CN211037486U - One-way superimposed sheet and formwork structure with no rib at groove and tongue of end part - Google Patents

One-way superimposed sheet and formwork structure with no rib at groove and tongue of end part Download PDF

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Publication number
CN211037486U
CN211037486U CN201921627703.1U CN201921627703U CN211037486U CN 211037486 U CN211037486 U CN 211037486U CN 201921627703 U CN201921627703 U CN 201921627703U CN 211037486 U CN211037486 U CN 211037486U
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China
Prior art keywords
ribs
grooves
laminated
beard
slab
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CN201921627703.1U
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Chinese (zh)
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庄金平
陈剑星
陈光辉
王德奎
潘晨阳
陈曼英
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Fujian University of Technology
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Fujian University of Technology
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Abstract

The utility model relates to an one-way superimposed sheet of muscle can not go out in tip tongue-and-groove, including the superimposed sheet body, the end that links up of superimposed sheet body is provided with a plurality of recess, all is provided with the beard muscle in the recess, and the outer tip of beard muscle all does not exceed the terminal surface that links up of superimposed sheet body. The one-way laminated slab with the grooves and the tongues at the end parts without ribs is simple in structure.

Description

One-way superimposed sheet and formwork structure with no rib at groove and tongue of end part
Technical Field
The utility model relates to an one-way superimposed sheet and formwork structure of muscle can not go out in tip tongue-and-groove is applicable to the construction of superimposed sheet and cast-in-place roof beam.
Background
The fabricated concrete building is a reinforced concrete structure building which is formed by partially or completely assembling prefabricated concrete components on a main structure. In order to ensure that the integral stress performance of the assembled reinforced concrete structure is equal to that of the integrally cast structure, corresponding reliable construction measures and construction methods are required to be adopted, so that the prefabricated part, the cast-in-place part, the node and the like in the assembled structure can work in a cooperative manner, and the stress performance of the assembled reinforced concrete structure is equal to or higher than that of the integrally cast structure.
At present, beam columns are constructed in a cast-in-place mode, plates are made of prefabricated composite slabs, the construction mode is one of the construction modes commonly used at present, but in a system that the floor slabs are made of the prefabricated composite slabs and concrete beams are cast in place, collision problems exist between beam top longitudinal steel bars and the prefabricated composite slabs and extend outwards 'Huzi bars'. If the beam reinforcing steel bars are bound firstly, and the composite slab is lifted later, the problem of 'putting up' of the outward extending 'beard bars' and the longitudinal reinforcing steel bars of the beam in the lifting process is caused. On the one hand has prolonged the activity duration that superimposed sheet and cast-in-place roof beam are connected greatly, and on the other hand is to superimposed sheet hoist and mount process because overhanging beard muscle and roof beam are indulged the muscle collision, leads to the overhanging "beard muscle" of precast laminated sheet to be buckled, has increaseed work load when leading to precast concrete board fracture. On the contrary, the superimposed sheet is installed earlier, then must install earlier the beam slab template for hoist and mount provide operating space, then adopt the mode of interlude to carry out the ligature of beam reinforcement, this kind of mode also is consuming time and consumes labour on the one hand, on the other hand because beam side template must install earlier, leads to the roof beam bottom to indulge the ligature of muscle and stirrup and hardly target in place, especially is close to the beam-ends of post, and the beam-ends reinforcing bar of two directions alternates each other in nuclear core area, can't adopt traditional bed hedgehopping mode ligature roof beam bottom to indulge muscle and stirrup.
SUMMERY OF THE UTILITY MODEL
In view of the deficiencies of the prior art, the technical problem to be solved by the present invention is to provide an one-way superimposed sheet without ribs on the end tongue-and-groove and a supporting form structure.
