CN109680927A - Shear wall structure tunnel form and construction method - Google Patents
Shear wall structure tunnel form and construction method Download PDFInfo
- Publication number
- CN109680927A CN109680927A CN201910114181.3A CN201910114181A CN109680927A CN 109680927 A CN109680927 A CN 109680927A CN 201910114181 A CN201910114181 A CN 201910114181A CN 109680927 A CN109680927 A CN 109680927A
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- plate
- template
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- fixed
- lining
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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
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The present invention provides a kind of shear wall structure tunnel forms, including section in template, exterior wall vertical plate, side frame, lateral closure plate, vertical closure plate between Jiong word shape；Between template for pouring to form the standard width of a room in an old-style house on room platform to be poured, between template include top plate, the Side fascia for being respectively supported at top board undersurface both ends and lining and block between template one end end face end plate, Side fascia and lining pass through connecting pin respectively and fix with top plate；Exterior wall vertical plate is matched with exterior wall board size, is fixed on the outside of Side fascia in parallel at a predetermined interval during installation to pour for exterior wall；Side frame includes operation panel and guardrail, and the outer wall for being fixed on exterior wall vertical plate during installation is used as station；Lateral closure plate is matched with the marginal dimension of top plate, is fixed on the upper marginal position of top plate during installation, and vertical closure plate is matched with the marginal dimension of lining, is fixed on the outer edge position of lining during installation.The present invention also provides a kind of shear wall structure tunnel form construction methods.
Description
Technical field
The present invention relates to construction engineering technical fields, and in particular to a kind of shear wall structure tunnel form and a kind of shearing
Wall construction tunnel form construction method.
Background technique
With the development of society, demand of the people to house cosmetic differences is also gradually increased, it is poor to need to carry out house
Alienation design, but the structural style in house is simple, in the single housing construction of the type of house type (such as social ensure
Room), do not need the design for carrying out differentiation, it is also desirable to consider during construction, simplify construction process and reduction is constructed into
This.
Summary of the invention
The present invention provides a kind of shear wall structure tunnel form and a kind of shear wall structure tunnel form construction method, leads to
The pouring construction in room can be completed by crossing one-time-concreting, simplify construction process, improve the efficiency of construction；And tunnel form energy
It is enough reused, reduces construction cost.
Shear wall structure tunnel form provided by the invention, including section in template, exterior wall vertical plate, side between Jiong word shape
Frame, lateral closure plate and vertical closure plate；Described template on room platform to be poured for pouring to form the standard width of a room in an old-style house, between described
Template includes the top plate for being parallel to ground, the Side fascia and interior wall for being respectively supported at perpendicular to ground the top board undersurface both ends
The end plate of one end end face of template between plate and closure are described, the Side fascia and lining pass through respective connecting pin respectively
It is fixed with top plate；The exterior wall vertical plate is matched with the exterior wall board size, is fixed in parallel at a predetermined interval during installation described
The outside of Side fascia for exterior wall to pour；The side frame includes operation panel and guardrail, and it is vertical to be fixed on the exterior wall during installation
The outer wall of plate is used as station；The transverse direction closure plate is the matched bar shaped of shape and size with the edge of the top plate
Part, is fixed on the upper marginal position of the top plate during installation, and the vertical closure plate is the shape with the edge of the lining
With the matched strip piece of size, it is fixed on the outer edge position of the lining during installation.
Preferably, template is made of template fixation between left half template and the right side half between described, and the top plate includes Zuo Banding
Plate and right half top plate, the end plate include left side plate and right end plate, left half template by left half top plate, be supported on the left side
The left side plate composition of the end face of the Side fascia of half top board undersurface and left half template of closure；Right half template is by You Banding
The right end plate composition of plate, the lining for being supported on right half top board undersurface and the end face for blocking right half template.
Preferably, left half top plate and right half top plate are fixed by lock, the left side plate and the right end plate
It is fixed by lock.
Preferably, the tunnel form further includes two support constructions, and described two support constructions are separately positioned on described
Between left half top board undersurface and the Side fascia and between right half top board undersurface and the lining.
Preferably, the support construction is triangular structure, and the support construction is with an apex angle and two base angles
Triangular structure of right angle, the apex angle of the two support constructions bottom with the bottom surface of left half top plate and right half top plate respectively
Face is fixed, two support constructions the base angle on same vertical line is not solid with the Side fascia and the lining respectively with apex angle
It is fixed.
