CN107313589A - Outer wall of basement one side steel form support system and its construction method - Google Patents
Outer wall of basement one side steel form support system and its construction method Download PDFInfo
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- CN107313589A CN107313589A CN201710661077.7A CN201710661077A CN107313589A CN 107313589 A CN107313589 A CN 107313589A CN 201710661077 A CN201710661077 A CN 201710661077A CN 107313589 A CN107313589 A CN 107313589A
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- steel form
- pedestal
- exterior wall
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- truss
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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
- 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
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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
- 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)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The unilateral steel form support system of the outer wall of basement of the present invention and its construction method, are related to building engineering equipment technical field.There is workmen's labor intensity for existing support system big, the problem of formwork inefficiency.It includes being layed in sole plate and a pair of tracks parallel with exterior wall steel form；It is arranged at the pedestal that on track and can be slid along；And some sub-trusses that are vertical, being arranged at intervals and be connected with exterior wall steel form, bottom and the pedestal of sub-truss be hinged, and sub-truss passes through some top detachable connections for adjusting rod members and pedestal.Construction method：Assembled and fixed steel form support system, is poured after exterior wall concrete, removes ground anchor assemblies and diagonal brace, shrinks regulation rod member, the support of the exterior wall steel form after the demoulding is stated on pedestal, and enters the pouring construction that next workshop section continues exterior wall concrete.
Description
Technical field
The present invention relates to building engineering equipment technical field, more particularly to a kind of unilateral steel form support system of outer wall of basement
System and its construction method.
Background technology
At present, basement cast-in-place concrete exterior wall construction uses single side formwork fixed outer wall steel form, and single side formwork is main
It is that, by the use of shaped steel English truss and built-in fitting as the support system of template, the shaped steel English truss scale of construction is larger, dismounting repeatedly is pacified
Shaped steel English truss is filled, workmen's labor intensity is big, formwork inefficiency, moreover, part exterior wall steel form is not reproducible
Utilize, cause waste of material.
The content of the invention
There is workmen's labor intensity greatly for the support system of existing outer wall of basement steel form, formwork operating efficiency
Low the problem of.It is an object of the invention to provide a kind of unilateral steel form support system of outer wall of basement and its construction method, reduce
It is artificial dismantle repeatedly, install and movement exterior wall steel form workload, improve the efficiency of construction of outer wall of basement.
The technical solution adopted for the present invention to solve the technical problems is：Outer wall of basement one side steel form support system,
It includes being layed in a pair of tracks on basement sole plate and parallel with exterior wall steel form；Be arranged on the track and
The pedestal that can be slided along the track；And some supports that are vertical, being arranged at intervals and be connected with the exterior wall steel form
Truss, the bottom of the sub-truss is hinged with the pedestal, and the top and middle part of the sub-truss pass through some regulations
The top detachable connection of rod member and the pedestal.
It is preferred that, the pedestal includes the chassis body being made up of shaped steel, is installed on the roller of the chassis body bottom,
The inclined support of the close exterior wall steel form side of the pedestal is fixed on, and is fixed at the top of the chassis body
Some lugs that can be hinged with the regulation rod member, one side of the inclined support is perpendicularly fixed at the side of the chassis body
Face, the affixed some hinges that can be hinged with the otic placode of the sub-truss bottom in end of its another side.
It is preferred that, the sub-truss is the montant one and montant two by be arrangeding in parallel, and is connected between two montants
Some cross bars, the truss structure of brace composition, the montant one is connected by some gib headed bolts with the exterior wall steel form,
The two ends of the montant one and the montant two are connected with some lugs so that one end of the regulation rod member and the pedestal
It is hinged, its other end is hinged with the montant one or the montant two.
It is preferred that, in addition to some ground anchor assemblies, one side for being connected with hinge of the inclined support passes through the earth anchor
Component is temporarily affixed with the sole plate, and one end of the remote exterior wall steel form of the pedestal passes through described ground anchor assemblies
It is temporarily affixed with the sole plate.
It is preferred that, in addition to some diagonal braces, one end of the diagonal brace and the bolt connection of montant one, the diagonal brace it is another
One end and the Chuck top bolt connection.
