CN215631602U - Safe early-dismantling fast-assembly floor formwork structure - Google Patents
Safe early-dismantling fast-assembly floor formwork structure Download PDFInfo
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- CN215631602U CN215631602U CN202120784835.6U CN202120784835U CN215631602U CN 215631602 U CN215631602 U CN 215631602U CN 202120784835 U CN202120784835 U CN 202120784835U CN 215631602 U CN215631602 U CN 215631602U
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Abstract
The utility model discloses a safe early-dismantling and quick-assembling floor formwork structure which comprises at least two early-dismantling top panel assemblies arranged in parallel, wherein the adjacent early-dismantling top panel assemblies are spliced through an early-dismantling strip-shaped supporting belt assembly; the top panel keel supporting assembly comprises a top panel lead screw lifting assembly and a panel main keel tray arranged at the top of the top panel lead screw lifting assembly, and a strip-shaped supporting belt jacking support is movably clamped at the top of the panel main keel tray; a top panel main keel is arranged between the panel main keel tray and the strip-shaped supporting belt jacking supports; the top of the strip-shaped supporting belt jacking support is provided with an early-dismantling strip-shaped supporting belt assembly, and the top of the top panel main keel is provided with an early-dismantling top panel assembly; the utility model has the advantages of convenient and quick installation and removal, stable support of the top panel and flexible adjustment of the installation position of the top panel.
Description
Technical Field
The utility model belongs to the technical field of early-dismantling and fast-assembly top panel structures in building template engineering, and particularly relates to a safe early-dismantling and fast-assembly floor template structure.
Background
At present, in the building construction, when concrete members such as floors are cast on site, the concrete members are mostly assembled by adopting templates, battens, round steel pipes, traditional steel pipe supports and the like, and the problem of loose splicing among the traditional templates, the battens, the round steel pipes and the traditional steel pipes is solved. Meanwhile, due to the technical limitation of a supporting system, the template can be dismantled only when the strength of concrete reaches over 75 percent, the time required by concrete setting is at least over 20 days, so that more than 3 sets of materials such as the template and a reinforced steel pipe need to be prepared, the consumption of field materials is large, the consumption of the materials is large, the accelerated aging loss of the materials due to high temperature, high humidity and high corrosion is large, and the one-time capital investment is large. Adopt flitch and circular steel tube to consolidate the template in addition, because its rigidity, intensity is uncontrollable, need a large amount of flitches or circular steel tube to splice and constitute bearing structure, not only make bearing structure complicated unordered, make bearing structure relatively fixed after linking firmly simultaneously, and bearing structure is because its straightness error that hangs down and the existence of artifical installation error, can lead to causing behind the follow-up installation top panel that the amalgamation is not inseparable enough and appear the gap and cause the problem of lou thick liquid, and the relative fixed bearing structure who only relies on self experience hobby unordered the laying is difficult to carry out nimble regulation to the position of top panel. In addition, when the template is dismantled, the support frame body must be dismantled firstly, so that materials such as steel pipes and square timbers are easy to fall off to generate great potential safety hazards, and meanwhile, the template, the square timbers, the steel pipes and the like fall onto the ground from high altitude or on the cross rods to be easy to be collided and damaged and damage the concrete ground.
Meanwhile, aluminum moulds which are used in large quantities on the standard floor of the residential building are firstly connected and bear by a plurality of pins which are arranged in a panel structure and are arranged in the interval of 30cm between the early-dismantling keels in the supporting moulds, and the supporting vertical rods are connected by pull rods at the end, so that the potential safety hazard in construction is large, the vertical supporting of the supporting vertical rods is uncontrollable, the impact of a pump pipe on the floor during concrete pouring and tamping is safe and uncontrollable, the supporting force is uncontrollable, and the like, and the safety influence of the dotted supporting after early dismantling on the concrete floor is uncontrollable.
SUMMERY OF THE UTILITY MODEL
The utility model aims to provide a safe early-dismounting and quick-mounting floor formwork structure.
The utility model is realized by the following technical scheme:
a safe early-dismantling fast-assembly floor formwork structure comprises at least two early-dismantling strip-shaped supporting belt assemblies which are arranged in parallel, wherein a top panel keel supporting assembly used for supporting the early-dismantling strip-shaped supporting belt assemblies is arranged at the bottom of each early-dismantling strip-shaped supporting belt assembly, and adjacent early-dismantling strip-shaped supporting belt assemblies are mutually spliced through at least one early-dismantling top panel assembly; the top panel keel supporting assembly comprises a top panel lead screw lifting assembly and a panel main keel tray arranged at the top of the top panel lead screw lifting assembly, and a strip-shaped supporting belt jacking support is movably clamped and arranged at the top of the panel main keel tray; a top panel main keel is arranged between the panel main keel tray and the strip-shaped supporting band top support; early tear strip back-up strip assembly is installed at the top of strip back-up strap top support, early tear top panel assembly off is installed at the top of top panel main joist.
Install panel main joist tray at face lift supporting component's top, install strip support area top at panel main joist tray's top activity block and hold in the palm, strip support area top holds in the palm and can carry out the mounted position that certain angle's rotation held in the palm in order to adjust strip support area top at panel main joist tray's top. The space that supplies the tip installation of top panel main joist is reserved between the bottom terminal surface that the strip support area top held in the palm and the top terminal surface of panel main joist tray, through directly clamping the tip of top panel main joist between the bottom terminal surface that the strip support area top held in the palm and the top terminal surface of panel main joist tray, can realize the convenient installation of top panel main joist. The face lift supporting component can go up and down along vertical direction in order to adjust the height that the support of bar support area top support and top panel owner fossil fragments, and then adjusts the height of early tearing bar support area subassembly and early tearing top panel subassembly open to adapt to the convenient installation of the not high top panel.
