CN107740573A - A kind of beam slab early tears supporting construction component open - Google Patents
A kind of beam slab early tears supporting construction component open Download PDFInfo
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- CN107740573A CN107740573A CN201711218019.3A CN201711218019A CN107740573A CN 107740573 A CN107740573 A CN 107740573A CN 201711218019 A CN201711218019 A CN 201711218019A CN 107740573 A CN107740573 A CN 107740573A
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- beam slab
- steel pipe
- adjusting rod
- open
- chassis
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- 238000010276 construction Methods 0.000 title claims abstract description 70
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 78
- 239000010959 steel Substances 0.000 claims abstract description 78
- 230000033228 biological regulation Effects 0.000 claims description 86
- 238000009826 distribution Methods 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims description 2
- 239000000463 material Substances 0.000 abstract description 20
- 238000003780 insertion Methods 0.000 abstract description 5
- 230000037431 insertion Effects 0.000 abstract description 5
- 230000000712 assembly Effects 0.000 abstract description 3
- 238000000429 assembly Methods 0.000 abstract description 3
- 230000003014 reinforcing effect Effects 0.000 abstract description 3
- 238000012546 transfer Methods 0.000 abstract description 3
- 229910052799 carbon Inorganic materials 0.000 abstract description 2
- 238000009415 formwork Methods 0.000 description 6
- 238000013461 design Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 230000001105 regulatory effect Effects 0.000 description 3
- 238000003860 storage Methods 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 3
- 239000002699 waste material Substances 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical group [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 208000027418 Wounds and injury Diseases 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000001112 coagulating effect Effects 0.000 description 1
- 230000005494 condensation Effects 0.000 description 1
- 238000009833 condensation Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 208000014674 injury Diseases 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000007115 recruitment Effects 0.000 description 1
- 238000010079 rubber tapping Methods 0.000 description 1
- 230000003827 upregulation Effects 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
- E04G11/36—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
- E04G11/48—Supporting structures for shutterings or frames for floors or roofs
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/04—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for lintels, beams, or transoms to be encased separately; Special tying or clamping means therefor
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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 present invention relates to a kind of beam slab early to tear supporting construction component open, and it includes beam slab and early tears construction package, steel pipe support component and positioning adjusting part open；Beam slab early tears the upper end that adjusting rod in construction package sets one end insertion supporting steel pipe of rubber sleeve open so that beam slab is early torn construction package open and is removably connected with steel pipe support component；Screw rod is provided with the lower end of one end insertion supporting steel pipe of the second rubber sleeve in positioning adjusting part so that positioning adjusting part is removably connected with steel pipe support component.The achievable floor of the present invention or beam wall form are early torn open, i.e. concrete strength reaches i.e. dismountable other assemblies except supported rod erecting and in addition to necessary drawing link structure when 50%, and now setting time needed for concrete at 35 days or so, therefore needing to be equipped with template and reinforcing the materials such as steel pipe, beam slab support be stupefied only needs 1.1 1.2 sets, greatly reduce the input of material, material week transfer efficient is improved, overall cost is lower, and the usage amount of material reduces the policy for also more meeting national low-carbon environment-friendly.
Description
Technical field
The present invention relates to construction engineering technical field, concretely relates to a kind of beam slab and early tears supporting construction component open.
Background technology
At present, in construction, when casting the concrete components such as floor or beam body at the scene, more using template, tradition
Steel pipe support, U-shaped jacking etc. assemble.But because the technology restriction of support system, template need concrete strength to reach
More than 75% could remove, at least more than 20 days the time required to concrete coagulating time, it is therefore desirable to be equipped with template and reinforce steel
Pipe, beam slab support is stupefied etc., and material needs at least more than 3 sets, causes live material usage to waste damage greatly, fund input is big more.In addition
Steel pipe support is less with ground contact surface, and pressure is easily damaged greatly ground, now uses the rebasing protection of wood particle but steel pipe is easily pressed
Bad pressure wears wood particle, causes supporting frame potential safety hazard, and install extremely inconvenient.
Further, since when ground flat degree is difficult to ensure, the height regulation of steel pipe support is just very difficult, and last worker exists
Due to no positioning normative reference during placing steel tubes, steel pipe put it is random larger, it is steady when causing the steel pipe support to be connected
It is qualitative poor, there are quality and potential safety hazard, and the needs of formwork can not be met well and cause repetition recruitment of doing over again, cause
Manpower wastes serious.