It is preferred that, the affixed some horizontally disposed horizontal-associate rod members of montant one side and the Chuck top, institute
Horizontal-associate rod member is stated by arranged side by side and spaced two channel-section steels, and the horizontal-associate connecting plate structure being fixed on two channel airfoil plates
Web into, two channel-section steels is close to the axis of the horizontal-associate rod member and set, and between two channel-section steel webs between
Gap can accommodate anchor pole, and the two ends of the diagonal brace are respectively and fixedly connected with connecting plate, the connecting plate of the diagonal brace and the horizontal-associate rod member
The horizontal-associate rod member set on horizontal-associate connecting plate bolt connection, the pedestal also passes through the anchor pole through the horizontal-associate connecting plate and institute
State sole plate temporarily affixed.
It is preferred that, the regulation rod member is regulation screw mandrel, or is the hydraulic stem being connected with control system signal.
In addition, present invention also offers a kind of construction method of the unilateral steel form support system of outer wall of basement, step is such as
Under：
S1：The reinforcing bar of colligation outer wall of basement and examination, pre-buried a pair of tracks on the sole plate of basement, by exterior wall
Steel form and sub-truss assembly are connected as one and lifted to job site, pedestal and the sub-truss it is in place after, in institute
Connection regulation rod member and diagonal brace between pedestal and the sub-truss are stated, ground anchor assemblies is installed the pedestal is firmly secured to base
Plinth bottom plate, adjusts the perpendicularity of the sub-truss, acceptance(check) after-pouring exterior wall concrete；
S2：The intensity of outer wall of basement concrete is reached after design requirement, removes described ground anchor assemblies and the diagonal brace, is received
Contract the regulation rod member, makes the exterior wall demoulding steel formwork, the exterior wall steel form is with the sub-truss around the pedestal
Hinge is rotated clockwise, and the exterior wall steel form is supported in by the sub-truss on the pedestal, promotes the pedestal
Make it along the tracks travel and enter the pouring construction that next workshop section continues exterior wall concrete.
It is preferred that, the step S1 also includes, and in the stalk body section of the outer wall of basement, often installs some supports
After truss, press beam channel-section steel is interted between the sub-truss.
It is preferred that, the step S1 also includes, and the regulation exterior wall steel form is suitable for reading to incline to the outer wall of basement direction
Oblique 2mm~10mm.
Effect of the invention is that：
First, the unilateral steel form support system of outer wall of basement of the invention, exterior wall steel form and some vertically arranged branch
Truss connection is supportted, sub-truss is supported in Chuck top by some regulation rod members so that exterior wall steel form can be reliable and stable
Ground is supported in sub-truss；Particular, it is important that sub-truss bottom is hinged with pedestal, outer wall of basement concrete pouring construction
After the completion of, the exterior wall steel form after the demoulding can be rotated clockwise around base ends, and be slided with pedestal along track, so that will be outer
The movement of wall steel form continues the pouring construction of exterior wall concrete to next workshop section, reduces artificial dismounting repeatedly, installs and movement
The workload of exterior wall steel form, improves the operating efficiency of outer wall of basement single side formwork, exterior wall steel form and its support system
Turnover is high using number of times, and material wastage rate is low；Using the steel form support system support exterior wall steel form, sub-truss it is vertical
Degree is easily controllable, ensure that the perpendicularity and flatness of outer wall of basement, improves the concreting matter of outer wall of basement
Amount；In addition, using steel form support system one side support exterior wall steel form, without installing Screw arbor with nut at both-ends fixed outer wall punching block
Plate, does not interfere with the waterproof effect of underground engineering, it is ensured that construction quality.
2nd, the construction method of the unilateral steel form support system of outer wall of basement of the invention, first, at underground chamber base bottom
Pre-buried a pair of tracks on plate, installation pedestal and sub-truss it is in place after, between pedestal and sub-truss connection regulation rod member and
Diagonal brace, pedestal is fixed on sole plate by ground anchor assemblies, and sub-truss perpendicularity adjusts qualified after-pouring exterior wall concrete, outside
Hinge after wall demoulding steel formwork with sub-truss around pedestal is rotated clockwise, and exterior wall steel form is supported in base by sub-truss
On seat, promote pedestal it is realized the movement of exterior wall steel form along tracks travel, and enter next workshop section and continue exterior wall concrete
Pouring construction, the steel form support system of the construction method installs simple, in the presence of the regulation rod member of contraction, after the demoulding
Exterior wall steel form shift and be supported on pedestal, exterior wall steel form is slided with pedestal along track to be recycled into next workshop section and implements
The pouring construction of follow-up exterior wall concrete, the construction method automaticity is high, reduces artificial dismounting repeatedly, installs and movement
The workload of exterior wall steel form, improves the efficiency of construction of outer wall of basement.
