CN208056624U - A kind of strip breakfast practice for floor - Google Patents

A kind of strip breakfast practice for floor Download PDF

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Publication number
CN208056624U
CN208056624U CN201820069819.7U CN201820069819U CN208056624U CN 208056624 U CN208056624 U CN 208056624U CN 201820069819 U CN201820069819 U CN 201820069819U CN 208056624 U CN208056624 U CN 208056624U
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China
Prior art keywords
stupefied
floor
open
steel pipe
reinforcing
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CN201820069819.7U
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Chinese (zh)
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付志红
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Guangzhou Fast Template Engineering Co Ltd
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Guangzhou Fast Template Engineering Co Ltd
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Priority to CN201820069819.7U priority Critical patent/CN208056624U/en
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Abstract

The utility model is related to a kind of strip breakfast practices for floor.It includes typified form, reinforce it is main it is stupefied, first reinforce it is time stupefied, second reinforce and time stupefied, early tear support component and cross bar open;The main stupefied both ends of reinforcing, which are connected separately with, early tears support component open;It is stupefied stupefied equipped with multiple first reinforcings time to reinforce master, it is secondary stupefied equipped with the second reinforcing early to tear support component top open;Typified form is set to that the first reinforcing is time stupefied and second reinforces secondary stupefied top;Adjacent morning, which tears open, to be connected by cross bar between support component;Using the system of the utility model, most templates in concrete strength reaches 50% i.e. dismountable system greatly reduce the input of equipment and materials, improve all transfer efficients of equipment and materials, overall cost is lower;And the load that can be very good guarantee concrete top, which can be not centered on, a little allows the load on top to be dispersed within the scope of entire strip, has prevented the risk that concrete generates cracking and sinks, ensure that the quality and safety of concrete.

Description

A kind of strip breakfast practice for floor
Technical field
The utility model is related to construction engineering technical field, concretely relates to a kind of strip for floor and early tear branch open Support body system.
Background technology
Currently, in construction, when casting the concrete components such as floor at the scene, template, flitch, round steel are mostly used Pipe, conventional steel support etc. assemble.But due to the technology restriction of support system, template needs concrete strength to reach 75% or more could remove, at least 20 days or more the time required to concrete coagulating time, it is therefore desirable to be equipped with template and reinforce steel The materials such as pipe need 3 sets or more, cause live material utilization amount to waste big, while material is big since aging is lost, disposably more Fund input is big.
In addition, template is reinforced using flitch and round steel pipe, since its rigidity, intensity are poor, and template and template Splicing seams are larger and entire frame body and template system cannot be connected securely integral and template deformation, concrete spillage occur etc. and ask Topic, to influence entire concrete quality.
In addition, in form removal, it is necessary to first remove supporting frame and lead to that the materials such as steel pipe, the lumps of wood are extremely easy to drop and produce Raw great security risk, simultaneously because template falls on the ground from high-altitude or easily collided on cross bar damage.
Meanwhile common early removing system support is point-like support on the market, after form removable, the Load concentration on top exists At single supporting point, leads to regional area overstress, concrete cracking and sinking etc. is easily caused to seriously affect concrete The problem of quality and safety, occurs.
Utility model content
For the deficiency of the prior art, the utility model provides a kind of strip breakfast practice for floor.
The technical solution of the strip breakfast practice for floor of the utility model is as follows:
A kind of strip breakfast practice for floor comprising typified form, reinforce it is main it is stupefied, first reinforce it is time stupefied, Second reinforcing time is stupefied, early tears support component and cross bar open;The main stupefied both ends of the reinforcing are separately connected tears support group open there are one the morning Part;The reinforcing it is main it is stupefied it is upper be equidistantly equipped with multiple described first reinforce it is time stupefied, each described first reinforce it is time stupefied with it is described It is stupefied perpendicular to reinforce master;It is stupefied equipped with the second reinforcing time that the morning tears support component top open;Described second reinforce it is time stupefied with described the One reinforcing time is stupefied to be mutually parallel;The typified form is set to described first and reinforces time stupefied and stupefied top of second reinforcing time, And it reinforces time stupefied top surface of stupefied and described second reinforcing time with described first and is in contact;The adjacent morning tears open between support component It is connected by the cross bar;It includes that floor early tears construction package, steel pipe support component and positioning tune open that the morning, which tears support component open, Save component;
The steel pipe support component includes:It supporting steel pipe, the button disk being detachably arranged on the supporting steel pipe and buckles Part;The fastener is set to below the button disk;
The floor early tears construction package open:Adjusting rod, the rubber sleeve for being detachably arranged in the adjusting rod lower part, It is detachably arranged in the top plate of adjusting rod upper end end, is rotatably set on the adjusting rod and is located at the rubber It upper regulation ring and lower regulation ring between gum cover and the top plate and is slidably arranged on the adjusting rod and is located at institute State the supporting plate between regulation ring and the top plate;In the mounted state, the floor early tears adjusting rod described in construction package open The upper end of the supporting steel pipe is inserted into the one end for being provided with the rubber sleeve so that the floor early tears construction package and the steel open Pipe support component is removably connected;
The positioning adjusting part includes:By chassis and the externally threaded spiral shell of band for being vertically installed in the chassis medium position The collet of bar composition, the screw rod for being sheathed on second rubber sleeve on the screw rod top and being rotatably set in the collet Go up and be located at the regulation ring between the chassis and second rubber sleeve;It is in cross distribution that one is additionally provided on the chassis Four locating slots;And also it is evenly arranged with multiple ribs in the junction of the chassis and the screw rod;In installation shape Under state, one end that screw rod described in the positioning adjusting part is provided with second rubber sleeve is inserted under the supporting steel pipe End so that the positioning adjusting part is removably connected with the steel pipe support component.