In order to solve the technical problem, the technical scheme of the utility model is that: the one-way laminated slab with the grooves and the ribs not protruding out of the end grooves comprises a laminated slab body, wherein a plurality of grooves are formed in the connecting end of the laminated slab body, the beard ribs are arranged in the grooves, and the outer end portions of the beard ribs do not exceed the connecting end face of the laminated slab body.
Preferably, the upper surface of the superimposed sheet body is provided with a plurality of truss ribs.
Preferably, the width direction equipartition along the superimposed sheet body of a plurality of recess, the length direction extension of superimposed sheet body is all followed to the beard muscle.
Preferably, the outer end parts of the beard ribs are all flush with the joint end surface of the laminated slab body.
A formwork structure adopting a one-way laminated slab with ribs not protruding from grooves of end portions comprises a beam formwork and wood formworks symmetrically located on two sides of the beam formwork, wherein the wood formworks are respectively provided with the one-way laminated slab, the one-way laminated slab comprises a laminated slab body, the connecting ends of the laminated slab body are respectively provided with a plurality of grooves, the grooves are internally provided with beard ribs, the outer end portions of the beard ribs do not exceed the connecting end surfaces of the laminated slab body, and the corresponding beard ribs of the adjacent connecting ends of the two one-way laminated slabs are connected through short rib binding.
Preferably, the upper surface of the laminated slab body is provided with a plurality of truss ribs; the grooves are uniformly distributed along the width direction of the laminated slab body, and the beard ribs extend along the length direction of the laminated slab body; the outer end parts of the beard ribs are all flush with the joint end surface of the laminated slab body.
Preferably, foam adhesive tapes are arranged between the edge of the bottom of the groove on the lower surface of the one-way composite slab and the wood formwork at the side close to the beam.
Preferably, the connecting ends of the one-way composite slabs are flush with the edges of the beam forming cavities of the beam templates on the same side.
Preferably, the beam template comprises a vertical support frame, a keel is arranged at the top of the vertical support frame, a wooden brick is arranged at the top of the keel, and a beam forming cavity with a tie bar is arranged at the top of the wooden brick; the bottom of each wood formwork is provided with a keel, and the connecting end of each wood formwork is flush with the edge of the beam forming cavity of the beam formwork on the same side.
Compared with the prior art, the utility model discloses following beneficial effect has: simple structure, recess are reserved to one-way superimposed sheet tip, and the outer tip of hu zi muscle (overhanging reinforcing bar) all does not all exceed the linkage terminal surface of superimposed sheet body, has avoided the "putting up" problem of overhanging "hu zi muscle" and the vertical reinforcing bar of roof beam in the hoist and mount process, can avoid interfering for the hoist and mount speed of one-way superimposed sheet, has improved the efficiency of construction, reduces work load.
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
Drawings
FIG. 1 is a first schematic view of a one-way laminated slab.
FIG. 2 is a second schematic view of a structure of the unidirectional laminate.
Fig. 3 is a schematic structural view of the beam formwork and the wood formwork.
Fig. 4 is a schematic view showing the structure of the formwork structure (removing short ribs).
Fig. 5 is a schematic structural diagram of a formwork structure.
Fig. 6 is a schematic structural diagram three of the formwork structure.
Detailed Description
In order to make the aforementioned and other features and advantages of the present invention comprehensible, embodiments accompanied with figures are described in detail below.
As shown in fig. 1-6, the unidirectional laminated slab with no ribs on the tongue-and-groove at the end comprises a laminated slab body 1, a plurality of grooves 2 are arranged at the joint end of the laminated slab body, beard ribs 3 are arranged in the grooves, and the outer end parts of the beard ribs do not exceed the joint end face of the laminated slab body.
In the embodiment of the present invention, the upper surface of the composite slab body is provided with a plurality of truss ribs 4.
The embodiment of the utility model provides an in, the width direction equipartition of superimposed sheet body is followed to a plurality of recess, and the length direction of superimposed sheet body is all followed to the beard muscle extends.
In the embodiment of the utility model, the outer tip of the beard rib is flush with the connection end face of the laminated slab body.