Brief description of the drawings
Fig. 1 is the structural representation of the unilateral steel form support system of outer wall of basement of one embodiment of the invention；
Fig. 2 is supported in the schematic diagram of support system for the exterior wall steel form after the demoulding of one embodiment of the invention；
Fig. 3 is the schematic diagram of the pedestal of the unilateral steel form support system of outer wall of basement of one embodiment of the invention；
Fig. 4 is the structural representation of the sub-truss of the unilateral steel form support system of outer wall of basement of one embodiment of the invention
Figure；
Fig. 5 is Fig. 4 side view；
Fig. 6 is the structural representation of the horizontal-associate rod member of one embodiment of the invention.
Label is as follows in figure：
Sole plate 1；Outer wall of basement 2；Exterior wall steel form 3；Track 10；Pedestal 20；Chassis body 21；Inclined support
22；Hinge 24；Roller 25；Ground anchor assemblies 30；Horizontal-associate rod member 31；Channel-section steel 31a；Horizontal-associate connecting plate 31b；Anchor pole 32；Sub-truss
50；Montant 1；Montant 2 52；Cross bar 53；Brace 54；Otic placode 55；Adjust rod member 60；Diagonal brace 70.
Embodiment
Below in conjunction with the drawings and specific embodiments to the unilateral steel form support system of outer wall of basement proposed by the present invention and
Its construction method is described in further detail.According to following explanation and claims, advantages and features of the invention will more
It is clear.It should be noted that, accompanying drawing is using very simplified form and uses non-accurately ratio, only to convenient, apparent
Ground aids in illustrating the purpose of the embodiment of the present invention.For sake of convenience, described below " on ", " under " upper and lower with accompanying drawing
Direction is consistent, but this can not turn into the limitation of technical solution of the present invention.
Embodiment one：The present embodiment is by taking the construction of Certain Project as an example, and the exterior wall steel form 3 of basement is by multiple specifications
On-gauge plate for 2000mm (length) × 4200mm (height) is spliced, and on-gauge plate is by some horizontal back ribs being staggered, vertical
The skeleton of back rib composition and the panel composition being connected with frame bolt, panel is the cold-rolled steel sheet that thickness is 5mm, the size of panel
It need to be adjusted according to the actual conditions of outer wall of basement 2, horizontal back rib and vertical back rib are made of channel-section steel, adjacent two levels
The spacing of back rib is 250mm, and the spacing of adjacent two vertical back ribs is 2m, and adjacent two pieces of on-gauge plate bolt connections are whole into one
Body.
Illustrate the unilateral steel form support system of the outer wall of basement of the present invention with reference to Fig. 1 to Fig. 6, it includes being layed in
On basement sole plate 1 and a pair of tracks 10 parallel with exterior wall steel form 3；It is arranged on track 10 and can be along track
10 pedestals 20 slided；And some sub-trusses 50 that are vertical, being arranged at intervals and be connected with exterior wall steel form 3, this implementation
Every piece of on-gauge plate of example is installed a sub-truss 50 and supported, and bottom and the pedestal 20 of sub-truss 50 are hinged, sub-truss
50 top and middle part pass through some regulation rod members 60 and the top detachable connection of pedestal 20.