In addition, being welded with button disk in conventional steel, then it is buckled in by cross bar on disk and is attached into steel pipe between each other
It is overall.But because button disk is to be fixed on using welding manner on steel pipe, its position is changeless, because ground flat degree is difficult
During ensureing, steel pipe is put easily to be uneven on the ground, then more difficult operation when being buckled in by cross bar on disk, and easily pine
It is dynamic to cause potential safety hazard.Simultaneously because button disk is welded on steel pipe, collision occurs unavoidably in use, easily occurs
Phenomena such as welding position loosens, and button disk comes off, at this moment will cause major safety risks, and this has when being also meeting on construction site
The accident of generation.Because button disk is integrally fixed on steel pipe, causes its overall volume significantly to increase, cause storage and cost of transportation
Greatly increase.Last present traditional wheel button, disk are buckled, hitch etc. just secures the specification of steel pipe in production, and are made
Into not high with live actual match degree, materials'use amount can be caused to increase, cause serious waste of material.
The content of the invention
For the deficiency of prior art, the invention provides a kind of beam slab early to tear supporting construction component open.
It is as follows that the beam slab of the present invention early tears supporting construction component concrete technical scheme open：
A kind of beam slab early tears supporting construction component open, and it includes beam slab and early tears construction package, steel pipe support component and positioning tune open
Save component；Wherein, the steel pipe support component includes：Supporting steel pipe, the button disk being detachably arranged on the supporting steel pipe
And fastener；The fastener is arranged at below the button disk；The beam slab, which early tears construction package open, to be included：Adjusting rod, removably set
The rubber sleeve that is placed in the adjusting rod bottom, the top plate for being detachably arranged in adjusting rod upper end end, rotatably set
The upper regulation ring and lower regulation ring that are placed on the adjusting rod and between the rubber sleeve and the top plate and slidably
The supporting plate being arranged on the adjusting rod and between the upper regulation ring and the top plate；In the mounted state, it is described
Beam slab early tears the upper end that adjusting rod described in construction package is provided with one end insertion supporting steel pipe of the rubber sleeve open so that
The beam slab is early torn construction package open and is removably connected with the steel pipe support component；The positioning adjusting part includes：By
The collet of chassis screw rod composition externally threaded with the band for being vertically installed in the chassis medium position, it is sheathed on the screw rod top
The second rubber sleeve and the screw rod that is rotatably arranged in the collet on and positioned at the chassis and second rubber
Regulation ring between set；Four locating slots for being in cross distribution are additionally provided with the chassis；In the mounted state, it is described
Screw rod described in positioning adjusting part is provided with the lower end of one end insertion supporting steel pipe of second rubber sleeve so that institute
Positioning adjusting part is stated with the steel pipe support component to be removably connected.
The beam slab of the present invention is early torn open in supporting construction component, and beam slab early tears construction package open and is inserted into steel pipe branch by adjusting rod
Support component top, the height that beam slab early tears construction package open can be adjusted by upper regulation ring and lower regulation ring, while on adjusting rod
Rubber sleeve can reduce beam slab and early tear construction package open and rocked inside steel pipe support component；Positioning adjusting part is inserted by screw rod
To the bottom of steel pipe support component, the height of steel pipe support component can be adjusted by regulation ring, while position adjusting part
Chassis on have a locating slot, worker can be by the way that the position line of vertical and horizontal locating slot and ground be carried out when installing steel pipe support
It is calibrated, it ensure that the accuracy of steel pipe support position；Have on steel pipe support component and removably buckle disk, beam slab early tears supporting construction open
Component can be buckled on disk by cross bar be connected with each other each other；The height of the other button disk can be adjusted arbitrarily as needed
Whole, detachable immediately below button disk to be provided with fastener, fastener for make-up disk does second protection to prevent its slip, it is all detain disks and
Fastener can be dismantled conveniently, be easy to safeguard, transport and store in a warehouse.
According to a preferred embodiment, the adjusting rod includes smooth department and threaded portion, is formed as a top
The screw rod of non-threaded；And the end set in described smooth department one end has a screwed hole.
According to a preferred embodiment, the upper regulation ring is identical with the lower regulation ring structure, and it includes one
Tapped annulus and the first regulation support arm being symmetricly set on the annulus lateral wall and the second regulation support arm；Installing
Under state, the internal thread on the annulus is connected with the external screw thread on the threaded portion in the adjusting rod so that the up-regulation
Section ring and the lower regulation ring are rotatably arranged on the adjusting rod.
According to a preferred embodiment, the supporting plate includes poppet body and is respectively arranged at the poppet body two
The baffle plate of side；And through hole is provided with the middle part of the poppet body, one is provided with the poppet body bottom surface and is led to described
The body of hole connection；In the mounted state, smooth department one end of the adjusting rod passes through the body and the through hole so that institute
Supporting plate is stated to be slidably arranged on the adjusting rod and held by the upper regulation ring；And in the body and the supporting plate
The junction of body is also evenly arranged with multiple second ribs.
According to a preferred embodiment, the top plate includes top plate body and is vertically installed in the top plate body bottom
The connecting screw of Middle face position；In the mounted state, the connecting screw and the screw thread of described adjusting rod one end end
Hole is threadedly coupled so that the top plate is detachably arranged in adjusting rod upper end end；And on the top plate body
It is additionally provided with multiple circular holes；In a state of use, the top plate by multiple circular holes with beam slab support is stupefied is connected.