The early-dismantling strip-shaped supporting belt assembly is mounted at the top of the strip-shaped supporting belt jacking, and can move at the top of the strip-shaped supporting belt jacking along the direction close to or far away from the early-dismantling top panel assembly when not fixed. Through adjusting the mounted position of early tearing strip back-up strip subassembly open for early tear strip back-up strip subassembly open with early and tear the top between the panel components amalgamation inseparabler, effectively reduce seam crossing and leak thick liquid, and then guarantee follow-up concreting's surface smoothness. The utility model discloses a construction degree of difficulty and potential safety hazard of low whole top panel structure are reduced to early tear top panel assembly and early tear strip back-off top panel assembly, the construction degree of difficulty and potential safety hazard of low whole top panel structure are reduced to two adjacent early tear strip back-off top panel assembly through at least one between the strip back-off top panel assembly, the left and right sides of early tear top panel assembly and the side of early tear strip back-off top panel assembly or with another early tear side concatenation of top panel assembly and through pin joint, the tip of the front and back both sides of early tear top panel assembly is placed on top panel main joist, receive the direct support of top panel main joist, and then improved the steadiness and the bearing capacity of early tear top panel assembly greatly, and then can effectively reduce the early tear top panel assembly and tear strip back-off the strip back-off top panel assembly or with another early tear the quantity of connecting pin between the top panel assembly, and then guarantee bearing capacity and joint strength's prerequisite. Simultaneously, directly through panel main joist tray and the flexible adjustable connection structure between the strip support area top support, and then realized the convenient installation of top panel main joist, and then realize that follow-up in the convenient installation in top of strip support area top support adjust early tear strip support band subassembly and in the convenient installation in top of top panel main joist adjust early tear top panel subassembly, improved the efficiency of construction greatly, and be convenient for realize convenient early tearing open after the concrete sets.
In order to better realize the utility model, the strip-shaped supporting belt jacking comprises a jacking connecting piece, a panel main keel connecting piece and strip-shaped supporting belt supporting end plates, wherein the bottom of the jacking connecting piece is connected with the top of the panel main keel tray in a clamping manner, the strip-shaped supporting belt supporting end plates are arranged at the tops of the jacking connecting pieces, and the panel main keel connecting piece clamped with the end part of the top panel main keel is arranged between the bottom end surface of each strip-shaped supporting belt supporting end plate and the left side and the right side of the jacking connecting piece.
The top that the strip support area supported the end plate is used for supporting early tear panel assembly of top open, it holds in the palm the connecting piece to be provided with the top between the bottom that the strip supported the end plate and the top terminal surface of panel main joist tray to support the area, the top holds in the palm the bottom of connecting piece and the top of panel main joist tray between activity joint, the left and right sides symmetry that holds in the palm the connecting piece in the top is provided with panel main joist connecting piece, the tip of top panel main joist is provided with the draw-in groove that matches the joint with panel main joist connecting piece, and then realize the convenient installation of tip of top panel main joist between panel main joist tray and strip support area top support. Simultaneously, through the installation angle of fine setting bar support area top support at panel main joist tray top, and then realize the fine setting through the installation angle of the panel main joist connecting piece at the top panel main joist of both sides installation, make the follow-up early tear down top panel assembly of installing at the top of top panel main joist keep the level and the amalgamation tight, and improved the efficiency of construction greatly, simultaneously can adjust the height that panel main joist tray and bar support area top supported in a flexible way through top panel lead screw lifting unit, and then adjust the height of early tear down top panel assembly in a flexible way.
In order to better realize the utility model, the panel main keel connecting piece is at least one keel connecting plate arranged on the side surface of the jacking connecting piece, and keel connecting holes are formed in the keel connecting plates.
The tip of top panel main joist is provided with the draw-in groove with fossil fragments connecting plate block, and the quantity and the position of draw-in groove correspond the quantity and the position determination of fossil fragments connecting plate. Be provided with the fossil fragments connecting hole on the fossil fragments connecting plate, correspond the fossil fragments connecting hole on the both sides wall of the draw-in groove of top panel main joist and be provided with the connection via hole, with the draw-in groove of top panel main joist and fossil fragments connecting plate block back, the connection via hole on the draw-in groove both sides wall of top panel main joist aligns with the fossil fragments connecting hole on the fossil fragments connecting plate, then can be in connecting via hole and fossil fragments connecting hole cartridge connecting pin, realize that the connection of top panel main joist tip is fixed.
In order to better realize the utility model, further, strip-shaped supporting belt fixing assemblies for fixing the early-dismantling strip-shaped supporting belt assembly are symmetrically arranged on the front side and the rear side of the top of the strip-shaped supporting belt supporting end plate.
In order to better realize the utility model, the strip-shaped supporting belt fixing assembly comprises strip-shaped supporting belt fixing bolts, a strip-shaped supporting belt fixing top and mounting support lugs, wherein the front side and the rear side of the top of the strip-shaped supporting belt jacking are symmetrically provided with the mounting support lugs, the mounting support lugs are provided with the strip-shaped supporting belt fixing bolts in a threaded manner, and one end of each strip-shaped supporting belt fixing bolt penetrates through the mounting support lug and is provided with the strip-shaped supporting belt fixing top. The top panel assembly is placed behind the top of the strip-shaped supporting band supporting end plate, and the edge of the top panel assembly is located between the mounting lugs on the front side and the rear side of the top of the strip-shaped supporting band supporting end plate, namely the edge of the top panel assembly is located between the fixed ends of the strip-shaped supporting band fixing assemblies on the two sides. After the position of the early-dismantled top panel assembly is adjusted, the strip-shaped supporting belt fixing bolt is rotated, so that the strip-shaped supporting belt fixing top can be driven to move towards the direction close to the edge of the top panel assembly or away from the edge of the top panel assembly, and the edge of the early-dismantled top panel assembly is clamped or released.
A safe early-dismantling fast-assembly floor formwork structure comprises at least two early-dismantling strip-shaped supporting belt assemblies which are arranged in parallel, wherein a top panel keel supporting assembly used for supporting the early-dismantling strip-shaped supporting belt assemblies is arranged at the bottom of each early-dismantling strip-shaped supporting belt assembly, and adjacent early-dismantling strip-shaped supporting belt assemblies are spliced with each other through at least one early-dismantling top panel assembly; the top panel keel supporting assembly comprises a top panel lead screw lifting assembly and a panel main keel tray arranged at the top of the top panel lead screw lifting assembly, wherein the top of the panel main keel tray is movably clamped with a panel main keel ear-shaped connecting piece, and the left side and the right side of the panel main keel ear-shaped connecting piece are symmetrically clamped with a top panel main keel; early tear bar back-up strip spare is installed at the top of panel main joist ear-shaped connecting piece, early tear top panel subassembly open is installed at the top of top panel main joist.