The unilateral steel form support system of the outer wall of basement of the present invention, exterior wall steel form 3 and some vertically arranged supports
Truss 50 is connected, and sub-truss 50 is supported in the top of pedestal 20 by some regulation rod members 60 so that exterior wall steel form 3 can be steady
It is fixed to be reliably supported in sub-truss 50；Particular, it is important that the bottom of sub-truss 50 is hinged with pedestal 20, outer wall of basement 2
After the completion of concrete pouring construction, the exterior wall steel form 3 after the demoulding can be rotated clockwise around the end of pedestal 20, and with pedestal 20
Slided along track 10, so that the movement of exterior wall steel form 3 to next workshop section to be continued to the pouring construction of exterior wall concrete, reduce people
Work dismantles repeatedly, install and movement exterior wall steel form 3 workload, improve the operating efficiency of the single side formwork of outer wall of basement 2,
Exterior wall steel form 3 and its support system turnover are high using number of times, and material wastage rate is low；It is outer using steel form support system support
Wall steel form 3, the perpendicularity of sub-truss 50 is easily controllable, ensure that the perpendicularity and flatness of outer wall of basement 2, improves
The concrete pouring quality of outer wall of basement 2；In addition, using steel form support system one side support exterior wall steel form 3, and
Screw arbor with nut at both-ends fixed outer wall steel form 3 need not be installed, the waterproof effect of underground engineering is not interfered with, it is ensured that construction quality.
As shown in figure 3, pedestal 20 includes the chassis body 21 being made up of shaped steel, the rolling of the bottom of chassis body 21 is installed on
Wheel 25, is fixed on the V-shaped inclined support 22 in the close side of exterior wall steel form 3 of pedestal 20, and be fixed on chassis body 21
Some lugs that can be hinged with regulation rod member 60 at top, one side of the inclined support 22 of V-arrangement is perpendicularly fixed at chassis body
21 side, the affixed some hinges 24 that can be hinged with the otic placode 55 of the bottom of sub-truss 50 in end of its another side.It is de-
Exterior wall steel form 3 after mould can be rotated clockwise around the hinge 24 of the end of inclined support 22, and carry exterior wall by pedestal 20
The weight of steel form 3, it is the rapid transporting that exterior wall steel form 3 can be achieved to promote pedestal 20, simple to operate, alleviates construction
The labor intensity of personnel, improves efficiency of construction.
As shown in figure 4, the sub-truss 50 of the present embodiment is the montant 1 and montant 2 52 by be arrangeding in parallel, and even
Be connected to three cross bars 53 between two montants, the truss structure that two braces 54 are constituted, montant 1 passes through some gib head spiral shells
Bolt (not shown) is connected with the horizontal back rib of exterior wall steel form 3, realize between sub-truss 50 and exterior wall steel form 3 can
It is detachably connected with, assembling between the two and dismantles convenient and swift and small to the degree of injury of component, montant 1 and perpendicular
The two ends of bar 2 52 are connected with some lugs so that three regulation rod members 60 one end be hinged with pedestal 20, its other end and
Montant 1 or montant 2 52 are hinged.Sub-truss 50 and pedestal 20, regulation rod member 60 and branch are connected by some regulation rod members 60
Supportting the articulated position of the upper lug of truss 50 can be adjusted flexibly according to construction needs so that the weight of the exterior wall steel form 3 after the demoulding
Amount can be transferred to pedestal 20 with the regulation rod member 60 of contraction, it is to avoid artificial unloading and carrying exterior wall steel form 3, improve construction
Security.The structure type of the sub-truss 50 of the present embodiment is only an example, can also use other similar truss structures,
Technical scheme can be achieved.
Please continue to refer to Fig. 3, outer wall of basement one side steel form support system also includes some ground anchor assemblies 30, oblique branch
One side for being connected with hinge 24 of frame 22 passes through interim affixed, the remote exterior wall steel of pedestal 20 of ground anchor assemblies 30 and sole plate 1
One end of template 3 is interim affixed by ground anchor assemblies 30 and sole plate 1；Ground anchor assemblies 30 are by foundation bolt, inside connecting rod, pressure
Beam, pulling-on piece, outer nut and outside connecting rod composition, the concrete structure and annexation of ground anchor assemblies 30 are prior art content, herein
No longer it is described in detail；Because foundation bolt is in J-shaped or one end buried foundation bottom plate 1 of L-shaped, it is thus possible to ensure that exterior wall steel form 3 is steady
Surely pedestal 20 is supported in without shifting, and foundation bolt is by the spiral self manufactures of φ 28, and its screw thread specification is M28,
Screw thread length is no less than 80mm；Foundation bolt is with sole plate 1 in 45 ° of angles, depth of burying 400mm, two neighboring lower margin spiral shell
Bolt spacing 1m.When pouring exterior wall concrete, to ensure that foundation bolt does not shift, and strengthen its breakout capacity, need to be on basis
The additional bar that the corresponding site increase length of bottom plate 1 is 200mm, foundation bolt is welded on additional bar, during weld job,
The effective diameter of foundation bolt should not be damaged, and the strength grade situation control for pouring into a mould test block according to the concrete of sole plate 1 is outer
Wall concrete pours the time, it is ensured that the breakout capacity construction of foundation bolt, which is met, to be required.