Preferably, the Side fascia and lining have the walking end opposite with connecting pin, the Side fascia and lining
Walking end be provided with multiple traveling wheels and for jack it is described between template multiple studdles；Two support constructions with
Secondary row travelling wheels are provided at the base angle that apex angle is on same vertical line.
Preferably, the bottom surface of the top plate is fixed with beam structure.
Preferably, the tunnel form further includes being supported on the side during installation for the support plate fixed with exterior wall
The bottom of frame.
Preferably, the tunnel form further includes extension board, is fixed on room platform edges to be poured during installation, is used for
Lengthen room platform to be poured.
On the other hand, the present invention also provides a kind of shear wall structure tunnel form construction method, the construction method includes
Pour using tunnel form provided by the invention forming house top plate and side plate, the construction method the following steps are included:
Clear up room platform to be poured；Surveying and locating goes out room location；Setting guide wall form board, which carries out leading wall, to be poured；Template between lifting is described
It is led on wall to corresponding, the exterior wall vertical plate, the side frame, the lateral closure plate, the vertical closure plate is fixed on corresponding position
It sets；Side hanging steel mesh outside template surrounding or the exterior wall vertical plate, it is pre-buried to carry out water power heating coil between described；It is solid in predeterminated position
Determine doors and windows template；Template surrounding is poured to form the top plate in the house and side plate between described.
Shear wall structure tunnel form provided by the invention and shear wall structure tunnel form construction method, by primary
The pouring construction that can complete room is poured, construction process is simplified, improves the efficiency of construction；And tunnel form knot can be into
Row recycling, reduces construction cost.
The other feature and advantage of the embodiment of the present invention will the following detailed description will be given in the detailed implementation section.
Detailed description of the invention
Attached drawing is to further understand for providing to the embodiment of the present invention, and constitute part of specification, under
The specific embodiment in face is used to explain the present invention embodiment together, but does not constitute the limitation to the embodiment of the present invention.Attached
In figure:
Fig. 1 is the structural schematic diagram of the shear wall structure tunnel form of embodiment according to the present invention；
Fig. 2 be in the shear wall structure tunnel form of embodiment according to the present invention between template structural schematic diagram；
Fig. 3 is the structural schematic diagram of left half template in the shear wall structure tunnel form of embodiment according to the present invention；
Fig. 4 is the structural schematic diagram of right half template in the shear wall structure tunnel form of embodiment according to the present invention；
Fig. 5 is the shear wall structure tunnel form of embodiment according to the present invention and the structural schematic diagram of extension board.
Description of symbols
12 exterior wall vertical plate of template
The lateral closure plate of 3 side frame 4
5 vertical 6 top plates of closure plate
7 Side fascia, 8 lining
Left half template of 9 end plate 10
11 left half top plates of right half template 12
Right half top plate of 13 left side plate 14
15 right end plate, 16 support construction
17 traveling wheel, 18 studdle
19 secondary row travelling wheels, 20 support plate
21 extension boards
Specific embodiment
It is described in detail below in conjunction with specific embodiment of the attached drawing to the embodiment of the present invention.It should be understood that this
Locate described specific embodiment and be merely to illustrate and explain the present invention embodiment, is not intended to restrict the invention embodiment.
With reference to the accompanying drawing, technical solution in the embodiment of the present invention is described in detail.
The tunnel form is since tunnel-like, referred to as tunnel form is presented in cross-sectional shape, and tunnel form technology is most
1970s early are incorporated in, with the development of society, demand of the people to house cosmetic differences is also gradually increased, tunnel
Mould plate technique is not promoted and applied on a large scale, but the structural style in house is simple, and the type of house type is single to live
In room construction, such as in the building constructions such as social guarantee house, the design for carrying out differentiation is not needed, is suitble to use tunnel mould
Plate carries out house construction, can simplify construction process and reduce construction cost.