According to a preferred embodiment, the button disk and the fastener are detachably arranged in institute by bolt respectively
State on supporting steel pipe.
According to a preferred embodiment, multiple add also is evenly arranged with the junction on the chassis and the screw rod
Strong rib；In the mounted state, the ribs is between the chassis and the regulation ring.
According to a preferred embodiment, multiple circular holes are also evenly arranged with the chassis；In a state of use,
Fixing screws fix the chassis through the circular hole after the chassis positioning, to prevent the chassis off normal.
According to a preferred embodiment, the structure of the regulation ring and the upper regulation ring and the lower regulation ring knot
Structure is identical；And adjusted the first of the regulation ring and be respectively arranged with anticreep lanyard hole on support arm and the second regulation support arm.
According to a preferred embodiment, the chassis is circular base plate or square chassis.
Compared with prior art, beam slab of the invention is early torn supporting construction component open and had the advantages that：
1st, early tearing construction package open by the beam slab in the present invention can realize that floor or beam wall form are early torn open, i.e. concrete strength
Reach i.e. dismountable other assemblies except supported rod erecting and in addition to necessary drawing link structure when 50%, and now condensed needed for concrete
Time was at 3-5 days or so, it is therefore desirable to is equipped with template and reinforcing the materials such as steel pipe, beam slab support be stupefied only needs 1.1-1.2 to cover, subtract significantly
The input of few material, improves material week transfer efficient, and overall cost is lower, and the usage amount of material, which is reduced, also more meets national low-carbon
The policy of environmental protection.
2nd, by the positioning adjusting part in the present invention, can be very good to protect mattess, while pass through band spiral shell
The screw rod and regulation ring of line can adjust steel pipe height according to the flatness on ground；Pass through the locating slot of both direction in length and breadth, work
People can accurately place this construction package according to the mode that locating slot and position line are combined, and ensure that integrated connection stability
And accuracy；The construction package also has function that is conveniently detachable and carrying simultaneously, substantially increases worker's efficiency of construction.
3rd, the disk of buckleing on the steel pipe support component in the present invention is removably to lock onto on steel pipe, and its upper-lower position is can
It is adjusted according to the flatness on ground or the height needed to use, while in order to ensure the possibility of button disk slip, in button disk
Underface is lock onto on steel pipe using fastener again, to prevent detaining the slip of disk, serves the effect of double insurance；Button disk is with buckleing in addition
Part uses dismountable mode and fastener for connection, can conveniently dismantle, easily be easy to safeguard, is easy to storage and the transport week of material again
Turn, substantially reduce cost.
Brief description of the drawings
, below will be to needed for embodiment description in order to illustrate more clearly of the technical scheme in patent Example of the present invention
The accompanying drawing to be used is briefly described.Obviously, described accompanying drawing is the part of the embodiment of patent of the present invention, rather than entirely
Portion's embodiment, those skilled in the art on the premise of not paying creative work, can also obtain it according to these accompanying drawings
His design and accompanying drawing.
Fig. 1 is the structural representation that beam slab of the present invention early tears supporting construction component open；
Fig. 2 is enlarged drawing at A in Fig. 1；
Fig. 3 is the structural representation that beam slab early tears construction package open；
Fig. 4 is the structural representation that beam slab early tears adjusting rod in construction package open；
Fig. 5 is the structural representation of rubber sleeve in the present invention；
Fig. 6 is that beam slab early tears the structural representation of upper regulation ring and lower regulation ring in construction package open；
Fig. 7 is the structural representation that beam slab early tears supporting plate in construction package open；
Fig. 8 is the structural representation that beam slab early tears top plate in construction package open；
Fig. 9 is the structural representation for positioning the first embodiment of adjusting part；
Figure 10 is the structural representation for positioning the collet that ribs is provided with adjusting part the first embodiment；
Figure 11 is the top view for positioning collet in adjusting part the first embodiment；
Figure 12 is the structural representation for positioning second of embodiment of adjusting part；
Figure 13 is the structural representation for positioning the collet that ribs is provided with second of embodiment of adjusting part；
Figure 14 is the top view for positioning collet in second of embodiment of adjusting part；
Figure 15 is the structural representation of regulation ring in the present invention；
Figure 16 is that beam slab of the present invention early tears the structural representation that supporting construction component is in connection status open；
Figure 17, Figure 18 are the schematic diagrames of different angle when button disk and fastener are connected with supporting steel pipe in the present invention；
Figure 19 is the structural representation that another beam slab early tears construction package open；
Figure 20 is the structural representation of adjusting rod in Figure 19；
Figure 21 is the structural representation of supporting plate in Figure 19；
Figure 22 is the structural representation of top plate in Figure 19；
Figure 23 is to position the structural representation that fixed tray is provided with adjusting part the first embodiment；
Figure 24 is to position the structural representation that fixed tray is provided with second of embodiment of adjusting part.