The top panel screw lifting assembly can be lifted along the vertical direction to adjust the supporting height of the whole top panel structure so as to adapt to the construction requirements of different heights. Install panel main joist tray at top panel lead screw lifting unit's top, install panel main joist ear-shaped connecting piece at the top activity block of panel main joist tray, panel main joist ear-shaped connecting piece can carry out the rotation of certain angle in order to adjust the deflection angle of panel main joist ear-shaped connecting piece at panel main joist tray top along self axial at the top of panel main joist tray. The both sides of panel main joist ear-shaped connecting piece are provided with the joint portion with the tip joint of top panel main joist, realize the convenient installation of top panel main joist in panel main joist ear-shaped connecting piece both sides. Simultaneously, there is early strip back of support area subassembly of tearing open at the top movable mounting of panel main joist ear-shaped connecting piece, early strip back of support area subassembly of tearing open can carry out the removal of certain distance at the top of panel main joist ear-shaped connecting piece along the direction that is close to or keeps away from early top of the panel subassembly of tearing open, early top of tearing open panel subassembly simultaneously also can carry out the removal of certain distance along the length direction of top panel main joist, realize adjusting early top of tearing open panel subassembly and early mounting position of tearing open strip back of support area subassembly, and then make the seam crossing amalgamation between adjacent early strip back of support area subassembly and the early top of tearing open panel subassembly more inseparable, then can be through connecting pin with adjacent early top of tearing open panel subassembly connection fixed.
The utility model discloses a panel early-dismantled assembly structure, including two adjacent early strip supporting band subassemblies of tearing open, the left and right sides of early strip supporting band subassembly and the side of early strip supporting band subassembly or the side concatenation of early strip supporting band subassembly and through pin joint, the tip of the front and back both sides of early strip supporting band subassembly is placed on top panel main joist, receive the direct support of top panel main joist, and then improved the steadiness and the bearing capacity of early strip supporting band subassembly greatly, and then can effectively reduce the quantity of early strip supporting band subassembly and the early strip supporting band subassembly of tearing open or the connecting pin between another early strip supporting band subassembly of tearing open between the top panel subassembly, and then reduce the weight of whole top panel structure under the prerequisite of guaranteeing bearing capacity and joint strength. Simultaneously, directly through nimble adjustable connection structure between panel main joist tray and the panel main joist ear-shaped connecting piece, and then realized the convenient installation of top panel main joist, and then realize that follow-up in the convenient installation of the top of panel main joist ear-shaped connecting piece is adjusted and is early torn open the bar and prop up the subassembly and early tear open the top panel subassembly at the convenient installation of the top of top panel main joist, improved the efficiency of construction greatly, and be convenient for realize convenient early tearing open after the concrete sets.
In order to better realize the utility model, a strip-shaped supporting band secondary keel supporting seat is clamped at the top of the ear-shaped connecting piece of the panel main keel, and the top of the strip-shaped supporting band secondary keel supporting seat is clamped with a secondary keel at the bottom of the early-dismantling strip-shaped supporting band component.
The bottom of strip support area secondary joist supporting seat and the top swing joint of panel main joist ear-shaped connecting piece, strip support area secondary joist supporting seat can carry out certain distance's removal at panel main joist ear-shaped connecting piece top, and then adjusts the mounted position of strip support area secondary joist supporting seat at panel main joist ear-shaped connecting piece top, and then adjusts the mounted position of early strip support area subassembly of tearing open.
In order to better realize the utility model, the left side and the right side of the panel main keel ear-shaped connecting piece are provided with connecting clamping blocks, and the end part of the top panel main keel is provided with a quick-connection clamping groove which is mutually clamped with the connecting clamping blocks.
In order to better realize the utility model, the early-dismantling strip-shaped support belt assembly further comprises a strip-shaped support belt panel and a strip-shaped support belt frame, wherein the edge of the strip-shaped support belt panel extends to the outer side of the edge of the strip-shaped support belt frame to form a male edge structure or the edge of the strip-shaped support belt panel retracts to the inner side of the edge of the strip-shaped support belt frame to form a female edge structure correspondingly spliced with the male edge structure.
In order to better implement the present invention, further, the early-dismantling top panel assembly includes a top connection panel, a top panel connection frame, and an edge of the top connection panel extends to the outside of an edge of the top panel connection frame to form a male edge structure or an edge of the top connection panel retracts to the inside of an edge of the top panel connection frame to form a female edge structure.
The strip support band panel is a rectangular plate, the strip support band frame is a rectangular frame, the edge of the strip support band panel extends to the edge outer side of the corresponding strip support band frame to form a male edge structure, the edge of the strip support band panel retracts to the edge inner side of the corresponding strip support band frame to form a female edge structure, and the distance from the edge of the strip support band panel extending to the edge outer side of the strip support band frame is equal to the distance from the edge of the strip support band panel retracting to the edge inner side of the strip support band frame. The early-dismantling strip-shaped supporting belt assembly is spliced with a male edge structure or a female edge structure at the edge of the early-dismantling top panel assembly through the male edge structure or the female edge structure at the edge, namely the edge of the early-dismantling strip-shaped supporting belt assembly is of the male edge structure, and the edge of the early-dismantling top panel assembly is correspondingly set to be the female edge structure; the edge of the early-dismantling strip-shaped supporting belt component is of a female edge structure, and the edge of the early-dismantling top panel component is correspondingly set to be of a male edge structure.
The strip-shaped supporting belt panel is a rectangular plate, and the middle part of the strip-shaped supporting belt along the length of the rectangular plate is not provided with a rectangular T-shaped early-dismantling strip-shaped supporting secondary keel; the edge L-shaped hinge placing position of the strip-shaped supporting belt panel retracts to the corresponding distance from the early-dismantling panel structure frame to extend to the early-dismantling panel, namely the L-shaped hinge retracts to the edge of the early-dismantling strip-shaped supporting plate to form a male edge structure, the L-shaped hinge is connected with the adjacent female edge structure of the early-dismantling panel structure through the L-shaped hinge, and the adjacent secondary keel of the early-dismantling panel structure bears the edge supporting bearing force of the early-dismantling strip-shaped supporting panel.