As depicted in figs. 1 and 2, the present invention provides a kind of shear wall structure tunnel form, including section between Jiong word shape
Template 1, exterior wall vertical plate 2, side frame 3, lateral closure plate 4 and vertical closure plate 5；Described template 1 is used in room platform to be poured
On pour to form the standard width of a room in an old-style house, it is described between template 1 include the top plate 6 for being parallel to ground, perpendicular to ground be respectively supported at the top plate 6
The end plate 9 of one end end face of template 1,7 He of Side fascia between the Side fascia 7 and lining 8 at bottom surface both ends and closure are described
Lining 8 is fixed by respective connecting pin and top plate 6 respectively；The exterior wall vertical plate 2 is matched with 7 size of Side fascia,
The outside of the Side fascia 7 is fixed on when installation in parallel at a predetermined interval to pour for exterior wall；The side frame 3 includes operation panel
And guardrail, the outer wall for being fixed on the exterior wall vertical plate 2 during installation are used as station；It is described transverse direction closure plate 4 be with it is described
The matched strip piece of the shape and size at the edge of top plate 6 is fixed on the upper marginal position of the top plate 6 during installation, described
Vertical closure plate 5 is the matched strip piece of shape and size with the edge of the lining 8, is fixed on the interior wall during installation
The outer edge position of plate 8.
According to the technique and scheme of the present invention, the shear wall structure tunnel form, including section in template between Jiong word shape,
Exterior wall vertical plate, side frame, lateral closure plate and vertical closure plate, it is described between template lifted when needing to pour it is flat to room to be poured
On platform, the exterior wall vertical plate, side frame, lateral closure plate and vertical closure plate be fixedly mounted on it is described between predeterminated position in template
Place, for assist it is described between template, the top plate and side plate in a room can be formed by one-time-concreting, simplify construction stream
Journey reduces construction cost.
According to the technique and scheme of the present invention, template 1 on room platform to be poured for pouring to form the standard width of a room in an old-style house between described, institute
A template 1 is stated including being parallel to the top plate 6 on ground, being respectively supported at the Side fascia 7 at the 6 bottom surface both ends of top plate perpendicular to ground
And lining 8 and block it is described between template 1 one end end face end plate 9, the Side fascia 7 and lining 8 are respectively by each
From connecting pin and top plate 6 it is fixed, structure is simple, easy to assembly.
Wherein, the top plate 6, the Side fascia 7, the lining 8 and the end plate 9 are welded by steel frame and steel plate
Composition is connect, it is solid reliable.
As shown in Figure 3 and Figure 4, a kind of embodiment according to the present invention, it is described between template 1 by left half template 10 and the right side
The fixed composition of half template 11, the top plate 6 include half top plate 12 of a left side and right half top plate 14, and the end plate 9 includes left side plate 13
With right end plate 15, left half template 10 by left half top plate 12, be supported on left half top plate, 12 bottom surface Side fascia 7 and
The left side plate 13 for blocking the end face of left half template 10 forms；Right half template 11 by right half top plate 14, be supported on it is described
The right end plate 15 of the end face of the lining 8 and closure right half template 11 of 14 bottom surface of right half top plate forms.
Template 11 in the construction process can be by the left side in inverted L-shaped between left half template 10 and described right half
Template 11 is lifted respectively on room platform to be poured between half template 10 and described right half, by left half top plate 12 and described
Right half top plate 14 is docked；The left side plate 13 and the right end plate 15 are docked, so that left half template 10
And template 1 between the fixed composition of template 11 is described between described right half.Template 1 is divided for left half template 10 and described between will be described
Right half template 11 is lifted respectively, reduces the difficulty of lifting, the safety of the lifting of raising, and assembling procedure is simply easy
Operation.
A kind of embodiment according to the present invention, it is preferable that left half top plate 12 and right half top plate 14 pass through lock
Button is fixed, such as the marginal position connecting in left half top plate 12 with right half top plate 14, along left half top plate 12
Edge be arranged it is multiple can around connecting shaft rotate latch hooks, right half top plate 14 be correspondingly connected with position be provided with it is multiple right
The lock pillar answered.It is poured by the lifting of template 11 between left half template 10 and described right half to room platform to be poured preparation
When, left half top plate 12 and right half top plate 14 are docked, multiple latch hook rotations are clasped into the corresponding lock pillar,
So that left half top plate 12 and right half top plate 14 are fixed；Need to remove left half template 10 and institute pouring completion
When stating right half template 11, the corresponding lock pillar is unclamped into multiple latch hook rotations, so that left half top plate 12 and institute
Right half top plate 14 separation is stated, it is convenient for disassembly and assembly easily operated.
