CN209760457U - steel bar formwork integrated wall and connecting beam splicing connection structure - Google Patents
steel bar formwork integrated wall and connecting beam splicing connection structure Download PDFInfo
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- CN209760457U CN209760457U CN201920296549.8U CN201920296549U CN209760457U CN 209760457 U CN209760457 U CN 209760457U CN 201920296549 U CN201920296549 U CN 201920296549U CN 209760457 U CN209760457 U CN 209760457U
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Abstract
The utility model discloses a steel bar formwork integration wall body and even roof beam concatenation joint construction, the utility model discloses reinforced concrete integration is roof beam structure even includes prefabricated part and back installation part, reinforced concrete integration is even roof beam prefabricated part and is included that split connector, integration are even roof beam prefabricated part stirrup, integration are even roof beam base bar, integration are even roof beam waist muscle, integration are even roof beam member prefabricated part template. The reinforced concrete integrated coupling beam rear mounting part comprises an integrated coupling beam rear mounting part stirrup, an integrated coupling beam member rear mounting part template, an integrated coupling beam rear mounting part connecting piece preformed hole and an integrated coupling beam rear mounting part connecting piece. The horizontal movement of the prefabricated part effectively solves the problem of connection between the reinforced concrete integrated wall body component and the coupling beam component.
Description
Technical Field
The utility model relates to a wall body specifically is a steel bar formwork integration wall body and even roof beam concatenation joint construction with even roof beam concatenation joint construction, belongs to civil engineering construction application technical field.
Background
in the process of assembling the reinforced formwork integrated wall member and the coupling beam member, the connection structure and the installation method between the two members are the key problems of the reinforced formwork integrated member in the design and construction processes.
In a conventional industrial reinforced concrete residential system, most of connecting beam components need to be provided with templates and bound with reinforcing steel bars on a construction site. The scheme has a series of problems of low prefabrication rate, long construction time and the like. The connecting beam cannot be prefabricated, and the traditional connecting beam component and the adjacent wall component are not firmly connected, so that the splicing connection structure and the installation method of the reinforcement formwork integrated wall and the connecting beam are provided for solving the problems.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a steel bar formwork integration wall body and even roof beam concatenation connection structure just for solving above-mentioned problem, provide a solution for integration wall body component and even being connected between the roof beam component.
the utility model realizes the purpose through the following technical proposal that the splicing connection structure of the reinforced template integrated wall and the connecting beam comprises a reinforced template integrated wall component A, a reinforced template integrated connecting beam component and a reinforced template integrated wall component B;
The wall body component A with the integrated steel bar template and the wall body component B with the integrated steel bar template comprise split connectors, integrated wall body templates, wall body component longitudinal ribs, wall body component horizontal ribs, wall body component stirrups and integrated wall body beam lower end plates, the wall body component horizontal ribs are arranged on the outer sides of the wall body component longitudinal ribs, and the wall body component stirrups are arranged at one ends of the wall body component horizontal ribs; the integrated wall formworks are installed on the outer sides of the horizontal ribs of the wall body component and are connected through a split connecting piece;
the integrated coupling beam component comprises a reinforcing steel bar template integrated coupling beam prefabricated part, a reinforcing steel bar template integrated coupling beam rear mounting part, a split connecting piece, an integrated coupling beam prefabricated part stirrup, an integrated coupling beam rear mounting part template, an integrated coupling beam bottom rib, an integrated coupling beam rear mounting part connecting piece preformed hole, an integrated coupling beam waist rib, an integrated coupling beam component prefabricated part template and an integrated coupling beam rear mounting part connecting piece, wherein the integrated coupling beam prefabricated part stirrup is arranged between the integrated coupling beam rear mounting part stirrups in parallel, and the integrated coupling beam waist rib is arranged in the direction perpendicular to the integrated coupling beam prefabricated part stirrup; one end of the integrated connecting beam prefabricated part stirrup and one end of the integrated connecting beam rear mounting part stirrup are provided with an integrated connecting beam bottom rib; an integrated connecting beam component prefabricated part template is arranged on the outer side of the integrated connecting beam prefabricated part stirrup and the outer side of the integrated connecting beam rear mounting part stirrup, and an integrated connecting beam component rear mounting part template is arranged at one end of the integrated connecting beam component prefabricated part template; one side of the stirrup of the prefabricated part of the integrated connecting beam is connected through a counter-pull connecting piece; the integrated coupling beam rear mounting part hoop is a reinforced template integrated coupling beam prefabricated part, and the integrated coupling beam prefabricated part hoop is a reinforced template integrated coupling beam rear mounting part; the integrated connecting beam component of the steel bar template is provided with a reserved hole of a connecting piece of the rear mounting part of the integrated connecting beam; the integrated connecting beam member rear mounting part templates are connected through an integrated connecting beam rear mounting part connecting piece.