A formwork structure adopting a one-way composite slab with ribs not protruding from grooves and tongues at the end part comprises a beam formwork 5 and wood formworks 6 symmetrically positioned on two sides of the beam formwork, wherein the wood formworks are respectively provided with a one-way composite slab 7, each one-way composite slab comprises a composite slab body, the connecting end of each composite slab body is provided with a plurality of grooves, the grooves are internally provided with a beard rib, the outer end part of each beard rib does not exceed the connecting end surface of each composite slab body, the corresponding beard ribs of the adjacent connecting ends of the two one-way composite slabs are connected through binding of short ribs 8, the quick connection of the one-way composite slab and a cast-in-place beam is realized, no matter the beam reinforcing steel bar is installed firstly or the composite slab is installed firstly, and no overhanging 'beard rib' exists, so that the binding.
In another embodiment of the present invention, the upper surface of the composite slab body is provided with a plurality of truss ribs; the grooves are uniformly distributed along the width direction of the laminated slab body, and the beard ribs extend along the length direction of the laminated slab body; the outer end parts of the beard ribs are all flush with the joint end surface of the laminated slab body.
In another embodiment of the present invention, a foam rubber strip 9 is disposed between the bottom edge of the groove of the lower surface of the unidirectional composite board and the wooden form board.
In another embodiment of the present invention, the connecting end of the unidirectional composite slab is flush with the edge of the beam forming cavity of the beam form at the same side.
In another embodiment of the utility model, the beam template comprises a vertical support frame 10, a keel 11 is arranged on the top of the vertical support frame, a wooden brick 12 is arranged on the top of the keel, and a beam forming cavity 14 with a pair of tie bars 13 is arranged on the top of the wooden brick; the bottom of each wood formwork is provided with a keel, and the connecting end of each wood formwork is flush with the edge of the beam forming cavity of the beam formwork on the same side.
A construction method of a formwork structure adopting unidirectional superimposed sheets with no ribs on grooves and tongues at the end parts is carried out according to the following steps: (1) on the basis of a traditional unidirectional laminated plate, a groove is formed in the concrete plate end in the extending direction of a beard rib, the beard rib exists in the groove, the concrete plate on the protruding portion of the groove just reaches the edge of a beam, and the length of the extending beard rib also just reaches the edge of the beam; (2) arranging a vertical support frame of a beam template, then installing a keel on the vertical support frame, arranging two rectangular wood bricks on a template at the bottom of a beam forming cavity to ensure that the load is uniformly transmitted on the keel at the bottom of the beam, then arranging tie bars on side templates at two sides of the beam forming cavity to be oppositely pulled through the rectangular wood bricks, resisting the lateral pressure of the template during concrete pouring, preventing the deformation of the beam during concrete pouring, and finally placing a foam adhesive tape at a position 0.2m away from the edge of the beam forming cavity; (3) according to the traditional construction method, beam longitudinal reinforcements 15 and beam stirrups 16 are arranged in a beam forming cavity; (4) the prefabricated one-way composite slab is transported to the site, after the wood formwork is supported, the one-way composite slab is horizontally placed by using a crane, the bottom edge of a groove on the lower surface of the one-way composite slab is placed on a foam adhesive tape to prevent slurry leakage during pouring, quick installation is realized, and then the arrangement is adjusted; (5) after the adjustment of the one-way laminated slab is finished, arranging additional short rib lap joints on the beard ribs in the grooves, binding and fixing the beard ribs by using iron wires, and after the installation is finished, performing integral pouring by using concrete to form an integral structure.
The present invention is not limited to the above preferred embodiments, and any one can obtain the one-way superimposed sheet and the formwork structure without ribs in the end tongue-and-groove of other various forms. All the equivalent changes and modifications made according to the claims of the present invention shall fall within the scope of the present invention.