The left side plate 13 and the right end plate 15 are fixed by lock, such as in the left side plate 13 and the right end plate
Multiple latch hooks that can be rotated around connecting shaft are arranged along 13 edge of left side plate, on the right side in the marginal position of 15 connections
The position that is correspondingly connected with of end plate 15 is provided with multiple corresponding lock pillars.By template between left half template 10 and described right half
11 liftings dock the left side plate 13 and the right end plate 15 to when pouring wait pour the preparation of room platform, will be multiple described
Latch hook rotation clasps the corresponding lock pillar, so that the left side plate 13 and the right end plate 15 are fixed；Needs are completed pouring
When removing template 11 between left half template 10 and described right half, the corresponding lock is unclamped into multiple latch hook rotations
Column, so that the left side plate 13 and the right end plate 15 separate, it is convenient for disassembly and assembly easily operated.
A kind of embodiment according to the present invention, the tunnel form further include two support constructions 16, and described two
Support structure 16 be separately positioned between left half top plate, 12 bottom surface and the Side fascia 7 and right half top plate, 14 bottom surface with
Between the lining 8, it is used to support template 11 between left half template 10 and described right half, so that the support construction 16
It can disperse stress, template 11 is unlikely to deform between left half template 10 and described right half when pouring.
Preferably, the support construction 16 is the triangular structure of right angle with an apex angle and two base angles, two branch
Bottom surface of the apex angle of support structure 16 respectively with the bottom surface of left half top plate 12 and right half top plate 14 is fixed, two support knots
Structure 16 the base angle on same vertical line is not fixed with the Side fascia 7 and the lining 8 respectively with apex angle.Specifically, two
Be provided with connection sheet at the corner position of a support construction 16, by bolt arrangement respectively with the bottom surface of left half top plate 12 and
The bottom surface of right half top plate 14 is fixed；Bottom angular position with apex angle not on same vertical line is provided with connection sheet, passes through spiral shell
Stud structure is fixed with the Side fascia 7 and the lining 8 respectively, and fixation is reliable, convenient disassembly；Triangular structure of right angle
Stability it is strong, be able to bear the pressure generated in casting process, and the pulling force of lifting is able to bear in hoisting process, protect
Demonstrate,prove left half template 10 or right half template 11 be not damaged during use, ensure that construction into
Degree.
A kind of embodiment according to the present invention, it is preferable that the Side fascia 7 and lining 8 are with opposite with connecting pin
Walking end, the walking end of the Side fascia 7 and lining 8 be provided with multiple traveling wheels 17 and for jack it is described between template
1 multiple studdles 18；Secondary row is provided at the base angle of two support constructions 16 being on same vertical line with apex angle
Wheel 19 is walked, specifically, the multiple traveling wheel 17 and the secondary row travelling wheels 19 are fixedly mounted by bolt arrangement.
It is hung to after pouring on room platform by template 11 between left half template 10 and the right side half, by the multiple
Traveling wheel 17 and the secondary row travelling wheels 19, can by left half template 10 and the right side half between template 11 carry out push adjust to
Predetermined position, it is laborsaving and easy to use；After the lifting of template 11 is pushed to predetermined position between left half template 10 and the right side half,
Template 11 between left half template 10 and the right side half, the multiple traveling wheel 17 and described auxiliary are jacked by the studdle 18
Traveling wheel 19 is helped to be raised out room platform to be poured, so that template 11 is difficult to slide between left half template 10 and the right side half,
Template 11 between left half template 10 and the right side half is fixed again, in order to the progress of subsequent pouring construction.
Wherein, the walking end of the Side fascia 7 and lining 8 is provided with multiple threaded holes, for described in installation respectively
Multiple studdles 18 are simultaneously fixed by nut respectively, and the plane screw head of the studdle 18 is pacified towards room platform to be poured
Dress, can adjust the back-out length of the studdle 18, the multiple studdle 18 is towards wait pour by rotating nuts
Room platform direction screws out, and can jack template 11 between left half template 10 and the right side half, is subsequent fixed and pour and do
It is good to prepare；After the completion of pouring, the studdle 18 is screwed in away from room platform to be poured direction, left half template 10
Decline with right half template 11, the multiple traveling wheel 17 and the secondary row travelling wheels 19 drop to room platform to be poured, energy
It is enough to carry out removing lifting to Hoisting Position by template 11 between promotion left half template 10 and the right side half.