Floor can be realized by tearing support component open by the morning in the strip breakfast practice for floor of the utility model The morning of template tears open, i.e. concrete strength reaches 50% i.e. dismountable most template, and setting time needed for concrete at this time At 3-5 days or so, it is therefore desirable to which being equipped with the materials such as template and reinforcing time are stupefied, reinforcing master is stupefied only needs 1.1-1.2 to cover, and greatly reduces material The input of material improves material week transfer efficient, and overall cost is lower, and the usage amount reduction of material also more meets national low-carbon environment-friendly Policy;Meanwhile it can be very good to ensure concrete using the strip breakfast practice for floor of the utility model The load in portion, which can be not centered on, a little allows the load on top to be dispersed within the scope of entire strip, has prevented concrete generation and has opened The risk split and sunk ensure that the quality and safety of concrete.
Specifically, the reinforcing is main stupefied and second reinforces and secondary stupefied early tear construction package open with floor and be connected;The cross bar End is connected with the button disk.
According to a preferred embodiment, the top of the supporting steel pipe is equipped with connecting pole;And in the cross bar Surface is equipped with rubber pad.
According to a preferred embodiment, the typified form by the first typified form and the splicing of the second typified form and At;In the mounted state, first typified form is located at the stupefied top of second reinforcing time, and second typified form is located at On first reinforcing time is stupefied.
According to a preferred embodiment, the supporting plate includes poppet body and is respectively arranged at the poppet body two The baffle of side;And it is provided with through-hole in the middle part of the poppet body, the poppet body bottom surface is provided with one to be led to described The tube body of hole connection;In the mounted state, smooth department one end of the adjusting rod passes through the tube 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 tube body and the supporting plate The junction of ontology is also evenly arranged with multiple second ribs.
According to a preferred embodiment, the top plate includes top plate ontology and is vertically installed in top plate ontology bottom The connecting screw of Middle face position;In the mounted state, the threaded hole spiral shell of the connecting screw and described adjusting rod one end end Line connects so that the top plate is detachably arranged in adjusting rod upper end end;And it is also set on the top plate ontology It is equipped with multiple circular holes;In a state of use, the top plate by multiple circular holes with floor support is stupefied is connected.
According to a preferred embodiment, the upper regulation ring is identical with the lower adjusting ring structure, includes one Tapped annulus and the first adjusting support arm being symmetrically disposed on the annulus lateral wall and second adjust support arm;It is 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 set on the adjusting rod.
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 threaded hole.
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 it is adjusted the first of the regulation ring and is respectively arranged with anticreep lanyard hole on support arm and the second adjusting support arm.
According to a preferred embodiment, also set up that there are one for fixing consolidating for the regulation ring on the collet Determine pallet.
Compared with prior art, the strip breakfast practice for floor of the utility model has following beneficial to effect Fruit:
Floor can be realized by tearing support component open by the morning in the strip breakfast practice for floor of the utility model The morning of template tears open, i.e. concrete strength reaches 50% i.e. dismountable most template, and setting time needed for concrete at this time At 3-5 days or so, it is therefore desirable to which being equipped with the materials such as template and reinforcing time are stupefied, reinforcing master is stupefied only needs 1.1-1.2 to cover, and greatly reduces material The input of material improves material week transfer efficient, and overall cost is lower, and the usage amount reduction of material also more meets national low-carbon environment-friendly Policy;Meanwhile it can be very good to ensure concrete using the strip breakfast practice for floor of the utility model The load in portion, which can be not centered on, a little allows the load on top to be dispersed within the scope of entire strip, has prevented concrete generation and has opened The risk split and sunk ensure that the quality and safety of concrete.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model;
Fig. 2 is the side view of Fig. 1;
Fig. 3 is the partial enlarged view of the utility model;
Fig. 4 is the structural schematic diagram after the utility model form removal;
Fig. 5 is the side view of Fig. 4;
Fig. 6 is the structural schematic diagram that disk is detained in the utility model;
Fig. 7 is the structural schematic diagram of fastener in the utility model;
Fig. 8 is another structural schematic diagram of the utility model;
Fig. 9 is the side view of Fig. 8;
Figure 10 is the first typified form in the utility model, the second stupefied and top plate connection relationship diagram of reinforcing time;
Figure 11 is the structural schematic diagram for early tearing support component in the utility model open;
Figure 12 is enlarged drawing at A in Figure 11;
Figure 13 is the structural schematic diagram that floor early tears construction package open;
Figure 14 is the structural schematic diagram that floor early tears adjusting rod in construction package open;
Figure 15 is the structural schematic diagram of rubber sleeve in the utility model;
Figure 16 is the structural schematic diagram that floor early tears upper regulation ring and lower regulation ring in construction package open;
Figure 17 is the structural schematic diagram that floor early tears supporting plate in construction package open;
Figure 18 is the structural schematic diagram that floor early tears top plate in construction package open;
Figure 19 is the structural schematic diagram for positioning the first embodiment of adjusting part;
Figure 20 is the structural schematic diagram for positioning the collet that ribs is provided in adjusting part the first embodiment;
Figure 21 is the vertical view for positioning collet in adjusting part the first embodiment;
Figure 22 is the structural schematic diagram for positioning second of embodiment of adjusting part;
Figure 23 is the structural schematic diagram for positioning the collet that ribs is provided in second of embodiment of adjusting part;
Figure 24 is the vertical view for positioning collet in second of embodiment of adjusting part;
Figure 25 is the structural schematic diagram of regulation ring in the utility model;
Figure 26 is the structural schematic diagram early torn support component in the utility model open and be in connection status;
Figure 27, Figure 28 are the schematic diagrames of different angle when button disk and fastener are connect with supporting steel pipe in the utility model;
Figure 29 is the structural schematic diagram that another floor early tears construction package open;
Figure 30 is the structural schematic diagram of adjusting rod in Figure 29;
Figure 31 is the structural schematic diagram of supporting plate in Figure 29;
Figure 32 is the structural schematic diagram of top plate in Figure 29;
Figure 33 is to position the structural schematic diagram that fixed tray is provided in adjusting part the first embodiment;
Figure 34 is to position the structural schematic diagram that fixed tray is provided in second of embodiment of adjusting part.