Preferably, the length of the prefabricated part of the integrated reinforced bar formwork connecting beam component is equal to the length obtained by subtracting the length of the rear mounting part of the integrated reinforced bar formwork connecting beam component from the design length of the connecting beam.
preferably, the rear mounting part template of the integrated reinforced bar template connecting beam component adopts a single U-shaped design, and the rear mounting part of the integrated reinforced bar template connecting beam component and the prefabricated part of the integrated reinforced bar template connecting beam component are fixed on a mounting surface by adopting a supporting component after being mounted in place.
A method for installing a splicing connection structure of a reinforced form integrated wall and a coupling beam comprises the following steps:
Step A, positioning a steel bar formwork integrated wall body component A on a working surface;
B, hoisting the integrated reinforced bar template connecting beam prefabricated part to a specified position by adopting vertical transportation tools such as a tower crane or a truck crane; the integrated connecting beam prefabricating part of the steel bar template comprises a counter-pull connecting piece, an integrated connecting beam component prefabricating part template, an integrated connecting beam prefabricating part stirrup, an integrated connecting beam bottom reinforcement and an integrated connecting beam waist reinforcement;
step C, applying horizontal outward force to move the integrated connecting beam prefabricated part of the steel bar formwork to a specified position, wherein in the actual installation process, the horizontal outward force can be provided by a vertical transportation tool or a sliding device at the lower part of the supporting member;
d, supporting the integrated connecting beam prefabricated part of the steel bar formwork by using a supporting member to enable the integrated connecting beam prefabricated part to be stable;
E, hoisting the steel bar formwork integrated wall component B, and after the steel bar formwork integrated wall component B is in place, enabling the distance between the steel bar formwork integrated wall component A and the steel bar formwork integrated wall component B along the wall direction to be equal to the length of the steel bar formwork integrated connecting beam component;
Step F, applying horizontal outward force to move the integrated connecting beam prefabricated part of the steel bar formwork to a specified position, wherein in the actual installation process, the horizontal outward force can be provided by a vertical transportation tool or a sliding device at the lower part of the supporting member;
Step G, supporting the integrated connecting beam prefabricated part of the steel bar formwork by using a supporting member to enable the integrated connecting beam prefabricated part to be stable;
Step H, installing partial templates after the integrated coupling beam member is installed, and installing a supporting member; the rear mounting part template of the integrated coupling beam component is tightly attached to the prefabricated part template of the integrated coupling beam component;
step I, installing the integrated coupling beam rear installation part hoop, and connecting and fixing the integrated coupling beam rear installation part hoop to the integrated coupling beam bottom rib and the integrated coupling beam waist rib;
Step J, penetrating the connecting piece of the rear mounting part of the integrated connecting beam into a preformed hole of the connecting piece of the rear mounting part of the integrated connecting beam; fixing the integrated connecting beam rear mounting part connecting piece on the integrated connecting beam member rear mounting part template by adopting a bolt;
and K, pouring concrete to realize the connection of the steel bar formwork integrated wall body component A, the steel bar formwork integrated connecting beam component and the steel bar formwork integrated wall body component B.
The utility model has the advantages that: the utility model discloses a steel bar formwork integration wall body component and even roof beam component concatenation connection structure and installation method through the form that adopts overlap joint, has effectively solved even roof beam component and adjacent wall body component's connection problem, provides a solution for even roof beam component industrial production, has high social and economic benefits.