A kind of embodiment according to the present invention, it is preferable that the bottom surface of the top plate 6 is fixed with beam structure, the cross
Girder construction can further enhance the intensity of the top plate 6, guarantee during pouring, and the top plate 6 keeps horizontal, guarantee
The quality of pouring construction.
According to the technique and scheme of the present invention, the exterior wall vertical plate 2 is matched with 7 size of Side fascia, during installation with pre-
The fixed spaced and parallel outside for being fixed on the Side fascia 7 for exterior wall to pour；After the completion of template 1 between described lifts, by institute
The outside that exterior wall vertical plate 2 is fixed on the Side fascia 7 in parallel at a predetermined interval is stated, in the exterior wall vertical plate 2 and the Side fascia 7
Between pour and be capable of forming exterior wall, install convenient is easy to operate.
According to the technique and scheme of the present invention, the side frame 3 includes operation panel and guardrail, is fixed on the exterior wall during installation
The outer wall of vertical plate 2 is used as station；Operator, which may stand on the side frame 3, pour operation, or to pouring
Process is monitored.Wherein, the operation panel can be fixed on the outer wall of the exterior wall vertical plate 2 by bolt arrangement, described
Guardrail is fixed on the operation panel outer edge, for guaranteeing the safety of operator.
Diagonal brace can be set between the bottom and 2 outer wall of exterior wall vertical plate of the side frame 3, to the side frame 3 formation
Support, to improve the safety used.
According to the technique and scheme of the present invention, the lateral closure plate 4 is to match with the shape and size at the edge of the top plate 6
Strip piece, be fixed on the upper marginal position of the top plate 6 during installation.During pouring, coagulation is poured in order to prevent
Soil from the top edge of the top plate 6 overflow, the top edge of the top plate 6 be provided with the shape at the edge of the top plate 6 and
The matched strip piece of size, for stopping casting concrete flowing to be overflowed, to form the top plate in room.
The vertical closure plate 5 is the matched strip piece of shape and size with the edge of the lining 8, solid during installation
It is scheduled on the outer edge position of the lining 8.During pouring, protected between the lining 8 in two adjacent rooms
Preset distance setting is held, pours to form interior wall between two linings 8, casting concrete is from described in two in order to prevent
It overflows between lining 8, therefore in the outer edge of the lining 8, is arranged matched with the shape and size of the lining 8
Strip piece, for stopping casting concrete flowing to be overflowed, to form the interior wall in room.
As shown in Figure 1 and Figure 5, a kind of embodiment according to the present invention, it is preferable that the tunnel form further includes being used for
Fixed support plate 20, is supported on the bottom of the side frame 3 during installation with exterior wall, to share the pressure of the side frame 3, guarantees
The safety that operator is operated on the side frame 3.
Specifically, the support plate 20 is supported by triangle support frame, is equipped in the outer edge of the support plate 20 anti-
Guardrail can satisfy the requirement of different height constructing operation so that the support plate 20 can be used as operating platform use.
As shown in figure 5, a kind of embodiment according to the present invention, it is preferable that the tunnel form further includes extension board 21,
It is fixed on room platform edges to be poured during installation, for lengthening room platform to be poured.Left half template 10 and the right side
The Hoisting Position of half template 11 is usually separately positioned on the center of left half top plate 12 and right half top plate 14, therefore
When pouring completion and being lifted, need for template 11 between left half template 10 and the right side half to be displaced outwardly, by Hoisting Position
Expose the room for having poured completion, to be lifted, in the case where the curtailment of room platform to be poured, wait pour
The securing elongated plate 21 of room platform edges, lengthens room platform to be poured, so that template between left half template 10 and the right side half
11 can go on smoothly lifting.
The central location of left half top plate 12 and right half top plate 14 is reserved with hole for hoist respectively, and hanging apparatus passes through
Bolt passes through the hole for hoist, is fixed using nut, can easily mount and dismount hanging apparatus.