Specific implementation mode
The strip breakfast practice for floor of the utility model is described in detail below in conjunction with the accompanying drawings.
As shown in Fig. 1 to Figure 34, a kind of strip breakfast practice for floor comprising typified form 1 reinforces master Stupefied 2, first reinforces time the stupefied 3, second reinforcing time stupefied 4, early tears support component 5, cross bar 6 open;The main stupefied both ends of the reinforcing are separately connected Support component is torn open there are one early;The reinforcing is main stupefied upper equidistantly stupefied equipped with multiple first reinforcings time, and each first reinforcing time is stupefied It is stupefied perpendicular with reinforcing master;It is stupefied equipped with the second reinforcing time that the morning tears support component top open;Described second reinforce it is time stupefied with the One reinforcing time is stupefied to be mutually parallel;The typified form is set to that the first reinforcing is time stupefied and second reinforces secondary stupefied top, and with first Time stupefied and the second stupefied top surface of reinforcing time is reinforced to be in contact;Adjacent morning tears open and is connected with cross bar between support component.Wherein, master is reinforced Stupefied be fixed on by modes such as buckle or screws is early torn open in support component, and the first reinforcing time is stupefied solid by modes such as buckle or screws Be scheduled on reinforcing it is main it is stupefied on, typified form is fixed on that the first reinforcing time is stupefied and second reinforces by modes such as iron nail, screw or ropes It is secondary it is stupefied on.
Using the support system of the utility model, support shuttering can not only be played the role of, additionally it is possible to realize concrete When intensity reaches 50%, you can the equipment mast for removing the overwhelming majority is torn open again without waiting until that concrete strength reaches 100% It removes, improves all transfer efficients of equipment and materials, the component of dismounting can be applied to the support system in another construction section face in time In, reduce the quantity of equipment and materials entirety, greatly reduces totle drilling cost.It is specific then be that cross bar is to play connection phase Adjacent morning tears support component open so that whole system stability is high, while can avoid during support, early tears support component hair open Raw opposite offset.And reach 50% in concrete strength, when being removed, can will reinforce it is main stupefied and first reinforce it is secondary stupefied, and Then the dismountings such as cross bar are transported to next construction section face and use.And it is early torn open using the strip for floor of the utility model Support system can be very good to ensure that the load on concrete top can be not centered on the load on top is a little allowed to be dispersed in entirely Within the scope of strip, the risk that concrete generates cracking and sinks is prevented, ensure that the quality and safety of concrete.
It early tears support component 5 open and early tears construction package 4000, steel pipe support component and positioning adjusting part 5000 open including floor.
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 set to 2000 lower section of button disk.3000 quantity of fastener can be multiple, under each Side is both provided with button disk 2000.
Preferably, it detains disk 2000 and fastener 3000 is detachably arranged in by bolt on supporting steel pipe 1000 respectively.
Disk is buckled by screw locking on steel pipe on supporting steel pipe component, and upper and lower position is can be according to the smooth of ground It spends or height to be used is needed to be adjusted, while in order to ensure the possibility of button disk sliding, use and buckle again immediately below button disk Part is lock onto on steel pipe, to prevent detaining the sliding of disk, plays the role of double insurance.In addition, button disk is all made of bolt with fastener , can be easy to disassemble with fastener for connection, it easily convenient for safeguarding, and is had enough to meet the need convenient for the storage of material and transport, substantially reduces cost.
Further, it is equipped with reinforcer in supporting steel pipe bottommost.Due to supporting steel pipe bottom often with the regulation ring of jacking It is in contact, frictional dissipation can be carried out with steel pipe end surface when adjusting regulation ring, so enhancing by way of reinforcer is arranged, together When prolong the service life.
It includes adjusting rod 4100, rubber sleeve 4200, regulating part, supporting plate 4400 and top plate 4500 that floor, which early tears construction package open,.
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 4110 one end of smooth department has a threaded 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.Alternatively, being provided with and adjusting on 4200 inner wall of rubber sleeve 4120 matched internal thread of threaded portion on bar 4100.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 the way that rubber sleeve is arranged on adjusting rod, it is ensured that floor is early torn construction package open and is inserted into inside supporting steel pipe Afterwards, it reduces floor and early tears the gap between construction package and supporting steel pipe open, prevent floor from early tearing construction package shaking open, ensure that entire Floor early tears the overall stability of construction package open.
Top plate 4500 is detachably arranged in the upper end end of adjusting rod 4100.Top plate 4500 includes 4510 He of top plate ontology It is vertically installed in the connecting screw 4520 of 4510 bottom surface medium position of top plate ontology.