The top connection panel is a rectangular plate, the top panel connection frame is a rectangular frame, the edge of the top connection panel extends to the edge outer side of the corresponding top panel connection frame to form a male edge structure, the edge of the top connection panel retracts to the edge inner side of the corresponding top panel connection frame to form a female edge structure, and the distance from the edge of the top connection panel extending to the edge outer side of the top panel connection frame is equal to the distance from the edge of the top connection panel retracting to the edge inner side of the top panel connection frame. The early-dismantled top panel assembly and the early-dismantled strip-shaped supporting band assembly and the two adjacent early-dismantled top panel assemblies are spliced through corresponding male edge structures and female edge structures. Adjacent early tear top panel assembly or early tear top panel assembly and early tear strip back of putting up the subassembly and pass through behind the public limit structure and the female limit structure amalgamation of matching, panel seam between the panel and the frame seam between the frame are in crisscross state, and then make when top panel top concreting, the panel seam is sheltered from by the frame in fact, the frame seam is sheltered from by the panel in fact, and then effectively avoid leaking the thick liquid from panel seam and frame department, produce the honeycomb pitted skin in seam department after avoiding the concrete to solidify, avoid the follow-up operation of plastering
In order to better realize the utility model, the top panel screw lifting assembly comprises a top panel lifting support screw, a top panel lifting adjusting ring and a top panel lifting adjusting rubber sleeve, wherein the top end of the top panel lifting support screw upwards penetrates through the panel main keel tray and is clamped and connected with the bottom of the jacking connecting piece, the top panel lifting adjusting ring is sleeved on one end, away from the jacking connecting piece, of the top panel lifting support screw, and the top panel lifting adjusting rubber sleeve is arranged at the bottom of the top panel lifting adjusting ring.
Compared with the prior art, the utility model has the following advantages and beneficial effects:
(1) according to the utility model, the panel main keel tray is arranged at the top end of the top panel screw rod lifting assembly, the strip-shaped supporting belt jacking supports are movably clamped and installed at the top of the panel main keel tray to form a split type supporting device, the top panel is conveniently supported through the strip-shaped supporting belt jacking supports, and the traditional large integral supporting structure is replaced, so that the dismounting efficiency of the supporting structure installation and the subsequent early-dismounting top panel supporting and reinforcing assembly is higher, meanwhile, the safety guarantee is provided for the concrete plate surface structure, the large connecting member is effectively prevented from falling off during the mould dismounting, and the construction safety is effectively guaranteed;
(2) according to the utility model, the strip-shaped supporting belt jacking device is movably clamped at the top of the panel main keel tray, so that the mounting position of the strip-shaped supporting belt jacking device at the top of the panel main keel tray can be conveniently adjusted according to the actual mounting position, and further the mounting position of the top panel main keel is adjusted, and finally, the quick splicing of the top panels and the fine adjustment of the mounting position of the top panels are realized, so that the top panels are tightly spliced, and the position error of the top panels is eliminated;
(3) according to the utility model, the panel main keel connecting pieces are arranged on the two sides of the jacking connecting piece, and the panel main keel connecting pieces are conveniently clamped with the end parts of the top panel main keels, so that the supporting force of the top panel is greatly improved, the top panel main keels are conveniently installed, and the construction efficiency of the supporting structure is greatly improved.
(4) According to the utility model, the early-dismantled top panel assembly is stably supported through the strip-shaped supporting belt jacking and the top panel main keel, so that the splicing strength of the early-dismantled top panel assembly is greatly increased, the number of connecting pieces between the early-dismantled top panel assembly is effectively reduced, the weight of the early-dismantled top panel assembly is reduced, the construction efficiency of splicing the early-dismantled top panel assembly is improved, and the safety and the protection of a concrete ground during the dismantling of the early-dismantled top panel assembly are ensured.
Drawings
FIG. 1 is a schematic view of the overall structure of the present invention;
FIG. 2 is a schematic view of a roof panel keel support assembly;
FIG. 3 is a schematic illustration of the split and splice of FIG. 2;
FIG. 4 is a schematic structural view of a strip-shaped supporting belt jacking;
FIG. 5 is a schematic view of the installation of the panel main runner ear connector;
FIG. 6 is a schematic assembly view of the early dismount top panel assembly;
FIG. 7 is a schematic view of a seam between early deck panel assemblies;
FIG. 8 is a schematic structural view of a top plate screw lifting assembly;
fig. 9 is a structural view of a strip-shaped support band fixing assembly.
Wherein: 11-early dismount top panel assembly; 12-a top panel keel support assembly; 13-early dismantling the strip-shaped supporting belt assembly;
111-top connection panel; 112-a top panel connection frame; 121-top panel screw lifting assembly; 122-panel main joist tray; 123-supporting the strip-shaped supporting belt; 124-top panel main keel; 125-panel main keel ear-shaped connecting piece; 126-strip support band secondary joist support seats; 127-a strip support strap securing assembly; 131-strip support band panels; 132-a strip support band frame;
1211-top panel lifting support screw rod; 1212-top panel lift adjustment ring; 1213-adjusting the lifting of the top panel; 1231-jacking link; 1232-panel main runner attachment; 1233-strip support band support end plate; 1271-strip support band fixing bolt; 1272-the strip-shaped supporting band fixes the top; 1273-mounting a support lug; 1321-strip support strap secondary joist; 1322-L hinge.
Detailed Description
Example 1:
the safe early-dismantling fast-assembly floor formwork structure of the embodiment comprises at least two early-dismantling strip-shaped supporting belt assemblies 13 arranged in parallel, wherein the bottom of each early-dismantling strip-shaped supporting belt assembly 13 is provided with a top panel keel supporting assembly 12 for supporting the early-dismantling strip-shaped supporting belt assembly 13, and the adjacent early-dismantling strip-shaped supporting belt assemblies 13 are mutually spliced through at least one early-dismantling top panel assembly 11; the top panel keel supporting component 12 comprises a top panel screw rod lifting component 121 and a panel main keel tray 122 arranged at the top of the top panel screw rod lifting component 121, and a strip-shaped supporting belt jacking 123 is movably clamped and arranged at the top of the panel main keel tray 122; a top panel main keel 124 is arranged between the panel main keel tray 122 and the strip-shaped supporting belt jacking 123; the top of the strip-shaped supporting strip jacking 123 is provided with an early-dismantling strip-shaped supporting strip assembly 13, and the top of the top panel main keel 124 is provided with an early-dismantling top panel assembly 11.