Embodiment
It is described in detail below in conjunction with the accompanying drawings.
As shown in Fig. 1, Figure 16, a kind of beam slab early tears supporting construction component open, and it includes beam slab and early tears construction package 4000, steel open
Pipe support component and positioning adjusting part 5000.
Wherein, steel pipe support component includes：Supporting steel pipe 1000, the button disk being detachably arranged on supporting steel pipe 1000
2000 and fastener 3000.Fastener 3000 is arranged at the lower section of button disk 2000.The quantity of fastener 3000 can be multiple, below each
It is provided with button disk 2000.
Preferably, detain disk 2000 and fastener 3000 is detachably arranged on supporting steel pipe 1000 by bolt respectively.Such as
Shown in Fig. 2, Figure 17, Figure 18.
Disk is buckled by screw locking on steel pipe on supporting steel pipe component, and its upper-lower position is can be according to the smooth of ground
The height spent or needed to use is adjusted, while in order to ensure the possibility of button disk slip, is used and buckled again immediately below button disk
Part is lock onto on steel pipe, to prevent detaining the slip of disk, serves the effect of double insurance.In addition, button disk uses bolt with fastener
With fastener for connection, it can conveniently dismantle, easily be easy to safeguard, the storage and transport for being easy to material again are had enough to meet the need, and substantially reduce cost.
Further, it is provided with reinforcer in supporting steel pipe bottommost.Due to the normal regulation ring with jacking in supporting steel pipe bottom
It is in contact, frictional dissipation can be carried out with steel pipe end surface when adjusting regulation ring, so strengthening by way of setting reinforcer, together
When increase the service life.
As shown in Figures 3 to 8, beam slab, which early tears construction package open, includes adjusting rod 4100, rubber sleeve 4200, regulating part, supporting plate
4400 and top plate 4500.
Preferably, adjusting rod 4100 includes smooth department 4110 and threaded portion 4120, is formed as a top non-threaded
Screw rod；And the end set in the one end of smooth department 4110 has a screwed hole 4130.
Preferably, rubber sleeve 4200 is cylindrical.Rubber sleeve 4200 is detachably arranged in the lower end of adjusting rod 4100.Tool
Body, rubber sleeve 4200 can be directly sleeved on adjusting rod 4100.Or it is provided with and adjusts on the inwall of rubber sleeve 4200
The internal thread that threaded portion 4120 on bar 4100 is engaged.In the mounted state, internal thread is threadedly coupled with threaded portion 4120, is made
Rubber sleeve 4200 is obtained to be detachably arranged on adjusting rod 4100.Preferably, the quantity of rubber sleeve 4200 is two.
By setting rubber sleeve on adjusting rod, it is ensured that beam slab is early torn construction package open and is inserted into inside supporting steel pipe
Afterwards, reduction beam slab early tears the gap between construction package and supporting steel pipe open, prevents beam slab from early tearing construction package open and rocking, and ensure that whole
Beam slab early tears the resistance to overturning of construction package open.
Top plate 4500 is detachably arranged in the upper end end of adjusting rod 4100.Top plate 4500 includes the He of top plate body 4510
It is vertically installed in the connecting screw 4520 of the bottom surface medium position of top plate body 4510.
In the mounted state, connecting screw 4520 is threadedly coupled with the screwed hole 4130 of one end end of adjusting rod 4100, is made
Obtain top plate 4500 and be detachably arranged in the upper end end of adjusting rod 4100.Top plate carries out screw thread company by connecting screw and adjusting rod
Connect, and convenient dismounting, it is versatile.
Further, multiple circular holes 4511 are additionally provided with top plate body 4510.In a state of use, top plate 4500 is logical
Cross multiple circular holes 4511 and beam slab support is stupefied is connected.
Regulating part includes upper regulation ring 4310 and lower regulation ring 4320.Upper regulation ring 4310 and lower regulation ring 4320 can turn
Dynamic is arranged on adjusting rod 4100, and upper regulation ring 4310 and lower regulation ring 4320 are located at rubber sleeve 4200 and top plate 4500
Between.
Upper regulation ring 4310 is identical with the lower structure of regulation ring 4320, and it is including a tapped annulus 4301 and symmetrically
The first regulation support arm 4302 and second being arranged on the lateral wall of annulus 4301 adjusts support arm 4303.
In the mounted state, the internal thread on annulus 4301 and the external screw thread phase on the threaded portion 4120 in adjusting rod 4100
Connection so that upper regulation ring 4310 and lower regulation ring 4320 are rotatably arranged on adjusting rod 4100.