In the mounted state, connecting screw 4520 is threadedly coupled with the threaded hole 4130 of 4100 one end end of adjusting rod, is made It obtains top plate 4500 and is detachably arranged in 4100 upper end end of adjusting rod.Top plate carries out screw thread company by connecting screw and adjusting rod It connects, and easy to disassemble, it is versatile.
Further, multiple circular holes 4511 are additionally provided on top plate ontology 4510.In a state of use, top plate 4500 is logical It crosses multiple circular holes 4511 and floor 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 set 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 lower 4320 structure of regulation ring, including a tapped annulus 4301 and symmetrically First be set on 4301 lateral wall of annulus adjusts support arm 4302 and second and 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 set on adjusting rod 4100.
By the upper regulation ring for being arranged on adjusting rod with being threadedly coupled, can play the role of holding supporting plate, and can It is lifted by screw thread, and then adjusts the height of supporting plate, facilitate handling;The lower adjusting for being arranged on adjusting rod and being threadedly coupled Ring, lower regulation ring are spindle rotationally arranged in by screw thread on adjusting rod, and early tearing construction package open when entire floor is inserted into supporting steel When inside pipe, you can adjust the height that floor early tears construction package open by the lower regulation ring of rotation.
First adjusting support arm 4302 and second adjusts support arm 4303 and can be used as handle use, facilitates rotation above regulation ring 4310 With lower regulation ring 4320.
Preferably, it is adjusted in the first adjusting support arm 4302 and second and is respectively arranged with the second anticreep lanyard hole on support arm 4303 4304.The anti-second de- lanyard hole 4304 is respectively set on support arm 4303 by being adjusted in the first adjusting support arm 4302 and second, makes 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 whole 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 enable to adjust height with the rotation of upper regulation ring 4310.
Supporting plate 4400 includes poppet body 4410 and the baffle 4420 for being respectively arranged at 4410 both sides of poppet body.And 4410 middle part of poppet body is provided with through-hole 4411, and 4410 bottom surface of poppet body is provided with a tube body being connected to through-hole 4411 4430。
In the mounted state, 4110 one end of smooth department of adjusting rod 4100 passes through tube body 4430 and through-hole 4411 so that support Plate 4400 is slidably arranged on adjusting rod 4100 and is held by upper regulation ring 4310.
By the way that baffle is respectively set 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 fall off.
Further, multiple second ribs are also evenly arranged in the junction of tube body 4430 and poppet body 4410 4440.In supporting plate bottom, setting ribs can be used for reinforcing the intensity of supporting plate to bear main stupefied load.
As shown in figure 29, it additionally provides second of preferred floor and early tears construction package open.It is early torn open with the first above-mentioned floor Construction package is compared, and the main distinction that second of floor 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 30.
As shown in figure 31, supporting plate 4400 includes poppet body 4410.In the present embodiment, poppet body 4410 is a tablet. 4410 middle part of poppet body is provided with through-hole 4411,4410 bottom surface of poppet body is provided with a pipe being connected to through-hole 4411 Body 4430.In the mounted state, one end of adjusting rod 4100 passes through tube body 4430 and through-hole 4411 so that supporting plate 4400 can be slided Dynamic being set on adjusting rod 4100 and being held by upper regulation ring 4310.Further, in tube body 4430 and poppet body 4410 Junction be also evenly arranged with multiple second ribs 4440.In supporting plate bottom, setting ribs can be used for reinforcing supporting plate Intensity, to bear main stupefied load.
Top plate 4500 is detachably arranged in the upper end of adjusting rod 4100.Top plate 4500 is including top plate ontology 4510 and vertically It is set to the screw shell 4530 of 4510 bottom surface medium position of top plate ontology, as shown in figure 32.
In the mounted state, screw shell 4530 is connect with 4100 threaded upper ends of adjusting rod so that top plate 4500 is detachable Be set to 4100 upper end of adjusting rod.Top plate is threadedly coupled by screw shell with adjusting rod, and easy to disassemble, versatility By force.And third ribs 4540 is provided between screw shell 4530 and top plate ontology 4510.
Further, multiple circular holes 4511 are additionally provided on top plate ontology 4510.In a state of use, top plate 4500 is logical It crosses multiple circular holes 4511 and floor support is stupefied is connected, make floor and the integral structure of frame 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 rounded structure.
It is suitable by will be used in the construction package of early-dismantling be possible to take fillet with the component of worker exposure Sliding processing, injuries, the safe design of this hommization such as scratch ensure worker caused by avoiding the corner angle of parts possible to worker Use the safety of process.
In the mounted state, floor early tears one end insertion branch that rubber sleeve 4200 is arranged in adjusting rod 4100 in construction package open Support the upper end of steel pipe 1000 so that floor early tears construction package open and is removably connected with steel pipe support component.
Early tearing construction package open by the floor in the utility model can realize that floor or beam wall form are early torn open, i.e. strong concrete Degree reaches i.e. dismountable other assemblies except supported rod erecting and in addition to necessary drawing connection structure when 50%, and at this time needed for concrete Setting time was at 3-5 days or so, it is therefore desirable to and it is equipped with template and reinforcing the materials such as steel pipe, floor support be stupefied only needs 1.1-1.2 to cover, The input for greatly reducing material improves material week transfer efficient, and overall cost is lower, and the usage amount reduction of material also more meets state The policy of family's low-carbon environment-friendly.