Please continue to refer to Fig. 1 and Fig. 2, for the stability connected between enhancing sub-truss 50 and pedestal 20, the basement
Exterior wall one side steel form support system also includes some diagonal braces 70, one end and the bolt connection of montant 1, diagonal brace 70 of diagonal brace 70
The other end and the top bolt connection of pedestal 20.
As shown in fig. 6, outer wall of basement one side steel form support system also includes some horizontal-associate rod members 31, horizontal-associate rod member 31
By arranged side by side and spaced two channel-section steel 31a, and the horizontal-associate connecting plate 31b being fixed on two channel-section steel 31a wing plates is constituted, and two
The axis that root channel-section steel 31a web is close to horizontal-associate rod member 31 is set, and the gap between two channel-section steel 31a webs can be accommodated
Anchor pole 32；As shown in figure 1, the side of montant 1 and the affixed some horizontally disposed horizontal-associate rod members 31 in the top of pedestal 20, tiltedly
The two ends of support 70 are respectively and fixedly connected with connecting plate, the connecting plate of diagonal brace 70 and the horizontal-associate connecting plate 31b bolt connections of horizontal-associate rod member 31；Such as
Shown in Fig. 3, the horizontal-associate rod member 31 set on pedestal 20 is also consolidated by the anchor pole 32 through horizontal-associate connecting plate 31b and sole plate 1
Connect.The setting of horizontal-associate rod member 31 causes the connection between diagonal brace 70 and sub-truss 50, pedestal 20 more to consolidate, and dismounting side
Just.
Above-mentioned ground anchor assemblies 30 and anchor pole 32 play a part of interim fixed pedestal 20, in the concrete of outer wall of basement 2
Pour the stage, the stability of exterior wall steel form 3 and its support system has decisive role, after the demoulding, earth anchor to construction quality
Component 30 and anchor pole 32 are easy to remove, and pedestal 20 and the exterior wall steel form 3 being hinged with it can be slided to next along track 10
Workshop section continues the pouring construction of outer wall of basement 2.
Regulation rod member 60 in the present embodiment is regulation screw mandrel, in addition, regulation rod member 60 or and control system signal
Hydraulic stem of connection etc., can be achieved the purpose flexibly stretched according to construction requirement.
Embodiment two：Illustrate the construction party of the unilateral steel form support system of the outer wall of basement of the present invention with reference to Fig. 1 to Fig. 5
Method, is comprised the following steps that：
S1：Colligation outer wall of basement reinforcing bar is simultaneously checked and accepted, pre-buried a pair of tracks 10 on sole plate 1, closes exterior wall steel form 3
When, the exterior wall sideline for making 3 times mouths of exterior wall steel form good with advance bullet is alignd, using gib headed bolt by exterior wall steel form 3 with supporting
The assembly of truss 50 connects into an entirety and lifted to job site, installation pedestal 20 and sub-truss 50 it is in place after, in pedestal
Connection regulation rod member 60 and diagonal brace 70 between 20 and sub-truss 50, install ground anchor assemblies 30 and pedestal 20 are firmly secured into base
Plinth bottom plate 1, need to draw logical line during pre-buried ground anchor assemblies 30, it is ensured that the ground anchor assemblies 30 of the same side are located along the same line, it is ensured that pour
When building the concrete of outer wall of basement 2,3 times mouths of exterior wall steel form will not spillage, the perpendicularity of regulation sub-truss 50, examination conjunction
Lattice after-pouring exterior wall concrete；
S2：The intensity of the concrete of outer wall of basement 2 is reached after design requirement, removes ground anchor assemblies 30 and diagonal brace 70, is shunk
Rod member 60 is adjusted, exterior wall steel form 3 is stripped, exterior wall steel form 3 is clockwise (i.e. around the hinge 24 of pedestal 20 with sub-truss 50
Direction away from outer wall of basement 2) rotate, exterior wall steel form 3 is supported on pedestal 20 by sub-truss 50, promotes pedestal 20
It is slided the movement for realizing exterior wall steel form 3 along track 10, and enter the pouring construction that next workshop section continues exterior wall concrete.