The panel main keel tray 122 is internally provided with a square jacking through hole along the vertical direction, the top end of the top panel screw rod lifting assembly 121 is inserted into the bottom of the square jacking through hole, and the supporting height of the whole top panel keel supporting assembly 12 is adjusted through the lifting of the top panel screw rod lifting assembly 121. The bottom that the strip supports area top support 123 extends to the top inboard and the activity joint that the square pushed up the support through-hole, realizes that the strip supports area top support 123 and carries out the rotation of certain angle at panel main joist tray 122's top along self axis, and then adjusts the strip and supports area top support 123 and at the beat angle at panel main joist tray 122 top. The space that supplies the tip of top panel main joist 124 to clamp or cartridge is reserved between strip support area top support 123 and panel main joist tray 122, realizes the convenient installation of top panel main joist 124, and the beat angle through adjusting strip support area top support 123 simultaneously realizes finely tuning top panel main joist 124 extending direction.
The top end surface of the strip-shaped supporting band top support 123 is used for supporting the early-dismantling strip-shaped supporting band assembly 13, the bottom end surface of the early-dismantling strip-shaped supporting band assembly 13 is arranged on the top end surface of the strip-shaped supporting band top support 123, and the early disassembly strip support band assembly 13 is not fixed, the early disassembly strip support band assembly 13 can move a certain distance on the top end surface of the strip support band jacking 123 along the direction close to or far away from the early disassembly top panel assembly 11, thereby adjusting the mounting position of the early-dismantling strap assembly 13 on the strap jacking 123, while adjusting the distance between the early removal strip support band assembly 13 and the early removal top panel assembly 11, make early strip supporting band subassembly 13 of tearing open inseparabler with early top panel assembly 11 amalgamation early, follow-up when concreting effectively reduce and tear strip supporting band subassembly 13 and early top panel assembly 11 seam crossing's hourglass thick liquid volume early when tearing open.
The top end surface of the top panel main keel 124 is used for supporting the early-dismantled top panel assembly 11, the bottom end surface of the early-dismantled top panel assembly 11 is placed on the top end surface of the top panel main keel 124, and when the early-dismantled top panel assembly 11 is not fixed, the early-dismantled top panel assembly 11 can move for a certain distance along the length direction of the top panel main keel 124, and then the installation position of the early-dismantled top panel assembly 11 on the top end surface of the top panel main keel 124 is adjusted.
Can convenient height that adjusts strip support area top support 123 and top panel main joist 124 through top panel lead screw lifting unit 121, and then the height of strip support area subassembly 13 and the face plate subassembly 11 of early tearing open of convenient regulation, can satisfy the not construction demand of co-altitude.
Example 2:
this embodiment is further optimized on embodiment 1's basis, as shown in fig. 4, the strip support area top holds in the palm 123 and supports end plate 1233 including supporting connecting piece 1231, panel main joist connecting piece 1232, strip support area, the top that the bottom that holds in the palm connecting piece 1231 is connected with the top block of panel main joist tray 122, the top that holds in the palm connecting piece 1231 is provided with strip support area support end plate 1233, the strip support area support be provided with the panel main joist connecting piece 1232 with the tip joint of top panel main joist 124 between the left and right sides of the bottom terminal surface of end plate 1233 and the top support connecting piece 1231.
The top support connecting piece 1231 is of a cylindrical structure, the bottom end of the top support connecting piece 1231 is movably inserted into the square top support through hole in the panel main keel tray 122, and the top support connecting piece 1231 can rotate at a certain angle along the axial direction. The top of the top support connector 1231 extends to the top end face of the panel main keel tray 122 and is provided with a strip support band supporting end plate 1233, the strip support band supporting end plate 1233 is parallel to the top end face of the panel main keel tray 122, and a space for inserting and installing the end of the top panel main keel 124 is formed between the top end face of the strip support band supporting end plate 1233 and the top end face of the panel main keel tray 122. Simultaneously, the left and right sides of the top support connecting piece 1231 are symmetrically provided with panel main keel connecting pieces 1232 which extend to the top end surfaces of the strip-shaped supporting band supporting end plates 1233 and the top end surfaces of the panel main keel trays 122, and the end parts of the top panel main keels 124 are provided with clamping grooves connected with the panel main keel connecting pieces 1232 in a clamping mode. Inside the space that constitutes between the terminal surface of the top end face that supports end plate 1233 and the terminal surface of the top of panel main joist tray 122 through the tip cartridge with top panel main joist 124 to make the draw-in groove and the panel main joist connecting piece 1232 joint of top panel main joist 124 tip, realize the convenient installation of top panel main joist 124.
Other parts of this embodiment are the same as embodiment 1, and thus are not described again.
Example 3:
the present embodiment is further optimized on the basis of the foregoing embodiment 1 or 2, as shown in fig. 4, the panel main keel connecting piece 1232 is at least one keel connecting plate disposed on the side of the top support connecting piece 1231, and the keel connecting plate is provided with keel connecting holes.
The panel main joist connecting piece 1232 is a single keel connecting plate with keel connecting holes, and the single keel connecting plate is symmetrically arranged on the left side and the right side of the top support connecting piece 1231. The single keel connecting plate means that an independent keel connecting plate is symmetrically arranged on the left side and the right side of the panel main keel connecting piece 1232, keel connecting holes are formed in the single keel connecting plate corresponding to main keel via holes in the top panel main keel 124, and a clamping groove or a clamping opening is formed in the end part of the top panel main keel 124 corresponding to the single keel connecting plate.
Panel main joist connecting piece 1232 is for having the fossil fragments connecting hole and the symmetry sets up the biplate fossil fragments connecting plate in the top support connecting piece 1231 left and right sides, the bottom of biplate fossil fragments connecting plate is connected through connecting the bottom plate. The biplate fossil fragments connecting plate indicates that the equal symmetry in the left and right sides of panel main joist connecting piece 1232 is provided with the fossil fragments connecting plate that two parallels align and leave the interval, and the main joist via hole that corresponds on the top panel main joist 124 on the biplate fossil fragments connecting plate is provided with the fossil fragments connecting hole, and the tip of top panel main joist 124 corresponds biplate fossil fragments connecting plate and is provided with two draw-in grooves or bayonet socket.
Carry out direct block through monolithic fossil fragments connecting plate or biplate fossil fragments connecting plate and top panel main joist 124 tip between draw-in groove or the bayonet socket and be connected, realized top panel main joist 124 and supported the high-efficient convenient dismouting of 123 left and right sides at the strip support area top, effectively improved the efficiency of construction.