It includes two kinds of embodiments to position adjusting part.
As shown in Figure 19 to 21 and Figure 25, in the first embodiment, positioning adjusting part includes collet 5100, regulation ring 5200 and second rubber sleeve.
Collet 5100 includes a chassis 5110 and the externally threaded screw rod of band for being vertically installed in 5110 medium position of chassis 5120.Preferably, chassis 5110 is circular base plate.It is furthermore preferred that chassis 5110 is the circular base of a diameter of 100mm-150mm Disk.
Further, four locating slots 5140 in cross distribution are additionally provided on chassis 5110.Preferably, it positions The width of slot 5140 about 2-5mm, depth 2-5mm, length 10-30mm.
When being difficult to ensure due to concrete ground surface evenness, the height adjusting of steel pipe is just very difficult, and last worker is being put Due to there is no positioning reference standard, steel pipe to put random larger, stress point when steel pipe support being caused to be connected when setting steel pipe Uneven stability is poor, there is quality and security risk.
By the way that four locating slots 5140 in cross distribution are arranged on chassis 5110 in length and breadth both direction, worker can root Carry out accurate placing steel tubes according to the mode that the position line on locating slot and mattess is combined, ensure that steel pipe is connected The accuracy of stability and formwork construction.
Further, multiple ribs 5130 are also evenly arranged in the junction of chassis 5110 and screw rod 5120.Pacifying Under dress state, ribs 5130 is between chassis 5110 and regulation ring 5200.
By being arranged multiple ribs in the junction of chassis 5110 and screw rod 5120, ribs can be used for withstanding when use Regulation ring makes it not fall;Simultaneously, additionally it is possible to by tapping ribs to enable collet more accurately to position.
In addition, being also evenly arranged with multiple circular holes 5150 on chassis 5110.In a state of use, after chassis 5110 positions Fixing screws fix chassis 5110 across circular hole 5150, to prevent 5110 deviation of chassis.
Regulation ring 5200 is identical as upper regulation ring, lower adjusting ring structure, also includes a tapped annulus and symmetrically setting First be placed on annulus lateral wall adjusts support arm and second and adjusts support arm.And it adjusts support arm and second first and adjusts support arm On be respectively arranged with anticreep lanyard hole 5240.
By being respectively set anticreep lanyard hole 5240 on the first adjusting support arm and the second adjusting support arm, anticreep when 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 whole Body is carried.
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 set on the screw rod 5120 in collet 5100.
Preferably, the second rubber sleeve is identical as 4200 structure of rubber sleeve.It is directly set on screw rod 5120.Alternatively, It is provided on second rubber sleeve and the matched screw thread of external screw thread on screw rod 5120.In the mounted state, screw thread and screw rod External screw thread on 5120 is connected so that the second rubber sleeve is rotatably set on the screw rod 5120 in collet 5100;And Regulation ring 5200 is between chassis 5110 and the second rubber sleeve.Preferably, the quantity of the second rubber sleeve is two.
In addition, being possible in the support positioning adjustment structure component with concrete protection ground effects of the present embodiment The smooth processing of fillet is taken with the component of worker exposure, the wounds 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 safety of process.
Further, the fixed tray 5400 of secured adjusted ring 5200 is used for there are one being also set up on collet 5100, such as Shown in Figure 33.When building high-supported formwork frame body, fixed tray 5400 fixes regulation ring 5200, prevent this construction package from Height is adjusted, to ensure the general safety of high-supported formwork frame body.
Second of embodiment of adjusting part is positioned as shown in Figure 22 to 25, the difference of the first embodiment It is, chassis 5110 is rectangular chassis in second of embodiment, remaining structure is identical.Preferably, chassis 5110 is that width is The rectangular chassis of 100mm-150mm.
Further, the fixed tray 5400 of secured adjusted ring 5200 is used for there are one being also set up on collet 5100, such as Shown in Figure 34.When building high-supported formwork frame body, fixed tray 5400 fixes regulation ring 5200, prevent this construction package from Height is adjusted, to ensure the general safety of high-supported formwork frame body.
It is big with the contact surface on ground since chassis is larger by the positioning adjusting part in the utility model, it can be fine Protect mattess, while steel pipe height can be adjusted according to the flatness on ground by threaded screw rod and regulation ring Degree;By the locating slot of both direction in length and breadth, worker can accurately place according to the mode that locating slot and position line are combined This construction package ensure that integrated connection stability and accuracy;The construction package also has conveniently detachable and carries simultaneously Function, substantially increase worker's construction efficiency.
Support component early is torn open by using above-mentioned design, can be accurately positioned by chassis so that whole system places position Set and be easier to meet construction demand, ensure that whole system connection stabilization and precisely, using button disk design can preferably with Cross bar is attached, and is easy for installation and removal, to more preferably play the role of early tear open;The design of fastener can be after anti-clamping disk stress It is mobile, improve the stability of whole device, floor early tears construction package open then and is exclusively for reinforcement by connection master is stupefied and the second reinforcing It is secondary stupefied designed, convenient for preferably realizing early tear open.It is worth noting that in order to preferably realize carrying, hand labor is reduced Intensity;It is equipped with Anti-rope drop 25 in the regulation ring and supporting steel pipe end sides, positioning adjusting part can be fixed on support Steel pipe bottom, it is ensured that positioning adjusting part especially exists without departing from support steel pipe, not only less manpower, but also safety when carrying Frame body on building side can prevent security risk.