By setting the upper regulation ring with being threadedly coupled on adjusting rod, it can play a part of holding supporting plate, and can
Lifted by screw thread, and then adjust the height of supporting plate, convenient handling；Lower regulation with being threadedly coupled is set on adjusting rod
Ring, lower regulation ring are spindle rotationally arranged on adjusting rod by screw thread, and early tearing construction package open when whole beam slab is inserted into supporting steel
When inside pipe, you can adjust the height that beam slab early tears construction package open by rotating lower regulation ring.
First regulation support arm 4302 and second, which adjusts support arm 4303, to be used as handle, convenient to rotate upper regulation ring 4310
With lower regulation ring 4320.
Preferably, adjusted in the first regulation support arm 4302 and second and be respectively arranged with the second anticreep lanyard hole on support arm 4303
4304.Anti- second de- lanyard hole 4304 is set respectively on support arm 4303 by being adjusted in the first regulation support arm 4302 and second, made
Total component can be connected by used time the second anticreep lanyard hole 4304 by materials such as rope or iron chains with steel pipe support, convenient
Worker carries out overall carrying.
Supporting plate 4400 is slidably arranged on adjusting rod 4100, and supporting plate 4400 is located at upper regulation ring 4310 and top plate
Between 4500；Supporting plate 4400 is enabled to adjust height with the rotation of upper regulation ring 4310.
Supporting plate 4400 includes poppet body 4410 and is respectively arranged at the baffle plate 4420 of the both sides of poppet body 4410.And
The middle part of poppet body 4410 is provided with through hole 4411, and the bottom surface of poppet body 4410 is provided with a body connected with through hole 4411
4430。
In the mounted state, one end of smooth department 4110 of adjusting rod 4100 passes through body 4430 and through hole 4411 so that support
Plate 4400 is slidably arranged on adjusting rod 4100 and held by upper regulation ring 4310.
By setting baffle plate respectively in poppet body both sides, position-limiting action can be played to the position of the stupefied placement of master, prevented
Master is stupefied to come off.
Further, multiple second ribs are also evenly arranged with the junction of body 4430 and poppet body 4410
4440.The intensity that ribs can be used for strengthening supporting plate is set in supporting plate bottom to bear to lead stupefied load.
As shown in figure 19, additionally provide second of preferable beam slab and early tear construction package open.Early torn open with the first above-mentioned beam slab
Construction package is compared, and the main distinction that second of beam slab early tears construction package open is adjusting rod 4100, supporting plate 4400 and top plate
4500 structure is different.
Wherein, adjusting rod 4100 is a screw rod, as shown in figure 20.
As shown in figure 21, supporting plate 4400 includes poppet body 4410.In the present embodiment, poppet body 4410 is a flat board.
The middle part of poppet body 4410 is provided with through hole 4411, the bottom surface of poppet body 4410 is provided with a pipe connected with through hole 4411
Body 4430.In the mounted state, one end of adjusting rod 4100 passes through body 4430 and through hole 4411 so that supporting plate 4400 is slidably
Be arranged on adjusting rod 4100 and held by upper regulation ring 4310.Further, in body 4430 and poppet body 4410
Junction is also evenly arranged with multiple second ribs 4440.Ribs is set to can be used for strengthening the strong of supporting plate in supporting plate bottom
Degree, to bear to lead stupefied load.
Top plate 4500 is detachably arranged in the upper end of adjusting rod 4100.Top plate 4500 is including top plate body 4510 and vertically
The screw shell 4530 of the bottom surface medium position of top plate body 4510 is arranged at, as shown in figure 22.
In the mounted state, screw shell 4530 is connected with the threaded upper ends of adjusting rod 4100 so that top plate 4500 is detachable
Be arranged at the upper end of adjusting rod 4100.Top plate is threadedly coupled by screw shell with adjusting rod, and convenient dismounting, versatility
By force.And the 3rd ribs 4540 is provided between screw shell 4530 and top plate body 4510.
Further, multiple circular holes 4511 are additionally provided with top plate body 4510.In a state of use, top plate 4500 is logical
Cross multiple circular holes 4511 and beam slab support is stupefied is connected, make beam slab and the integral structure of support body.
Further, the edges and corners in adjusting rod 4100, rubber sleeve 4200, regulating part, supporting plate 4400 and top plate 4500 are equal
Using fillet structure.
It is suitable by will be possible to take fillet with the part of worker exposure in the construction package for early-dismantling
Sliding processing, the injury such as scratch, the safe design of this hommization, ensures worker caused by avoiding the corner angle of parts possible to worker
Use the security of process.
In the mounted state, beam slab early tears one end insertion branch that adjusting rod 4100 in construction package sets rubber sleeve 4200 open
Support the upper end of steel pipe 1000 so that beam slab is early torn construction package open and is removably connected with steel pipe support component.