The rest of this embodiment is the same as embodiment 1 or 2, and therefore, the description thereof is omitted.
Example 4:
this embodiment is further optimized on the basis of any one of the above embodiments 1 to 3, and as shown in fig. 2 and 4, strip-shaped support band fixing assemblies 127 for fixing the early-dismantling strip-shaped support band assembly 13 are symmetrically arranged on the front and rear sides of the top portion of the strip-shaped support band support end plate 1233.
As shown in fig. 9, the strip support band fixing assembly 127 includes a strip support band fixing bolt 1271, a strip support band fixing plug 1272, and a mounting lug 1273, wherein the mounting lugs 1273 are symmetrically disposed on front and rear sides of the top of the strip support band holding unit 123, the strip support band fixing bolt 1271 is threadedly mounted on the mounting lugs 1273, and one end of the strip support band fixing bolt 1271 passes through the mounting lugs 1273 and is mounted with the strip support band fixing plug 1272.
The top installation of supporting the end plate 1233 in the strip supports and early tears the back of the panel assembly 11 of top, the end panel of early tearing the top of the panel assembly 11 of top is located the strip and supports between the installation journal stirrup 1273 of both sides around the end plate 1233 top, can pass through the strip of rotating both sides this moment and support the fixing bolt 1271, and then the strip of driving both sides supports the fixed top 1272 of strip and supports the end panel of the belt assembly 13 towards early tearing the strip and is close to, it is tight to clamp to the front and back both sides of the end panel of the belt assembly 13 of early tearing the strip, and then realize early tearing the strip and support the firm of the belt assembly 13 at the strip support end plate and fix, effectively guarantee the installation steadiness of early tearing the strip and support the belt assembly 13.
The end of the early-dismantling top panel assembly 11 spliced between the adjacent early-dismantling strip-shaped support band assemblies 13 is positioned at the top of the top panel main keel 124, and is directly supported by the top panel main keel 124, so that the bearing capacity of the early-dismantling top panel assembly 11 is effectively enhanced, the quantity of connecting pins between two adjacent early-dismantling top panel assemblies 11 or between the adjacent early-dismantling top panel assembly 11 and the early-dismantling strip-shaped support band assembly 13 can be greatly reduced, and the weight of the connecting structure is effectively reduced while the connecting strength is ensured.
The other parts of this embodiment are the same as those of embodiments 1 to 3, and thus are not described again.
Example 5:
a safe early-dismantling fast-assembly floor formwork structure is shown in figure 5 and comprises at least two early-dismantling top panel assemblies 11 which are arranged in parallel, wherein the adjacent early-dismantling top panel assemblies 11 are spliced through early-dismantling strip-shaped supporting belt assemblies 13, and the bottoms of the early-dismantling strip-shaped supporting belt assemblies 13 are provided with top panel keel supporting assemblies 12 for supporting the early-dismantling strip-shaped supporting belt assemblies 13; the top panel keel supporting component 12 comprises a top panel screw rod lifting component 121 and a panel main keel tray 122 arranged at the top of the top panel screw rod lifting component 121, wherein a panel main keel ear-shaped connecting piece 125 is movably clamped and arranged at the top of the panel main keel tray 122, and top panel main keels 124 are symmetrically clamped and arranged at the left side and the right side of the panel main keel ear-shaped connecting piece 125; the early-dismantling strip-shaped support band assembly 13 is installed at the top of the panel main keel ear-shaped connecting piece 125, and the early-dismantling top panel assembly 11 is installed at the top of the top panel main keel 124.
The end part of the top panel main keel 124 is directly clamped with one side of the panel main keel ear-shaped connecting piece 125, so that the top panel main keel 124 is conveniently connected with the panel main keel ear-shaped connecting piece 125, and the construction efficiency of the early-dismantling and fast-assembling top panel supporting structure is improved; simultaneously, after the concrete is solidified, the top panel main keel 124 can be conveniently taken out from the side surface of the panel main keel ear-shaped connecting piece 125, so that efficient and quick early dismantling is realized.
Further, the top of panel main joist ear-shaped connecting piece 125 clamps strip-shaped supporting band secondary joist supporting seat 126, the top of strip-shaped supporting band secondary joist supporting seat 126 and the secondary joist joint of early-dismantled strip-shaped supporting band component 13 bottom.
The top of panel main joist ear-shaped connecting piece 125 is provided with waist type groove, the bottom of bar support area secondary joist supporting seat 126 is provided with the inserted block of slip cartridge in waist type groove, through the sliding connection of inserted block and waist type groove, realize that bar support area secondary joist supporting seat 126 is the linear slip that carries out the migration range at panel main joist ear-shaped connecting piece 125 top, and then adjust the nimble regulation of bar support area secondary joist supporting seat 126 mounted position, finally realize early tear bar support area subassembly 13 open to the installation of bar support area secondary joist supporting seat 126 top and carry out position control. Through adjusting the mounted position of early tearing strip supporting band subassembly 13 open, and then effectively solve top panel lead screw lifting unit 121 itself and have the straightness error that hangs down or adjacent early tear strip supporting band subassembly 13 open and early tear the problem that has the artifical error of assembling between the top panel subassembly 11 and lead to can not tight amalgamation.
Other parts of this embodiment are the same as any of embodiments 1 to 4, and thus are not described again.
Example 6:
this embodiment is further optimized on the basis of any one of above-mentioned embodiments 1-5, as shown in fig. 5, the left and right sides of panel main joist ear-shaped connecting piece 125 is provided with the connection fixture block, the tip of top panel main joist 124 is provided with the quick-connect draw-in groove that connects the mutual joint of fixture block, with quick-connect draw-in groove from last to down the suit on connecting the fixture block, can realize the convenient dismouting of top panel main joist 124 in panel main joist ear-shaped connecting piece 125 side, and then promoted top panel bearing structure's efficiency of construction.
Other parts of this embodiment are the same as any of embodiments 1 to 5, and thus are not described again.
Example 7:
this embodiment is further optimized on the basis of any one of the above embodiments 1 to 6, and as shown in fig. 6 and 7, the early-disassembled top panel assembly 11 includes a top connection panel 111, a top panel connection frame 112, and the edge of the top connection panel 111 extends to the outside of the edge of the top panel connection frame 112 to form a male edge structure or the edge of the top connection panel 111 retracts to the inside of the edge of the top panel connection frame 112 to form a female edge structure.