On the other hand, the present invention also provides a kind of shear wall structure tunnel form construction method, the construction method includes
Pour using tunnel form provided by the invention forming house top plate and side plate, the construction method the following steps are included:
Clear up room platform to be poured；Surveying and locating goes out room location；Setting guide wall form board, which carries out leading wall, to be poured；Template between lifting is described
1 leads on wall to corresponding, and the exterior wall vertical plate 2, the side frame 3, the lateral closure plate 4, the vertical closure plate 5 are fixed on pair
It answers on position；It is pre-buried to carry out water power heating coil for 1 surrounding of template or the outer side hanging steel mesh of the exterior wall vertical plate 2 between described；Default
Doors and windows template is fixed in position；1 surrounding of template is poured to form the top plate in the house and side plate between described.
According to the technique and scheme of the present invention, room platform to be poured is cleared up, by the eliminating impurities on room platform to be poured,
To carry out payoff operation；And the laitance cleared up on room platform to be poured is cut, and rinse well.
Surveying and locating goes out room location, and every building first layer must use all-station instrument accurate measurement to go out control point, then use steel ruler
Each shear wall edge positions are measured by control point；Then level, which can be used, measures 50 lines (i.e. by ± 0.00 meter of every layer
The position of 50cm is up measured in position, for controlling the formwork elevation measuring of this layer), and with marking pen label on reinforcing bar.
Setting guide wall form board, which carries out leading wall, to be poured；First floor needs individually construction to lead wall, and it is identical as wall width to lead wall width,
Height is 12cm, pours and described leads concrete that wall uses than pouring the high grade of concrete that wall uses, what is poured
Vibration compacting is needed in the process；Each index bed more than first floor is led wall when constructing and is poured together with side plate, without individually carrying out
Construction.
It is pre-buried to carry out water power heating coil for 1 surrounding of template or the outer side hanging steel mesh of the exterior wall vertical plate 2 between described；This is applied
Work industry is completed by professional water power work, in strict accordance with drawing construction, it is desirable that reserved location is accurate, and fixation is embedded in coagulation
Pre-buried pipe outside diameter in soil is no more than the 1/2 of concrete thickness, and the pipe distance laid side by side is greater than 3cm, to avoid concrete
Hole is formed, prevents that mistake is buried and leakage is buried.
In the fixed doors and windows template of predeterminated position；Assembled good doors and windows template is put into reserved reinforcing bar hole, is carried out interim
It is fixed；Between described template 1 install it is in place after, by doors and windows template make to be fixed by bolts to it is described between in template 1, in order to tear open
It unloads, forbids to be welded on fixed on reinforcing bar.
1 surrounding of template is poured to form the top plate in the house and side plate between described.Usually by the institute of first floor
Have that room uses it is described between template 1 lift in place, each room it is corresponding it is described between need in template 1 it is to be mounted described outer
Installation is fixed in wall vertical plate 2, the side frame 3, the lateral closure plate 4 and the vertical closure plate 5 with planning as required, makes
The roomed pouring construction of first floor institute can be completed by one-time-concreting by obtaining, and simplified construction process, improved the effect of construction
Rate；And it is each it is described between template 1 and the corresponding exterior wall vertical plate 2, the side frame 3, the lateral closure plate 4 and the vertical closure plate
5 installations and dismounting are convenient, may be repeated utilization, reduce construction cost.
Shear wall structure tunnel form provided by the invention and shear wall structure tunnel form construction method, by primary
The pouring construction that can complete room is poured, construction process is simplified, improves the efficiency of construction；And tunnel form is able to carry out
Recycling, reduces construction cost.
The optional embodiment of the embodiment of the present invention is described in detail in conjunction with attached drawing above, still, the embodiment of the present invention is simultaneously
The detail being not limited in above embodiment can be to of the invention real in the range of the technology design of the embodiment of the present invention
The technical solution for applying example carries out a variety of simple variants, these simple variants belong to the protection scope of the embodiment of the present invention.
It is further to note that specific technical features described in the above specific embodiments, in not lance
In the case where shield, it can be combined in any appropriate way.In order to avoid unnecessary repetition, the embodiment of the present invention pair
No further explanation will be given for various combinations of possible ways.
In addition, any combination can also be carried out between a variety of different embodiments of the embodiment of the present invention, as long as it is not
The thought of the embodiment of the present invention is violated, equally should be considered as disclosure of that of the embodiment of the present invention.