Early tearing construction package open by the beam slab in the present invention can realize that floor or beam wall form are early torn open, i.e., concrete strength reaches
It is dismountable other assemblies except supported rod erecting and in addition to necessary drawing link structure during to 50%, and now needed for concrete during condensation
Between at 3-5 days or so, it is therefore desirable to be equipped with template and reinforcing the materials such as steel pipe, beam slab support be stupefied only need 1.1-1.2 to cover, greatly reduce
The input of material, material week transfer efficient is improved, overall cost is lower, and the usage amount of material, which is reduced, also more meets national low-carbon ring
The policy of guarantor.
Positioning adjusting part includes two kinds of embodiments.
As shown in Fig. 9 to 11 and Figure 15, in the first embodiment, positioning adjusting part includes collet 5100, regulation ring
5200 and second rubber sleeve.
Collet 5100 includes a chassis 5110 and is vertically installed in the externally threaded screw rod of band of the medium position of chassis 5110
5120.Preferably, chassis 5110 is circular base plate.It is furthermore preferred that chassis 5110 is a diameter of 100mm-150mm circular base
Disk.
Further, four locating slots 5140 for being in cross distribution are additionally provided with chassis 5110.Preferably, position
The width of groove 5140 about 2-5mm, depth 2-5mm, length 10-30mm.
When being difficult to ensure due to concrete ground surface evenness, the height regulation of steel pipe is just very difficult, and last worker is being put
Due to no positioning normative reference when putting steel pipe, steel pipe puts random larger, stress point when causing the steel pipe support to be connected
Uneven less stable, there is quality and potential safety hazard.
By setting four locating slots 5140 in cross distribution in both direction in length and breadth on chassis 5110, worker can root
The mode being combined according to the position line on locating slot and mattess carrys out accurate placing steel tubes, ensure that steel pipe is connected
The accuracy of stability and formwork construction.
Further, multiple ribs 5130 are also evenly arranged with the junction of chassis 5110 and screw rod 5120.Pacifying
Under dress state, ribs 5130 is between chassis 5110 and regulation ring 5200.
By setting multiple ribs in the junction of chassis 5110 and screw rod 5120, ribs can be used for withstanding during use
Regulation ring makes it not drop；Simultaneously, additionally it is possible to by tapping ribs so that collet can be positioned more accurately.
In addition, multiple circular holes 5150 are also evenly arranged with chassis 5110.In a state of use, after chassis 5110 positions
Fixing screws fix chassis 5110 through circular hole 5150, to prevent the off normal of chassis 5110.
Regulation ring 5200 is identical with upper regulation ring, lower regulation ring structure, is also set including a tapped annulus and symmetrically
The the first regulation support arm and the second regulation support arm being placed on annulus lateral wall.And in the first regulation support arm and the second regulation support arm
On be respectively arranged with anticreep lanyard hole 5240.
By setting anticreep lanyard hole 5240 respectively on the first regulation support arm and the second regulation support arm, anticreep during use
Total component can be connected by lanyard hole 5240 by materials such as rope or iron chains with steel pipe support, facilitate worker to carry out overall
Carry.
In the mounted state, the internal thread on annulus is connected with the external screw thread on screw rod 5120 so that regulation ring 5200
Rotatably it is arranged on the screw rod 5120 in collet 5100.
Preferably, the second rubber sleeve is identical with the structure of rubber sleeve 4200.It is directly set on screw rod 5120.Or
The screw thread being engaged with the external screw thread on screw rod 5120 is provided with second rubber sleeve.In the mounted state, screw thread and screw rod
External screw thread on 5120 is connected so that the second rubber sleeve is rotatably arranged on the screw rod 5120 in collet 5100；And
Regulation ring 5200 is located between the rubber sleeve of chassis 5110 and second.Preferably, the quantity of the second rubber sleeve is two.
In addition, it is possible in the positioning adjustment structure component of the support with concrete protection ground effects of the present embodiment
The smooth processing of fillet is taken with the part of worker exposure, the wound such as scratch caused by avoiding the corner angle of parts possible to worker
Evil, the safe design of this hommization, ensure that worker uses the security of process.
Further, a fixed tray 5400 for being used for secured adjusted ring 5200 is additionally provided with collet 5100, such as
Shown in Figure 23.When building high-supported formwork support body, fixed tray 5400 fixes regulation ring 5200, prevents this construction package from adjusting
Section height, to ensure the general safety of high-supported formwork support body.
Second of embodiment of adjusting part is positioned as shown in Figure 12 to 15, the difference of its first embodiment
It is, chassis 5110 is square chassis in second of embodiment, and remaining structure is identical.Preferably, chassis 5110 is that width is
100mm-150mm square chassis.
Further, a fixed tray 5400 for being used for secured adjusted ring 5200 is additionally provided with collet 5100, such as
Shown in Figure 24.When building high-supported formwork support body, fixed tray 5400 fixes regulation ring 5200, prevents this construction package from adjusting
Section height, to ensure the general safety of high-supported formwork support body.