drawings
fig. 1 is a schematic structural plan view of a preferred embodiment of the reinforced form integrated wall member a of the present invention;
Fig. 2 is a schematic structural plan view of a preferred embodiment of the integrated coupling beam member using the steel bar formwork of the present invention;
Fig. 3 is a schematic structural plan view of a preferred embodiment of the integrated wall member B using a form of steel reinforcement of the present invention;
3 FIG. 3 4 3 is 3 a 3 schematic 3 sectional 3 view 3 taken 3 along 3 line 3 A 3- 3 A 3 of 3 FIG. 3 1 3; 3
3 FIG. 3 5 3 is 3 a 3 schematic 3 sectional 3 view 3 taken 3 along 3 line 3 A 3- 3 A 3 of 3 FIG. 3 2 3; 3
3 FIG. 3 6 3 is 3 a 3 schematic 3 sectional 3 view 3 taken 3 along 3 line 3 A 3- 3 A 3 in 3 FIG. 3 3 3; 3
FIG. 7 is a schematic sectional view taken along line B-B of FIG. 1;
FIG. 8 is a non-installed view of the splice connection of the steel bar formwork integrated wall member A, the steel bar formwork integrated wall member B and the coupling beam member;
Fig. 9 is one of the splicing connection installation diagrams of the steel bar formwork integrated wall member a, the steel bar formwork integrated wall member B and the coupling beam member;
Fig. 10 is a second mounting diagram for splicing and connecting the reinforced form integrated wall member a, the reinforced form integrated wall member B and the coupling beam member;
Fig. 11 is a third installation diagram of the splice connection of the steel bar formwork integrated wall member a, the steel bar formwork integrated wall member B and the coupling beam member;
Fig. 12 is a fourth drawing showing the splice connection of the reinforcing-bar-formwork integrated wall member a, the reinforcing-bar-formwork integrated wall member B and the coupling member;
fig. 13 is a fifth installation diagram of the splice connection of the reinforced form integrated wall member a, the reinforced form integrated wall member B and the coupling beam member.
in the figure: 1. the wall body comprises a steel bar template integrated wall body component A, a steel bar template integrated connecting beam component 2.1, a steel bar template integrated connecting beam prefabricated part, a steel bar template integrated connecting beam rear installation part 2.2, a steel bar template integrated wall body component B, a counter-pull connecting piece 5, an integrated wall body template, a wall body component longitudinal rib 6, a wall body component horizontal rib 7, a wall body component horizontal rib 8, a wall body component stirrup 9, the integrated wall beam comprises an integrated connecting beam prefabricated part stirrup 10, an integrated connecting beam rear mounting part stirrup 11, an integrated connecting beam component rear mounting part template 12, an integrated connecting beam bottom rib 13, an integrated connecting beam rear mounting part connecting piece preformed hole 14, an integrated connecting beam waist rib 15, a supporting member 16, an integrated wall beam lower end plate 17, an integrated connecting beam component prefabricated part template 18 and an integrated connecting beam rear mounting part connecting piece.
Detailed Description
the technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-13, a splicing and connecting structure of a steel bar formwork integrated wall and a coupling beam comprises a steel bar formwork integrated wall member a1, a steel bar formwork integrated coupling beam member 2 and a steel bar formwork integrated wall member B3;
The steel bar formwork integrated wall body component A1 and the steel bar formwork integrated wall body component B3 respectively comprise a split connecting piece 4, an integrated wall body formwork 5, a wall body component longitudinal rib 6, a wall body component horizontal rib 7, a wall body component stirrup 8 and an integrated wall body beam lower end plate 16, wherein the wall body component horizontal rib 7 is arranged on the outer side of the wall body component longitudinal rib 6, and the wall body component stirrup 8 is arranged at one end of the wall body component horizontal rib 7; the outer sides of the horizontal ribs 7 of the wall body component are provided with integrated wall body formworks 5, and the integrated wall body formworks 5 are connected through split connecting pieces 4;
The steel bar template integrated coupling beam component 2 comprises a steel bar template integrated coupling beam prefabricated part 2.1, a steel bar template integrated coupling beam rear mounting part 2.2, a counter-pull connecting piece 4, an integrated coupling beam prefabricated part stirrup 9, an integrated coupling beam rear mounting part stirrup 10, an integrated coupling beam component rear mounting part template 11, an integrated coupling beam bottom stirrup 12, an integrated coupling beam rear mounting part connecting piece preformed hole 13, an integrated coupling beam waist stirrup 14, an integrated coupling beam component prefabricated part template 17 and an integrated coupling beam rear mounting part connecting piece 18, integrated coupling beam prefabricated part stirrups 9 are arranged in parallel between the integrated coupling beam rear mounting part stirrups 10, and an integrated coupling beam waist stirrup 14 is arranged in the direction perpendicular to the integrated coupling beam prefabricated part stirrups 9; one end of the integrated connecting beam prefabricated part stirrup 9 and one end of the integrated connecting beam rear mounting part stirrup 10 are provided with an integrated connecting beam bottom rib 12; an integrated connecting beam component prefabricated part template 17 is arranged on the outer sides of the integrated connecting beam prefabricated part stirrup 9 and the integrated connecting beam rear mounting part stirrup 10, and an integrated connecting beam component rear mounting part template 11 is arranged at one end of the integrated connecting beam component prefabricated part template 17; one side of the integrated connecting beam prefabricated part stirrup 9 is connected through the counter-pull connecting piece 4; the integrated coupling beam rear mounting part stirrup 10 is a reinforced template integrated coupling beam prefabricated part 2.1, and the integrated coupling beam prefabricated part stirrup 9 is a reinforced template integrated coupling beam rear mounting part 2.2; the reinforcing steel bar formwork integrated connecting beam component 2 is provided with an integrated connecting beam rear mounting part connecting piece preformed hole 13; the integrated connecting beam member rear mounting part formworks 11 are connected through an integrated connecting beam rear mounting part connecting piece 18.