The construction method of the unilateral steel form support system of the outer wall of basement of the present invention, first, in basement sole plate 1
After upper pre-buried a pair of tracks 10, installation pedestal 20 and sub-truss 50 are in place, connect and adjust between pedestal 20 and sub-truss 50
Pole part 60 and diagonal brace 70, pedestal 20 are fixed on sole plate 1 by ground anchor assemblies 30, and the regulation of the perpendicularity of sub-truss 50 is qualified
After-pouring exterior wall concrete, the hinge 24 after the demoulding of exterior wall steel form 3 with sub-truss 50 around pedestal 20 is rotated clockwise, exterior wall
Steel form 3 is supported on pedestal 20 by sub-truss 50, is promoted pedestal 20 it is slided along track 10 and is realized exterior wall steel form 3
Movement, and enter the pouring construction that next workshop section continues exterior wall concrete, the steel form support system of the construction method is installed
Simply, in the presence of the regulation rod member 60 of contraction, the exterior wall steel form 3 after the demoulding is shifted and is supported on pedestal 20, exterior wall
Steel form 3 is slided along track 10 with pedestal 20 and is recycled into the pouring construction that next workshop section implements follow-up exterior wall concrete, and this is applied
Work method automaticity is high, reduces the workload of artificial dismounting, installation and movement exterior wall steel form 3 repeatedly, improves ground
The efficiency of construction of lower room exterior wall 2.
Above-mentioned steps S1 also includes, and in the stalk body section of outer wall of basement 2, often installs after 5~6 sub-trusses 50,
Intert press beam channel-section steel (not shown) between sub-truss 50 further to reinforce.
After the stress of sub-truss 50, exterior wall steel form 3 will be tilted slightly to the direction away from exterior wall, therefore, above-mentioned step
Rapid S1 also includes, and is pre-adjusted sub-truss 50 until exterior wall steel form 3 is suitable for reading to tilt about 2mm~10mm to exterior wall direction, originally
The preferred 5mm of the inclined depth of embodiment.
Foregoing description is only the description to present pre-ferred embodiments, not to any restriction of the scope of the invention, this hair
Any change, modification that the those of ordinary skill in bright field does according to the disclosure above content, belong to right.
Claims (10)
1. outer wall of basement one side steel form support system, it is characterised in that including：
It is layed in a pair of tracks on basement sole plate and parallel with exterior wall steel form；
It is arranged at the pedestal that can be slided on the track and along the track；
And some sub-trusses that are vertical, being arranged at intervals and be connected with the exterior wall steel form, the bottom of the sub-truss
Portion is hinged with the pedestal, and the top and middle part of the sub-truss can by the top of some regulation rod members and the pedestal
It is detachably connected with.
2. the unilateral steel form support system of outer wall of basement according to claim 1, it is characterised in that：The pedestal includes
The chassis body being made up of shaped steel, is installed on the roller of the chassis body bottom, is fixed on the close described outer of the pedestal
The inclined support of wall steel form side, and be fixed at the top of the chassis body it is some can with it is described regulation rod member be hinged
Lug, one side of the inclined support is perpendicularly fixed at the side of the chassis body, and the end of its another side is affixed some
The hinge that can be hinged with the otic placode of the sub-truss bottom.
3. the unilateral steel form support system of outer wall of basement according to claim 1, it is characterised in that：The sub-truss
It is the montant one and montant two by be arrangeding in parallel, and some cross bars, the truss knot of brace composition being connected between two montants
Structure, the montant one is connected by some gib headed bolts with the exterior wall steel form, and the two of the montant one and the montant two
End is connected with some lugs so that one end of the regulation rod member is hinged with the pedestal, its other end and the montant one
Or the montant two is hinged.
4. the unilateral steel form support system of outer wall of basement according to Claims 2 or 3, it is characterised in that：If also including
Dry ground anchor assemblies, one side for being connected with hinge of the inclined support is temporarily solid by described ground anchor assemblies and the sole plate
Connect, one end of the remote exterior wall steel form of the pedestal is temporarily affixed with the sole plate by described ground anchor assemblies.