It is big with the contact surface on ground because chassis is larger by the positioning adjusting part in the present invention, it can be very good to protect
Mattess has been protected, while steel pipe height can be adjusted according to the flatness on ground by threaded screw rod and regulation ring；
By the locating slot of both direction in length and breadth, worker can accurately place this knot according to the mode that locating slot and position line are combined
Structure component, it ensure that integrated connection stability and accuracy；The construction package also has work(that is conveniently detachable and carrying simultaneously
Can, substantially increase worker's efficiency of construction.
It should be noted that all features disclosed in this specification, or disclosed all methods or during the step of,
In addition to mutually exclusive feature and/or step, it can combine in any way.
In addition, above-mentioned specific embodiment is exemplary, those skilled in the art can opening in the disclosure of invention
Give and find out various solutions, and these solutions also belong to disclosure of the invention scope and fall into the protection of the present invention
Within the scope of.It will be understood by those skilled in the art that description of the invention and its accompanying drawing be it is illustrative and not form to power
The limitation that profit requires.Protection scope of the present invention is limited by claim and its equivalent.
Claims (10)
1. a kind of beam slab early tears supporting construction component open, it is characterised in that it includes beam slab and early tears construction package, steel pipe support component open
With positioning adjusting part；
Wherein, the steel pipe support component includes：Supporting steel pipe (1000), it is detachably arranged in the supporting steel pipe (1000)
On button disk (2000) and fastener (3000)；The fastener (3000) is arranged at below the button disk (2000)；
The beam slab, which early tears construction package open, to be included：Adjusting rod (4100), it is detachably arranged in the adjusting rod (4100) bottom
Rubber sleeve (4200), be detachably arranged in the top plate (4500) of the adjusting rod (4100) upper end end, rotatably set
It is placed in the upper regulation ring on the adjusting rod (4100) and between the rubber sleeve (4200) and the top plate (4500)
(4310) and lower regulation ring (4320) and it is slidably arranged on the adjusting rod (4100) and is located at the upper regulation ring
(4310) supporting plate (4400) between the top plate (4500)；
In the mounted state, the beam slab early tears adjusting rod described in construction package (4100) open and is provided with the rubber sleeve (4200)
One end insert the upper end of the supporting steel pipe (1000) so that the beam slab early tears construction package and the steel pipe support component open
Removably it is connected；
The positioning adjusting part includes：By chassis (5110) and it is vertically installed in outside the band of the chassis (5110) medium position
The collet (5100) of screw rod (5120) composition of screw thread, it is sheathed on second rubber sleeve on the screw rod (5120) top and can turns
On the dynamic screw rod (5120) being arranged in the collet (5100) and positioned at the chassis (5110) and second rubber sleeve
Between regulation ring (5200)；Four locating slots (5140) for being in cross distribution are additionally provided with the chassis (5110)；
In the mounted state, screw rod (5120) described in the positioning adjusting part is provided with one end of second rubber sleeve and inserted
Enter the lower end of the supporting steel pipe (1000) so that the positioning adjusting part is removably connected with the steel pipe support component
Connect.
2. a kind of beam slab according to claim 1 early tears supporting construction component open, it is characterised in that the adjusting rod (4100)
Including smooth department (4110) and threaded portion (4120), the screw rod of a top non-threaded is formed as；And in the smooth department
(4110) end set of one end has a screwed hole (4130).
3. a kind of beam slab according to claim 2 early tears supporting construction component open, it is characterised in that the upper regulation ring
(4310) identical with lower regulation ring (4320) structure, it includes a tapped annulus (4301) and is symmetricly set in
The first regulation support arm (4302) and the second regulation support arm (4303) on annulus (4301) lateral wall；In the mounted state,
Internal thread on the annulus (4301) is connected with the external screw thread on the threaded portion (4120) in the adjusting rod (4100), makes
Obtain the upper regulation ring (4310) and the lower regulation ring (4320) is rotatably arranged on the adjusting rod (4100).
4. a kind of beam slab according to claim 2 early tears supporting construction component open, it is characterised in that supporting plate (4400) bag
Include poppet body (4410) and be respectively arranged at the baffle plate (4420) of the poppet body (4410) both sides；
And through hole (4411) is provided with the middle part of the poppet body (4410), is set in the poppet body (4410) bottom surface
There is a body (4430) connected with the through hole (4411)；
In the mounted state, smooth department (4110) one end of the adjusting rod (4100) through the body (4430) and it is described lead to
Hole (4411) so that the supporting plate (4400) is slidably arranged on the adjusting rod (4100) and by the upper regulation ring
(4310) hold；
And also it is evenly arranged with multiple second in the junction of the body (4430) and the poppet body (4410) to strengthen
Rib (4440).