Two adjacent early-dismantled top panel assemblies 11 are matched and spliced with the female edge structure through the male edge structure, namely the edge of one early-dismantled top panel assembly 11 is of the female edge structure, and the edge of the other early-dismantled top panel assembly 11 is correspondingly set to be of the male edge structure. Two adjacent top connecting panels 111 are spliced to form a panel joint, and two adjacent top connecting frames 112 are spliced to form a frame joint.
Because the edge of the top connection panel 111 and the edge of the top panel connection frame 112 are arranged in a staggered manner, the panel seam is staggered from the frame seam, the panel seam is actually shielded by the top end surface of the top panel connection frame 112, and the frame seam is actually shielded by the bottom end surface of the top connection panel 111. And then effectively avoid leaking thick liquid from panel seam and frame seam department when follow-up concreting, effectively avoid the concrete to solidify the back and produce the honeycomb pitted surface at the surface, guarantee the roughness on concrete surface.
Other parts of this embodiment are the same as any of embodiments 1 to 6, and thus are not described again.
Example 8:
this embodiment is further optimized on the basis of any one of the above embodiments 1 to 7, wherein the early-dismantling strap assembly 13 comprises a strap panel 131 and a strap frame 132, and the edge of the strap panel 131 extends to the outside of the edge of the strap frame 132 to form a male edge structure.
The early-dismantling strip-shaped supporting band assembly 13 is spliced with the female edge structure at the edge of the early-dismantling top panel assembly 11 through the male edge structure at the edge, the strip-shaped supporting band panel 131 and the top connecting panel 111 are spliced to form a panel seam, and the strip-shaped supporting band frame 132 and the top panel connecting frame 112 are spliced to form a frame seam.
Because the edge of the top connection panel 111 and the edge of the top panel connection frame 112 are arranged in a staggered manner, the edge of the strip support band panel 131 and the edge of the strip support band frame 132 are arranged in a staggered manner, and then the panel seam formed between the top connection panel 111 and the strip support band panel 131 is staggered with the frame seam formed between the top panel connection frame 112 and the strip support band frame 132, the panel seam is actually shielded by the top end surfaces of the top panel connection frame 112 and the strip support band frame 132, and the frame seam is actually shielded by the bottom end surfaces of the top connection panel 111 and the strip support band panel 131. And then effectively reduce the amount of slurry leakage from the panel joint and the frame joint when the concrete is subsequently poured, effectively avoid the surface from generating a honeycomb pitted surface after the concrete is solidified, and ensure the flatness of the concrete surface.
Further, as shown in fig. 6 and 7, the strip support band frame 132 is a square frame-shaped integral frame, and the edge of the strip support band panel 131 extends to the outside of the edge of the integral frame to form a male edge structure;
further, as shown in fig. 5, the strip support band frame 132 includes a single strip support band sub-keel 1321 and L-shaped hinges 1322 disposed at both sides of the strip support band sub-keel 1321 in parallel, the strip support band sub-keel 1321 is disposed at a central position of the bottom of the strip support band panel 131, the L-shaped hinges 1322 are disposed at edge positions of the bottom of the strip support band panel 131, and edges of the strip support band panel 131 extend to outer sides of edges of the L-shaped hinges 1322 to form a male edge structure. The L-shaped hinges 1322 are joined to the top panel connecting frames 112 of the adjacent early roof panel assemblies 11, and at the same time, connecting holes are linearly and correspondingly formed in the L-shaped hinges 1322 and the top panel connecting frames 112, and connecting pins are disposed in the connecting holes, so that the L-shaped hinges 1322 and the top panel connecting frames 112 can be joined together.
Other parts of this embodiment are the same as any of embodiments 1 to 7, and thus are not described again.
Example 9:
this embodiment is further optimized on the basis of any one of the above embodiments 1 to 8, as shown in fig. 8, the top panel screw lifting assembly 121 includes a top panel lifting support screw 1211, a top panel lifting adjustment ring 1212, and a top panel lifting adjustment rubber sleeve 1213, the top end of the top panel lifting support screw 1211 upwardly penetrates through the panel main keel tray 122 and is connected with the bottom of the top support connecting member 1231 in a clamping manner, one end of the top panel lifting support screw 1211, which is far away from the top support connecting member 1231, is sleeved with the top panel lifting adjustment ring 1212, and the bottom of the top panel lifting adjustment ring 1212 is provided with the top panel lifting adjustment rubber sleeve 1213.
The top end of the top panel lifting support screw 1211 is clamped and inserted into the bottom of the through hole in the panel main keel tray 122, a top panel lifting adjusting ring 1212 and a top panel lifting adjusting rubber sleeve 1213 are sequentially screwed on the top panel lifting support screw 1211 from top to bottom, and the top end surface of the top panel lifting adjusting ring 1212 is attached to the bottom end surface of the panel main keel tray 122. By rotating the top panel lifting adjusting ring 1212, the relative axial linear movement between the top panel lifting adjusting ring 1212 and the top panel lifting support screw 1211 is realized, and the panel main keel tray 122 is driven to perform the linear movement in the axial direction, so that the installation height of the panel main keel tray 122 is adjusted. The top panel lift adjustment rubber sleeve 1213 effectively ensures the stability of the top panel lift support lead screw 1211 during movement, so that the whole panel support structure is more stable and is not easy to shake.
Other parts of this embodiment are the same as any of embodiments 1 to 8, and thus are not described again.
Example 10:
this embodiment is further optimized on the basis of any one of above-mentioned embodiments 1-9, top panel main joist 124 is integral top panel main joist, integral top panel main joist is an integral keel structure, the tip of integral top panel main joist is provided with the draw-in groove with panel main joist connecting piece 1232 block, integral top panel main joist bearing capacity is better, can support bigger load.
In another case, the top panel main joist 124 is a double-row link-segment top panel main joist, the double-row link-segment top panel main joist comprises two link-segment main joists arranged in parallel and aligned, the two link-segment main joists are connected with each other through a connecting rib or a connecting seat, and a space is reserved between the end parts of the two link-segment main joists corresponding to the panel main joist connecting member 1232 to form a link-segment clamping groove clamped with the panel main joist connecting member 1232; the double-row connecting section type top panel main keel is better, convenient and quick to install.