Claims (9)

1. The one-way superimposed sheet with the grooves and the ribs on the end parts without ribs is characterized in that: the combined plywood comprises a laminated plywood body, wherein a plurality of grooves are formed in the connecting end of the laminated plywood body, beard ribs are arranged in the grooves, and the outer end portions of the beard ribs do not exceed the connecting end face of the laminated plywood body.
2. The unidirectional laminated slab with the grooves and the ribs on the end parts not provided with the ribs as claimed in claim 1, is characterized in that: the upper surface of superimposed sheet body is provided with a plurality of truss muscle.
3. The unidirectional laminated slab with the grooves and the ribs on the end parts not provided with the ribs as claimed in claim 1, is characterized in that: a plurality of recess is along the width direction equipartition of superimposed sheet body, and the length direction that superimposed sheet body was all followed to the hu zi muscle extends.
4. The unidirectional laminated slab with the grooves and the ribs on the end parts not provided with the ribs as claimed in claim 1, is characterized in that: the outer end parts of the beard ribs are all flush with the joint end surface of the laminated slab body.
5. The utility model provides an adopt one-way superimposed sheet of tip tongue-and-groove no play muscle to prop up mode structure, includes beam template and the symmetrical wooden template that is located beam template both sides, its characterized in that: the wooden template is provided with one-way laminated slabs, each one-way laminated slab comprises a laminated slab body, the connecting ends of the laminated slab bodies are provided with a plurality of grooves, the beard ribs are arranged in the grooves, the outer end portions of the beard ribs do not exceed the connecting end faces of the laminated slab bodies, and the corresponding beard ribs of the adjacent connecting ends of the two one-way laminated slabs are connected through binding of short ribs.
6. The formwork structure of the unidirectional composite slab with the grooves and the ribs on the end parts without ribs according to claim 5, is characterized in that: the upper surface of the laminated slab body is provided with a plurality of truss ribs; the grooves are uniformly distributed along the width direction of the laminated slab body, and the beard ribs extend along the length direction of the laminated slab body; the outer end parts of the beard ribs are all flush with the joint end surface of the laminated slab body.
7. The formwork structure of the unidirectional composite slab with the grooves and the ribs on the end parts without ribs according to claim 5, is characterized in that: foam adhesive tapes are arranged between the edge of the bottom of the groove on the lower surface of the one-way composite slab and the wood template and on the side close to the beam.
8. The formwork structure of the unidirectional composite slab with the grooves and the ribs on the end parts without ribs according to claim 5, is characterized in that: the joint ends of the unidirectional laminated slabs are flush with the edges of the beam forming cavities of the beam templates on the same side.
9. The formwork structure of the unidirectional composite slab with the grooves and the ribs on the end parts without ribs according to claim 5, is characterized in that: the beam template comprises a vertical support frame, a keel is arranged at the top of the vertical support frame, a wooden brick is arranged at the top of the keel, and a beam forming cavity with a tie bar is arranged at the top of the wooden brick; the bottom of each wood formwork is provided with a keel, and the connecting end of each wood formwork is flush with the edge of the beam forming cavity of the beam formwork on the same side.
CN201921627703.1U 2019-09-27 2019-09-27 One-way superimposed sheet and formwork structure with no rib at groove and tongue of end part Active CN211037486U (en)

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CN201921627703.1U CN211037486U (en) 2019-09-27 2019-09-27 One-way superimposed sheet and formwork structure with no rib at groove and tongue of end part

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201921627703.1U CN211037486U (en) 2019-09-27 2019-09-27 One-way superimposed sheet and formwork structure with no rib at groove and tongue of end part

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110512785A (en) * 2019-09-27 2019-11-29 福建工程学院 A kind of end tongue and groove does not go out the unidirectional superimposed sheet of muscle and formwork erecting structure and construction method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110512785A (en) * 2019-09-27 2019-11-29 福建工程学院 A kind of end tongue and groove does not go out the unidirectional superimposed sheet of muscle and formwork erecting structure and construction method

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