The reinforcing main stupefied 2 and the second reinforcing time stupefied 4 early tear construction package open with floor and are connected.Specifically, reinforcing main stupefied 2 Both ends be connected on supporting plate 4400, second, which reinforces times stupefied 4, is connected on top plate 4500.
Using above-mentioned design, it can make reinforcing master is stupefied, the second reinforcing time is stupefied to be connected with specific component, avoid installation mixed Disorderly, efficiency is influenced, while can also facilitate and be dismantled;It is connected respectively with other component using each component simultaneously, distribution is reasonable, The stability of whole device can greatly be improved.
In addition, in order to further ensure that floor early tears the stabilization of construction package open, so the top of the supporting steel pipe 1000 Equipped with connecting pole 14, is set between floor is early torn open at the top of construction package and supporting steel pipe there are one Anti-rope drop 25, pass through Anti-rope drop 25 link together connecting pole 14 and lower regulation ring 4320, can prevent so in the handling process floor early tear construction package open It is detached from supporting steel pipe, is built to be rapidly performed by next construction section, accelerate the efficiency of construction.
In the mounted state, floor is early torn the lower end of construction package open and is plugged at the top of supporting steel pipe.Using above-mentioned design, no It can only ensure the stabilization and fastness of connection, while can realize and quickly realize connection and dismounting, greatly increase Construction efficiency.By using the design of connecting pole, under the premise of not destroying steel pipe open floor can early be torn to construction package and branch It supports steel pipe to be connected, it is ensured that the self-strength of supporting steel pipe preferably realizes supporting role, while floor can be avoided early to tear knot open Structure component repeatedly connect with supporting steel pipe, dismantles the abrasion for causing supporting steel pipe, the higher problem of replacement cost.
Button disk 2000 and fastener 3000 are provided on supporting steel pipe 1000, fastener 3000 is set to 2000 lower section of button disk. The end of cross bar 6 is connected with the button disk 2000.
Specifically, the fastener includes circular arc component A16, circular arc component B17;One end of the circular arc component A and circular arc One end of component B is hinged by axis pin;The other end of the other end and circular arc component B of the circular arc component A is removable by bolt Unload connection.
It is easy to make using above-mentioned fastener, be mounted on steel pipe on process it is also very convenient, due to one end be it is hinged, Bolt so need to only be controlled by circular arc component A and the B separation of circular arc component, be then sleeved on steel pipe from steel pipe side, then by spiral shell Bolt both ends are tightened, and so that circular arc component A and circular arc component B is firmly close to outer wall of steel pipe, with steel pipe fixation, are preferably prevented Detain disk slide downward.It can also facilitate using the above structure and adjust height of the fastener with respect to steel pipe, it is more flexible to be installed, Improve practicability.
Specifically, the other end of the circular arc component B is equipped with notch 18 for bolt insertion.
Using the setting of notch, circular arc component B can be inserted into the case where the nut on bolt is not detached from screw rod In.Assuming that then screw rod is inserted into through-hole by one through-hole of setting then needing to remove nut from screw rod, spiral shell is being screwed on Mother, complicated for operation, efficiency is low;And use the utility model notch design, nut on screw rod, can by screw rod side to lack Mouthful, it is inserted into, is then directly tightening nut, you can circular arc component A and circular arc component B are fixed on steel pipe, operation letter It is single, fast, greatly increase the efficiency of entire installation, dismounting.
Specifically, the button disk includes semicolumn A19 and semicolumn B20;The semicolumn A and semicolumn B passes through bolt It is detachably connected;The semicolumn A and semicolumn B is equipped with loading plate 21, and the loading plate is equipped with mounting hole 22.
It can be easy for installation and removal using above-mentioned button disk, will entirely detain disk and separate into two, installation is very convenient, only needs By the inner wall of semicolumn A and semicolumn B close to outer wall of steel pipe, then semicolumn A and semicolumn B are tightened using bolt, specifically Be respectively to be attached semicolumn A and the both ends semicolumn B by a bolt in steel pipe both sides, to improve fixed jail Gu.However the design of loading plate is to preferably be connected with cross bar, the loading plate is semi-disc, and mounting hole longitudinally runs through Loading plate, cross bar install when, the end of cross bar rides on loading plate, by mounting hole by cross bar using screw, bolt, steel wire into Row is fixed;Also it can be inserted into mounting hole and be fixed in the end set insertion section of cross bar, the portion of being inserted into simultaneously, operation also ten It is convenient to divide, and can securely be guaranteed, also very convenient when needing dismounting, only need to be lifted up cross bar.Separately Outside, using above-mentioned semicolumn A and semicolumn B, when mounted, it can be adjusted with respect to steel pipe easily according to actual demand Height, the needs of to meet different construction sites and big structure sheaf drop, preferably connect cross bar.
And it is equipped with rubber pad 15 on the surface of the cross bar 6.Using the design of rubber pad, when carrying out early tear open, sizing When template is fallen downwards, rubber pad can be contacted first, to play cushioning effect, avoid typified form impaired, improving it makes Use the service life.
Further, the typified form 1 is spliced by the first typified form 23 and the second typified form 24.
In the mounted state, first typified form 23 is located at described second and reinforces above in the of secondary stupefied 4, second sizing Template 24 is located at first and reinforces on secondary stupefied 3.
Specifically, the typified form is spliced by the first typified form 23 and the second typified form 24;Described first Typified form is located at second and reinforces time stupefied top, and the second typified form is located at first and reinforces on time stupefied.