5. a kind of beam slab according to claim 2 early tears supporting construction component open, it is characterised in that top plate (4500) bag
Include top plate body (4510) and be vertically installed in the connecting screw (4520) of top plate body (4510) bottom surface medium position；
In the mounted state, the connecting screw (4520) and the screwed hole of the adjusting rod (4100) one end end
(4130) it is threadedly coupled so that the top plate (4500) is detachably arranged in the adjusting rod (4100) upper end end；
And it is additionally provided with multiple circular holes (4511) on the top plate body (4510)；In a state of use, the top plate
(4500) by multiple circular holes (4511) with beam slab support is stupefied is connected.
6. a kind of beam slab according to claim 1 early tears supporting construction component open, it is characterised in that it is described button disk (2000) and
The fastener (3000) is detachably arranged on the supporting steel pipe (1000) by bolt respectively.
7. a kind of beam slab according to one of claim 1 to 6 early tears supporting construction component open, it is characterised in that at the bottom
The junction of disk (5110) and the screw rod (5120) is also evenly arranged with multiple ribs (5130)；In the mounted state, institute
Ribs (5130) is stated between the chassis (5110) and the regulation ring (5200).
8. a kind of beam slab according to one of claim 1 to 6 early tears supporting construction component open, it is characterised in that at the bottom
Multiple circular holes (5150) are also evenly arranged with disk (5110)；
In a state of use, fixing screws pass through the circular hole (5150) by the chassis after chassis (5110) positioning
(5110) it is fixed, to prevent the chassis (5110) off normal.
9. a kind of beam slab according to one of claim 1 to 6 early tears supporting construction component open, it is characterised in that the regulation
The structure of ring (5200) is identical with the upper regulation ring (4310) and the lower regulation ring (4320) structure；And in the regulation
Anticreep lanyard hole (5240) is respectively arranged with first regulation support arm of ring (5200) and the second regulation support arm.
10. a kind of beam slab according to one of claim 1 to 6 early tears supporting construction component open, it is characterised in that the chassis
(5110) it is circular base plate or square chassis.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711218019.3A CN107740573A (en) | 2017-11-28 | 2017-11-28 | A kind of beam slab early tears supporting construction component open |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711218019.3A CN107740573A (en) | 2017-11-28 | 2017-11-28 | A kind of beam slab early tears supporting construction component open |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107740573A true CN107740573A (en) | 2018-02-27 |
Family
ID=61239618
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711218019.3A Pending CN107740573A (en) | 2017-11-28 | 2017-11-28 | A kind of beam slab early tears supporting construction component open |
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| Country | Link |
|---|---|
| CN (1) | CN107740573A (en) |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108868195A (en) * | 2018-07-03 | 2018-11-23 | 广东奇正科技有限公司 | A kind of support component for tearing U support open with morning of support building template |
| CN110145514A (en) * | 2019-05-15 | 2019-08-20 | 深汕特别合作区磐汩新材料有限公司 | A kind of branch fastener of turnable installation |
| CN110485711A (en) * | 2019-08-12 | 2019-11-22 | 黄金泉 | A kind of support base of plank sheathing |
| CN110725565A (en) * | 2019-08-29 | 2020-01-24 | 广州市快易模板工程有限公司 | Adjustable base for positioning concrete-protecting ground by supporting upright rods of beam plates |
| CN113293991A (en) * | 2021-06-10 | 2021-08-24 | 中冶天工集团有限公司 | Steel pipe fastener high-support formwork support and using method thereof |
| CN113622653A (en) * | 2021-08-19 | 2021-11-09 | 江苏速捷模架科技有限公司 | Novel aluminum die early-dismantling head and socket type disc buckle type steel pipe support connecting conversion piece |
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| CN106522582A (en) * | 2016-12-23 | 2017-03-22 | 雅克设计有限公司 | Supporting frame applicable to poured floor |
| CN107355073A (en) * | 2017-08-30 | 2017-11-17 | 云南工程建设总承包公司 | A kind of wooden model early tears support meanss and its construction and application method open |
| CN210659290U (en) * | 2019-08-29 | 2020-06-02 | 广州市快易模板工程有限公司 | Concrete-protecting ground chassis with beam-slab supporting and vertical-rod positioning |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN108868195A (en) * | 2018-07-03 | 2018-11-23 | 广东奇正科技有限公司 | A kind of support component for tearing U support open with morning of support building template |
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| CN110485711A (en) * | 2019-08-12 | 2019-11-22 | 黄金泉 | A kind of support base of plank sheathing |
| CN110725565A (en) * | 2019-08-29 | 2020-01-24 | 广州市快易模板工程有限公司 | Adjustable base for positioning concrete-protecting ground by supporting upright rods of beam plates |
| CN113293991A (en) * | 2021-06-10 | 2021-08-24 | 中冶天工集团有限公司 | Steel pipe fastener high-support formwork support and using method thereof |
| CN113622653A (en) * | 2021-08-19 | 2021-11-09 | 江苏速捷模架科技有限公司 | Novel aluminum die early-dismantling head and socket type disc buckle type steel pipe support connecting conversion piece |
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