5. the unilateral steel form support system of outer wall of basement according to claim 3, it is characterised in that：Also include some oblique
Support, one end of the diagonal brace and the bolt connection of montant one, the other end of the diagonal brace and the Chuck top bolt connection.
6. the unilateral steel form support system of outer wall of basement according to claim 5, it is characterised in that：The montant side
The affixed some horizontally disposed horizontal-associate rod members of face and the Chuck top, the horizontal-associate rod member is by arranged side by side and spaced
Two channel-section steels, and the horizontal-associate connecting plate being fixed on two channel airfoil plates are constituted, and the web of two channel-section steels is close to
The axis of the horizontal-associate rod member is set, and the gap between two channel-section steel webs can accommodate anchor pole, the two of the diagonal brace
End is respectively and fixedly connected with connecting plate, the horizontal-associate connecting plate bolt connection of the connecting plate of the diagonal brace and the horizontal-associate rod member, the pedestal
The horizontal-associate rod member of upper setting is also temporarily affixed by the anchor pole through the horizontal-associate connecting plate and the sole plate.
7. the unilateral steel form support system of outer wall of basement according to claim 1, it is characterised in that：The regulation rod member
For regulation screw mandrel, or the hydraulic stem to be connected with control system signal.
8. the construction method of outer wall of basement one side steel form support system as described in any one of claim 1 to 7, its feature exists
In step is as follows：
S1：The reinforcing bar of colligation outer wall of basement and examination, pre-buried a pair of tracks on the sole plate of basement, by exterior wall punching block
Plate and sub-truss assembly are connected as one and lifted to job site, pedestal and the sub-truss it is in place after, in the base
Connection regulation rod member and diagonal brace between seat and the sub-truss, install ground anchor assemblies and the pedestal are firmly secured into basic bottom
Plate, adjusts the perpendicularity of the sub-truss, acceptance(check) after-pouring exterior wall concrete；
S2：The intensity of outer wall of basement concrete is reached after design requirement, removes described ground anchor assemblies and the diagonal brace, shrinks institute
Regulation rod member is stated, makes the exterior wall demoulding steel formwork, the hinge of the exterior wall steel form and the sub-truss around the pedestal
Rotate clockwise, the exterior wall steel form is supported in by the sub-truss on the pedestal, promote the pedestal to make it
Continue the pouring construction of exterior wall concrete along the tracks travel and into next workshop section.
9. construction method according to claim 8, it is characterised in that：The step S1 also includes, outside the underground room
The stalk body section of wall, often installs after some sub-trusses, press beam channel-section steel is interted between the sub-truss.
10. construction method according to claim 8, it is characterised in that：The step S1 also includes, and adjusts the exterior wall steel
Template is suitable for reading to tilt 2mm~10mm to the outer wall of basement direction.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710661077.7A CN107313589A (en) | 2017-08-04 | 2017-08-04 | Outer wall of basement one side steel form support system and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710661077.7A CN107313589A (en) | 2017-08-04 | 2017-08-04 | Outer wall of basement one side steel form support system and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107313589A true CN107313589A (en) | 2017-11-03 |
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| CN201710661077.7A Pending CN107313589A (en) | 2017-08-04 | 2017-08-04 | Outer wall of basement one side steel form support system and its construction method |
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| CN107989375A (en) * | 2017-12-04 | 2018-05-04 | 四川省第十五建筑有限公司 | Vertical member concreting pressing device |
