plate unit (1);
The support system (2) of support external mold plate unit (1) is provided on the outside of every piece of external mold plate unit (1);In every piece of exterior sheathing list
Bottom on the outside of first (1) is provided with running gear (3);The running gear (3) includes wheel (31), wheel shank (32), limited block
One (33) and spring (34);The wheel shank (32) is rotatablely connected by rotation axis and external mold plate unit (1), wheel shank (32) edge
Its length direction is divided into construction section (320) and handle section (321) by rotation axis;The wheel (31) is installed on construction section (320)
End, it is described rotation shaft centre line to external mold plate unit (1) bottom end distance less than construction section (320) length and wheel
(31) the sum of radius;External mold plate unit (1) is fixed in described spring (34) one end, and the other end is connected with construction section (320);It is described
Limited block one (33) is fixed on external mold plate unit (1) for stopping 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 ipsilateral of line of demarcation (36) with limited block one (33);And wheel (31) is forward
It is directed toward the other side of line of demarcation (36) in direction side of line of demarcation (36) where limited block one (33).
2. piping lane as described 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 support plate one (21) of piping lane bed course, and the support plate one (21) and external mold plate unit (1) bottom are hinged.
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 support plate two (23) of piping lane bed course is anchored in by rear anchor piece, described diagonal brace (22) one end and exterior sheathing
Hingedly, the other end and support plate two (23) are hinged for unit (1).
4. piping lane as described in claim 1 leads wall exterior sheathing, it is characterised in that: the spring (34) and construction section (320)
End is fixedly connected.
5. piping lane as described in claim 1 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).
6. piping lane as claimed in claim 4 leads wall exterior sheathing, it is characterised in that: including being fixed on the outside of external mold plate unit (1)
Limited block two (35), the limited block two (35) is located above limited block one (33).
7. the erection method that piping lane leads wall exterior sheathing, it is characterised in that: the following steps are included:
Step 1: production external mold plate unit (1), 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 rotation axis
It is rotatablely connected with external mold plate unit (1), the wheel shank (32) is divided into construction section (320) and handle by rotation axis 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 plate unit (1) bottom
The distance at end is less than the sum of length and wheel (31) radius 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 plate unit (1) 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 ipsilateral of line of demarcation (36) with limited block one (33);And wheel (31) is forward
It is directed toward the other side of line of demarcation (36) in direction side of line of demarcation (36) where limited block one (33);
Step 2: according to the piping lane of the good line of bullet lead wall displacement will be moved to external mold plate unit (1) lower end of corresponding position into
Row positioning;And adjust the verticality of external mold plate unit (1);
Wall exterior sheathing is led Step 3: external mold plate unit (1) is docking together to be formed by connector;
Wall exterior sheathing is led Step 4: reinforcing again, checks its verticality, makes to lead wall exterior sheathing and integrally fix;
Step 5: leading wall exterior sheathing using the certain positioning fastener connection of spacing and leading template within the walls;
Step 6: dismounting is led wall exterior sheathing and is led between template within the walls after leading wall concreting and completing to reach curing period
Position the connection between the connector and external mold plate unit (1) and bed course between fastener, adjacent external mold plate unit (1);
Step 7: rotation wheel shank (32) to wheel (31) is located at external mold plate unit (1) bottom end and construction section (320) against limited block
One (33) push external mold plate unit (1) to next construction section;Rotation wheel shank (32) resets wheel (31);
Step 8: repeat step 2 to step 7, until piping lane is led wall and is poured and finishes.
8. the erection method that piping lane as claimed in claim 7 leads wall exterior sheathing, it is characterised in that: in step 2, utilize lower end
Positioning mechanism positions external mold plate unit (1) lower end;The vertical of external mold plate unit (1) is adjusted using verticality regulating mechanism
Degree;
The lower end positioning mechanism includes being anchored in the support plate one (21) of piping lane bed course by rear anchor piece and being parallel to external mold
The connecting plate one (24) of plate unit (1) setting;The connecting plate one (24) is fixed on external mold plate unit (1), and its bottom end and institute
One end that support plate one (21) is stated close to external mold plate unit (1) is hinged;
The verticality regulating mechanism includes telescopic diagonal brace (22) and is anchored in the support of piping lane bed course by rear anchor piece
Plate two (23), hingedly, the other end and support plate two (23) are hinged for described diagonal brace (22) one end and external mold plate unit (1).
9. the erection method that piping lane as claimed in claim 7 leads wall exterior sheathing, it is characterised in that: the positioning fastener includes setting
It is placed in and leads wall exterior sheathing and lead the connecting plate two (4) above template within the walls, described connecting plate two (4) one end passes through vertically arranged
Pin shaft (5) is connected with wall exterior sheathing is led, and the other end is connected by vertically arranged pin shaft (5) with template within the walls is led.
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CN108798014B (en) * | 2018-05-21 | 2021-02-02 | 黄素兰 | Supporting and stabilizing device for building |
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 |
CN110777659A (en) * | 2019-10-17 | 2020-02-11 | 闫相明 | Construction method of box culvert template system |
CN111270703A (en) * | 2019-12-24 | 2020-06-12 | 北京市政路桥股份有限公司 | Template structure of comprehensive pipe gallery guide wall and building method |
CN111364505B (en) * | 2019-12-27 | 2024-10-11 | 北京市政路桥股份有限公司 | Aluminum template supporting system for comprehensive pipe rack |
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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