It is worth noting that above-mentioned first typified form, which belongs to late, tears type open, the second typified form, which belongs to, early tears type open, first Typified form width belongs to late and tears open in 50-150mm or 100-200mm (its width is determined according to upper load size) Part, be fixed on the second reinforcing it is time stupefied on, to ensured that floor concrete intensity reaches 100% and structure and quality not by It influences;Second typified form width belongs to early and tears part open, be fixed on the first reinforcing in 400-600mm or 1000-1100mm It is secondary it is stupefied on, and the second typified form splicing seams are just reinforced second on time stupefied, can effectively prevent concrete from splicing seams Leakage.When concrete reaches 50% intensity, you can removed to the second typified form, dismounting mode is by adjusting early tear open Supporting plate in support component, makes supporting plate height turn down, reinforce at this time it is main it is stupefied with first reinforce it is time stupefied can decline therewith, second shapes Template reinforces time stupefied detach with first, you can will reinforce it is main it is stupefied, first reinforce secondary stupefied, the second typified form and remove one by one, Simultaneously because cross bar is equipped with rubber pad, buffer protection function can be played in the process of falling off to the second typified form, finally again Remove cross bar.Remaining is removed again when concrete reaches 100% intensity.And the component early removed can convert in time Into next section of surface construction.
In addition, the second above-mentioned typified form can be the typified form of an entirety, can also be multiple typified forms It is spliced.When splicing if multiple typified forms, the splicing seams of the adjacent typified form in left and right are just reinforced second on time stupefied, Concrete can be effectively prevent to be leaked from splicing seams.
Wherein, the second typified form shown in Fig. 1,2 is the typified form of an entirety, and institute's exhibition in Fig. 8,9 The second typified form shown is then that two typified forms are spliced, and the splicing seams of the adjacent typified form in left and right are just second On reinforcing time is stupefied.
The main installation process of strip breakfast practice for floor of the utility model is as follows:
First, support component is early torn open to be accurately placed on ground using its chassis;
Cross bar is inserted on the early button disk torn open in support component again, all morning is torn open support construction and is linked to be entirety;
Main stupefied be fixed on by modes such as buckle or screws will be reinforced again early to tear open on the supporting plate of support component;
Again by first reinforce it is time stupefied by the modes such as buckle or screw be fixed on reinforcing it is main it is stupefied on;And early tear support component open Top plate on again by buckle or screw fashion to be fixed with the second reinforcing time stupefied;
Typified form is finally fixed on to the first reinforcing is time stupefied, reinforces on second by modes such as iron nail, screw or ropes It is secondary stupefied.
After slab form Quick Release, floor is supported with bar shaped, in the slab form for saving the overwhelming majority, reduces slab form While the number of turnover of total amount and raising slab form, floorslab concrete quality and structure are had little effect safely.Separately Outside, due under the environment such as the heat dissipation of the alkaline corrosion of concrete, that is, high temperature, moisture is overweight, to the corrosion especially severe of slab form, The aging for accelerating slab form tears slab form open by early, can improve the service life of slab form, cost-effective.
Floor can be realized by tearing support component open by the morning in the strip breakfast practice for floor of the utility model The morning of template tears open, i.e. concrete strength reaches 50% i.e. dismountable most template, and setting time needed for concrete at this time At 3-5 days or so, it is therefore desirable to which being equipped with the materials such as template and reinforcing time are stupefied, reinforcing master is stupefied only needs 1.1-1.2 to cover, and greatly reduces material The input of material improves material week transfer efficient, and overall cost is lower, and the usage amount reduction of material also more meets national low-carbon environment-friendly Policy;Meanwhile it can be very good to ensure concrete using the strip breakfast practice for floor of the utility model The load in portion, which can be not centered on, a little allows the load on top to be dispersed within the scope of entire strip, has prevented concrete generation and has opened The risk split and sunk ensure that the quality and safety of concrete.
It should be noted that all features disclosed in this specification or disclosed all methods or in the process the step of, Other than 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 be in the utility model disclosure Inspiration under find out various solutions, and these solutions also belong to the open scope of the utility model and fall into this reality Within novel protection domain.It will be understood by those skilled in the art that the utility model specification and its attached drawing are explanation Property and not constitute limitations on claims.The scope of protection of the utility model is limited by claim and its equivalent.

Claims (10)

1. a kind of strip breakfast practice for floor, which is characterized in that it include typified form (1), reinforce master it is stupefied (2), first time stupefied (3) is reinforced, the second reinforcing time stupefied (4), early tear support component (5) and cross bar (6) open;
Main stupefied (2) both ends of the reinforcing are separately connected tears support component (5) open there are one the morning;The reinforcing main stupefied (2) is first-class Spacing is equipped with multiple described first and reinforces time stupefied (3), each described first reinforce time stupefied (3) with stupefied (2) phase of reinforcings master Vertically;The morning tears support component (5) top open and is reinforced time stupefied (4) equipped with second;Described second reinforces time stupefied (4) and described first Time stupefied (3) are reinforced to be mutually parallel;The typified form (1) is set to described first and reinforces time stupefied (3) and second reinforcing time Above stupefied (4), and the top surface for reinforcing time stupefied (4) with first reinforcing time stupefied (3) and described second is in contact;Adjacent is described It early tears open between support component (5) and is connected by the cross bar (6);
It includes that floor early tears construction package, steel pipe support component and positioning adjusting part open that the morning, which tears support component (5) open,;
The steel pipe support component includes:Supporting steel pipe (1000) is detachably arranged on the supporting steel pipe (1000) Detain disk (2000) and fastener (3000);The fastener (3000) is set to below the button disk (2000);
The floor early tears construction package open:Adjusting rod (4100) is detachably arranged in the adjusting rod (4100) lower part Rubber sleeve (4200), be detachably arranged in the adjusting rod (4100) upper end end top plate (4500), 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 be slidably arranged on the adjusting rod (4100) and be located at the upper regulation ring (4310) supporting plate (4400) between the top plate (4500);
In the mounted state, the floor early tears adjusting rod described in construction package (4100) open and is provided with the rubber sleeve (4200) One end be inserted into the upper end of the supporting steel pipe (1000) so that the floor 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 is sheathed on second rubber sleeve on the screw rod (5120) top and can turn On the dynamic screw rod (5120) being set in the collet (5100) and positioned at the chassis (5110) and second rubber sleeve Between regulation ring (5200);Four locating slots (5140) in cross distribution are additionally provided on the chassis (5110); And also it is evenly arranged with multiple ribs (5130) in the junction of the chassis (5110) and the screw rod (5120);
In the mounted state, it is described positioning adjusting part described in screw rod (5120) be provided with second rubber sleeve one end insert 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 It connects.