| CN108049628A (en) * | 2017-12-15 | 2018-05-18 | 上海建工五建集团有限公司 | Assembled architecture outer wall quickly pacifies form removal system and construction method without outrigger |
| CN108533290A (en) * | 2018-05-31 | 2018-09-14 | 中铁隧道局集团有限公司 | Silicon walks the light-duty lateral wall formwork jumbo of formula |
| CN109235209A (en) * | 2018-11-05 | 2019-01-18 | 中铁五局集团路桥工程有限责任公司 | A kind of concrete road shoulder construction equipment for cutting |
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| CN107989375A (en) * | 2017-12-04 | 2018-05-04 | 四川省第十五建筑有限公司 | Vertical member concreting pressing device |
| CN107989375B (en) * | 2017-12-04 | 2024-05-28 | 四川省第十五建筑有限公司 | Vertical component concrete placement pushing device |
| CN108049628A (en) * | 2017-12-15 | 2018-05-18 | 上海建工五建集团有限公司 | Assembled architecture outer wall quickly pacifies form removal system and construction method without outrigger |
| CN108049628B (en) * | 2017-12-15 | 2023-10-20 | 上海建工五建集团有限公司 | Assembled building outer wall frame-free rapid installing and dismantling formwork system and construction method |
| CN108533290A (en) * | 2018-05-31 | 2018-09-14 | 中铁隧道局集团有限公司 | Silicon walks the light-duty lateral wall formwork jumbo of formula |
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| CN109322483A (en) * | 2018-10-25 | 2019-02-12 | 上海绿地建设(集团)有限公司 | A kind of reinforcing support construction of shear wall exterior sheathing |
| CN109235209A (en) * | 2018-11-05 | 2019-01-18 | 中铁五局集团路桥工程有限责任公司 | A kind of concrete road shoulder construction equipment for cutting |
| CN111496976A (en) * | 2019-01-31 | 2020-08-07 | 周兆弟 | Method for forming wall by using mould |
| CN111042574A (en) * | 2019-12-18 | 2020-04-21 | 上海建工四建集团有限公司 | Protection device for outer wall and construction method thereof |
| CN112252363A (en) * | 2020-10-22 | 2021-01-22 | 中国铁建大桥工程局集团有限公司 | Supporting device and supporting method for movable subway station side wall supporting steel formwork |
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| CN112282785A (en) * | 2020-10-28 | 2021-01-29 | 上海隧道工程有限公司 | Tunnel portal steel ring installation device and installation method thereof |
| CN112523088A (en) * | 2020-11-04 | 2021-03-19 | 北京中交桥宇科技有限公司 | Template supporting device for building bridge construction |
| CN112523088B (en) * | 2020-11-04 | 2022-07-29 | 北京中交桥宇科技有限公司 | Template supporting device for building bridge construction |
| CN112609964A (en) * | 2020-12-17 | 2021-04-06 | 中国核工业第五建设有限公司 | Movable formwork assembly and construction method of building formwork |
| CN112943301A (en) * | 2021-02-05 | 2021-06-11 | 广西名嘉钢结构工程有限公司 | Shed tunnel construction bearing structure |
| CN112962986A (en) * | 2021-03-17 | 2021-06-15 | 河北洺安金属制品有限公司 | Multi-point diagonal bracing device for prefabricated building vertical surface |
| CN113445731A (en) * | 2021-07-20 | 2021-09-28 | 上海建工一建集团有限公司 | Single-side formwork supporting system and using method thereof |
| CN113482665B (en) * | 2021-08-18 | 2022-03-25 | 廉江市第三建筑工程有限公司 | Construction method of single side wall formwork trolley |
| CN113482665A (en) * | 2021-08-18 | 2021-10-08 | 廉江市第三建筑工程有限公司 | Construction method of single side wall formwork trolley |
| CN113719305A (en) * | 2021-09-11 | 2021-11-30 | 青岛康太源建设集团有限公司 | A high strength adjustable supporting construction for construction |
| CN113700293A (en) * | 2021-09-27 | 2021-11-26 | 通号建设集团有限公司 | Movable single-side formwork support system and construction method thereof |
| CN114892959A (en) * | 2022-03-28 | 2022-08-12 | 上海建工四建集团有限公司 | Concrete wall formwork system |
| CN114892959B (en) * | 2022-03-28 | 2024-01-09 | 上海建工四建集团有限公司 | Concrete wall die carrier system |
| CN116201361A (en) * | 2023-02-01 | 2023-06-02 | 百盛联合集团有限公司 | Integrated cast-in-situ formwork structure and construction method of continuous wall formwork |
| CN116084695A (en) * | 2023-04-11 | 2023-05-09 | 北京城建集团有限责任公司 | Adjustable haunched outer wall unilateral formwork supporting system and installation method |
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Inventor after: Li Yan Inventor after: Pan Feng Inventor after: Zhang Chunjie Inventor before: Li Yan Inventor before: Pan Feng Inventor before: Zhang Chunjie Inventor before: Fan Xianming |