Further, integral top panel main joist and the tip of double segmentation top panel main joist all are provided with the fossil fragments connecting hole that corresponds with the main joist via hole on panel main joist connecting piece 1232.
Furthermore, the integral top panel main keel is prepared from any one of wood, aluminum and steel; the double-row connecting section type top panel main keel is made of any one of wood, aluminum and steel.
Other parts of this embodiment are the same as any of embodiments 1 to 9, and thus are not described again.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, and all simple modifications and equivalent variations of the above embodiments according to the technical spirit of the present invention are included in the scope of the present invention.
Claims (10)
1. A safe early-dismantling fast-assembly floor formwork structure is characterized by comprising at least two early-dismantling top panel assemblies (11) arranged in parallel, wherein the adjacent early-dismantling top panel assemblies (11) are spliced through an early-dismantling strip-shaped supporting belt assembly (13), and the bottom of the early-dismantling strip-shaped supporting belt assembly (13) is provided with a top panel keel supporting assembly (12) for supporting the early-dismantling strip-shaped supporting belt assembly (13); the top panel keel supporting component (12) comprises a top panel screw rod lifting component (121) and a panel main keel tray (122) arranged at the top of the top panel screw rod lifting component (121), and a strip-shaped supporting belt jacking support (123) is movably clamped and arranged at the top of the panel main keel tray (122); a top panel main keel (124) is arranged between the panel main keel tray (122) and the strip-shaped supporting band top support (123); early tear strip support band subassembly (13) are installed at the top of strip support band top support (123), early tear top panel assembly (11) are installed at the top of top panel main joist (124).
2. The safe early-dismantling fast-assembly floor formwork structure as claimed in claim 1, wherein the strip-shaped supporting belt top support (123) comprises a top support connecting piece (1231), a panel main keel connecting piece (1232) and a strip-shaped supporting end plate (1233), the bottom of the top support connecting piece (1231) is connected with the top clamping of the panel main keel tray (122), the top of the top support connecting piece (1231) is provided with the strip-shaped supporting end plate (1233), and the panel main keel connecting piece (1232) clamped with the end part of the top panel main keel (124) is arranged between the bottom end face of the strip-shaped supporting end plate (1233) and the left side and the right side of the top support connecting piece (1231).
3. A safety early demountable quick flooring formwork structure according to claim 2, wherein the top of said strip-shaped supporting straps supporting end plates (1233) are provided with strip-shaped supporting strap fixing assemblies (127) symmetrically arranged on the front and rear sides for fixing the early demountable strip-shaped supporting strap assembly (13).
4. A safety early demountable fast installed floor formwork structure according to any one of claims 1-3, wherein said early demountable strip supporting strip assembly (13) comprises strip supporting strip panels (131), strip supporting strip frames (132), edges of said strip supporting strip panels (131) extending outside edges of the strip supporting strip frames (132) forming a male edge structure.
5. A safety early demountable fast-assembled floor formwork structure according to any one of claims 1 to 3, wherein said early demountable top panel assembly (11) comprises a top connecting panel (111), a top panel connecting frame (112), the edge of said top connecting panel (111) extending to the outside of the edge of the top panel connecting frame (112) to form a male edge structure or the edge of the top connecting panel (111) retracting to the inside of the edge of the top panel connecting frame (112) to form a female edge structure correspondingly jogged with the male edge structure.
6. A safe early-dismantling fast-assembly floor formwork structure is characterized by comprising at least two early-dismantling top panel assemblies (11) arranged in parallel, wherein the adjacent early-dismantling top panel assemblies (11) are spliced through an early-dismantling strip-shaped supporting belt assembly (13), and the bottom of the early-dismantling strip-shaped supporting belt assembly (13) is provided with a top panel keel supporting assembly (12) for supporting the early-dismantling strip-shaped supporting belt assembly (13); the top panel keel supporting assembly (12) comprises a top panel screw rod lifting assembly (121) and a panel main keel tray (122) arranged at the top of the top panel screw rod lifting assembly (121), the top of the panel main keel tray (122) is movably clamped with a panel main keel ear-shaped connecting piece (125), and the left side and the right side of the panel main keel ear-shaped connecting piece (125) are symmetrically clamped with a top panel main keel (124); early tear strip supporting band subassembly (13) open is installed at the top of panel main joist ear-shaped connecting piece (125), early tear top panel subassembly (11) open is installed at the top of top panel main joist (124).
7. The safe early-dismantling fast-assembly floor formwork structure as claimed in claim 6, wherein a strip-shaped supporting band secondary keel supporting seat (126) is clamped at the top of the ear-shaped connecting piece (125) of the panel main keel, and the top of the strip-shaped supporting band secondary keel supporting seat (126) is clamped with a secondary keel at the bottom of the early-dismantling strip-shaped supporting band assembly (13).
8. The structure of a safe early-dismantling and quick-assembling floor formwork as claimed in claim 7, wherein the left and right sides of the panel main keel ear-shaped connecting piece (125) are provided with connecting clamping blocks, and the end of the top panel main keel (124) is provided with quick-connecting clamping slots mutually clamped with the connecting clamping blocks.
9. A safety early demountable fast installed floor formwork structure according to any one of claims 6-8, wherein said early demountable strip supporting strip assembly (13) comprises strip supporting strip panels (131), strip supporting strip frames (132), edges of said strip supporting strip panels (131) extending outside edges of the strip supporting strip frames (132) forming a male edge structure.
10. A secure early demountable fast-assembled floor formwork structure according to any one of claims 6 to 8, wherein said early demountable top panel assembly (11) comprises a top connecting panel (111), a top panel connecting frame (112), and the edge of said top connecting panel (111) extends to the outside of the edge of the top panel connecting frame (112) to form a male edge structure or the edge of the top connecting panel (111) retracts to the inside of the edge of the top panel connecting frame (112) to form a female edge structure correspondingly spliced with the male edge structure.
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CN113107195A (en) * | 2021-04-16 | 2021-07-13 | 广州市快易模板工程有限公司 | Safe early-dismantling fast-assembly floor formwork structure |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN113107195A (en) * | 2021-04-16 | 2021-07-13 | 广州市快易模板工程有限公司 | Safe early-dismantling fast-assembly floor formwork structure |
CN113107195B (en) * | 2021-04-16 | 2024-06-21 | 广州市快易模板工程有限公司 | Safe early-dismantling and fast-assembling floor template structure |
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