2. the strip breakfast practice according to claim 1 for floor, which is characterized in that the reinforcing master is stupefied (2) it early tears construction package open with floor with the second reinforcing time stupefied (4) and is connected;The end of the cross bar (6) and the button disk (2000) it is connected.
3. the strip breakfast practice according to claim 1 for floor, which is characterized in that the supporting steel pipe (1000) top is equipped with connecting pole (14);And it is equipped with rubber pad (15) on the surface of the cross bar (6).
4. the strip breakfast practice according to claim 1 for floor, which is characterized in that the typified form (1) it is spliced by the first typified form (23) and the second typified form (24);
In the mounted state, first typified form (23) is located at described second and reinforces above time stupefied (4), second sizing Template (24) is located at first and reinforces on time stupefied (3).
5. the strip breakfast practice for floor according to one of Claims 1-4, which is characterized in that the support Plate (4400) includes poppet body (4410) and the baffle (4420) for being respectively arranged at the poppet body (4410) both sides;
And it is provided with through-hole (4411) in the middle part of the poppet body (4410), is arranged in the poppet body (4410) bottom surface There is a tube body (4430) being connected to the through-hole (4411);
In the mounted state, smooth department (4110) one end of the adjusting rod (4100) pass through the tube 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) it holds;
And it is also evenly arranged with multiple second in the junction of the tube body (4430) and the poppet body (4410) to reinforce Rib (4440).
6. the strip breakfast practice for floor according to one of Claims 1-4, which is characterized in that the top Plate (4500) includes top plate ontology (4510) and the connection spiral shell for being vertically installed in top plate ontology (4510) bottom surface medium position Bar (4520);
In the mounted state, threaded hole (4130) spiral shell of the connecting screw (4520) and the adjusting rod (4100) one end end Line connects 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 ontology (4510);In a state of use, the top plate (4500) by multiple circular holes (4511) with floor support is stupefied is connected.
7. the strip breakfast practice for floor according to one of Claims 1-4, which is characterized in that on described Regulation ring (4310) is identical with lower regulation ring (4320) structure, including a tapped annulus (4301) and symmetrically First be set on the annulus (4301) lateral wall adjusts support arm (4302) and second and adjusts support arm (4303);In installation shape Under state, the internal thread on the annulus (4301) is connected with the external screw thread on the threaded portion (4120) in the adjusting rod (4100) It connects so that the upper regulation ring (4310) and the lower regulation ring (4320) are rotatably set to the adjusting rod (4100) On.
8. the strip breakfast practice for floor according to one of Claims 1-4, which is characterized in that the tune Pole (4100) includes smooth department (4110) and threaded portion (4120), is formed as the screw rod of a top non-threaded;And The end set of described smooth department (4110) one end has a threaded hole (4130).
9. the strip breakfast practice for floor according to one of Claims 1-4, which is characterized in that the tune The structure for saving ring (5200) is identical as the upper regulation ring (4310) and lower regulation ring (4320) structure;And in the tune It is respectively arranged with anticreep lanyard hole (5240) on first adjusting support arm of section ring (5200) and the second adjusting support arm.
10. the strip breakfast practice for floor according to one of Claims 1-4, which is characterized in that described Fixed tray (5400) there are one being also set up on collet (5100) for fixing the regulation ring (5200).
CN201820069819.7U 2018-01-16 2018-01-16 A kind of strip breakfast practice for floor Active CN208056624U (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108035537A (en) * 2018-01-16 2018-05-15 广州市快易模板工程有限公司 A kind of strip breakfast practice for floor
CN110805273A (en) * 2019-11-21 2020-02-18 深圳市东深工程有限公司 Supporting member of concrete frame shear structure and mounting method
CN115822320A (en) * 2022-11-07 2023-03-21 河北工程大学 Building structure designs floor roof beam reinforced structure

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108035537A (en) * 2018-01-16 2018-05-15 广州市快易模板工程有限公司 A kind of strip breakfast practice for floor
CN110805273A (en) * 2019-11-21 2020-02-18 深圳市东深工程有限公司 Supporting member of concrete frame shear structure and mounting method
CN115822320A (en) * 2022-11-07 2023-03-21 河北工程大学 Building structure designs floor roof beam reinforced structure
CN115822320B (en) * 2022-11-07 2023-10-27 河北工程大学 Building structure design floor beam reinforced structure

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