Claims (10)
1. a kind of shear wall structure tunnel form, which is characterized in that the tunnel form includes:
Section is in template (1), exterior wall vertical plate (2), side frame (3), lateral closure plate (4) and vertical closure plate (5) between Jiong word shape；
Described template (1) for pouring to form the standard width of a room in an old-style house on room platform to be poured, it is described between template (1) include being parallel to ground
The top plate (6) in face, the Side fascia (7) that the top plate (6) bottom surface both ends are respectively supported at perpendicular to ground and lining (8), with
And block it is described between template (1) one end end face end plate (9), the Side fascia (7) and lining (8) pass through respective respectively
Connecting pin and top plate (6) are fixed；
The exterior wall vertical plate (2) matches with the Side fascia (7) size, is fixed in parallel at a predetermined interval during installation described outer
The outside of wallboard (7) for exterior wall to pour；
The side frame (3) includes operation panel and guardrail, is fixed on the outer wall of the exterior wall vertical plate (2) during installation as station
It uses；
The transverse direction closure plate (4) is the matched strip piece of shape and size with the edge of the top plate (6), is fixed during installation
Upper marginal position in the top plate (6), the vertical closure plate (5) are the shape and size with the edge of the lining (8)
Matched strip piece is fixed on the outer edge position of the lining (8) during installation.
2. tunnel form according to claim 1, which is characterized in that between described template (1) by left half template (10) and
The right fixed composition of half template (11), the top plate (6) include left half top plate (12) and right half top plate (14), the end plate (9)
Including left side plate (13) and right end plate (15), left half template (10) by left half top plate (12), be supported on the Zuo Banding
Left side plate (13) composition of the end face of the Side fascia (7) of plate (12) bottom surface and left half template (10) of closure；Between described right half
Template (11) by right half top plate (14), be supported on the lining (8) of right half top plate (14) bottom surface and block described right half
Between template (11) end face right end plate (15) composition.
3. tunnel form according to claim 2, which is characterized in that left half top plate (12) and right half top plate
(14) it is fixed by lock, the left side plate (13) and the right end plate (15) are fixed by lock.
4. tunnel form according to claim 3, which is characterized in that the tunnel form further includes two support constructions
(16), described two support constructions (16) be separately positioned between left half top plate (12) bottom surface and the Side fascia (7) with
And between right half top plate (14) bottom surface and the lining (8).
5. tunnel form according to claim 4, which is characterized in that the support construction (16) be with an apex angle and
The triangular structure of right angle at two base angles, the apex angle of two support constructions (16) respectively with the bottom surface of left half top plate (12) and
The bottom surface of right half top plate (14) is fixed, two support constructions (16) with apex angle not the base angle on same vertical line respectively with
The Side fascia (7) and the lining (8) are fixed.
6. tunnel form according to claim 5, which is characterized in that the Side fascia (7) and lining (8) have and connect
It connects and holds opposite walking end, the walking end of the Side fascia (7) and lining (8) is provided with multiple traveling wheels (17) and is used for
Multiple studdles (18) of template (1) between jacking is described；Two support constructions (16) are on same vertical line with apex angle
Secondary row travelling wheels (19) are provided at base angle.
7. tunnel form according to claim 1, which is characterized in that the bottom surface of the top plate (6) is fixed with beam structure.
8. tunnel form according to claim 1, which is characterized in that the tunnel form further includes for fixing with exterior wall
Support plate (20), be supported on the bottom of the side frame (3) during installation.
9. tunnel form according to claim 1, which is characterized in that the tunnel form further includes extension board (21),
Room platform edges to be poured are fixed on when installation, for lengthening room platform to be poured.
10. a kind of shear wall structure tunnel form construction method, which is characterized in that the construction method includes using claim
Tunnel form described in 1 pour forming house top plate and side plate, the construction method the following steps are included:
Clear up room platform to be poured；
Surveying and locating goes out room location；
Setting guide wall form board, which carries out leading wall, to be poured；
Template (1) is led on wall to corresponding between lifting is described, and the exterior wall vertical plate (2), the side frame (3), the transverse direction is stifled
Plate (4), the vertical closure plate (5) are fixed on corresponding position；
It is pre-buried to carry out water power heating coil for template (1) surrounding or the outer side hanging steel mesh of the exterior wall vertical plate (2) between described；
In the fixed doors and windows template of predeterminated position；
Template (1) surrounding is poured to form the top plate in the house and side plate between described.
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| CN201910114181.3A CN109680927A (en) | 2019-02-14 | 2019-02-14 | Shear wall structure tunnel form and construction method |
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