The length of the prefabricated part 2.1 of the integrated reinforced bar template connecting beam component is equal to the length obtained by subtracting the length of the rear mounting part of the integrated reinforced bar template connecting beam component 2 from the design length of the connecting beam.
the rear mounting part 2.2 of the reinforcing steel bar template integrated coupling beam component adopts a single U-shaped design, and the rear mounting part 2.2 of the reinforcing steel bar template integrated coupling beam component and the prefabricated part 2.1 of the reinforcing steel bar template integrated coupling beam component are fixed on a mounting surface by adopting a supporting component 15 after being mounted in place.
a method for installing a splicing connection structure of a reinforced form integrated wall and a coupling beam comprises the following steps:
step A, positioning a steel bar formwork integrated wall body component A1 on a working surface;
b, hoisting the reinforcement template integrated connecting beam prefabricated part 2.1 to a specified position by adopting vertical transportation tools such as a tower crane or a truck crane; the integrated connecting beam prefabrication part 2.1 of the steel bar template comprises a counter-pull connecting piece 4, an integrated connecting beam component prefabrication part template 17, an integrated connecting beam prefabrication part stirrup 9, an integrated connecting beam bottom reinforcement 12 and an integrated connecting beam waist reinforcement 14;
Step C, applying horizontal outward force to move the integrated connecting beam prefabricated part 2.1 of the steel bar formwork to a specified position, wherein in the actual installation process, the horizontal outward force can be provided by a vertical transportation tool or a sliding device at the lower part of the supporting member 15;
d, supporting the integrated connecting beam prefabricated part 2.1 of the steel bar formwork by using a supporting member 15 to enable the integrated connecting beam prefabricated part to be stable;
Step E, as shown in FIG. 10, the steel bar formwork integrated wall member B3 is hoisted, and after the steel bar formwork integrated wall member A1 and the steel bar formwork integrated wall member B3 are in place, the distance along the wall direction is equal to the length of the steel bar formwork integrated coupling beam member 2;
Step F, applying horizontal outward force to move the reinforcement template integrated coupling beam prefabricated part 2.1 to a specified position, wherein in the actual installation process, the horizontal outward force can be provided by a vertical transportation tool or a sliding device at the lower part of the supporting member 15;
G, supporting the integrated connecting beam prefabricated part 2.1 of the steel bar formwork by using a supporting member 15 to enable the integrated connecting beam prefabricated part to be stable;
step H, installing the integrated coupling beam member and then installing a partial template 11, and installing a supporting member 15 as shown in figure 12; the integrated coupling beam component rear mounting part template 11 is tightly attached to the integrated coupling beam component prefabricated part template 17;
step I, installing the integrated coupling beam rear installation part hoop 10, and connecting and fixing the integrated coupling beam rear installation part hoop 10 to the integrated coupling beam bottom rib 12 and the integrated coupling beam waist rib 14;
step J, penetrating the integrated connecting beam rear mounting part connecting piece 18 into the integrated connecting beam rear mounting part connecting piece preformed hole 13; fixing the integrated connecting beam rear mounting part connecting piece 18 on the integrated connecting beam member rear mounting part template 11 by adopting bolts;
K, pouring concrete to realize the connection of the steel bar formwork integrated wall body component A1, the steel bar formwork integrated connecting beam component 2 and the steel bar formwork integrated wall body component B3;
The steel bar formwork integrated wall member A1 and the steel bar formwork integrated wall member B3 are provided with integrated wall beam lower end plates 16. After the steel bar formwork integrated wall member A1, the steel bar formwork integrated coupling beam member 2 and the steel bar formwork integrated wall member B3 are assembled, the integrated wall beam lower end plate 16, the integrated coupling beam member rear mounting part formwork 11 and the integrated coupling beam member prefabricated part formwork 17 jointly form a bottom formwork of the door opening structure.
In the height range of the steel bar formwork integrated coupling beam component 2, the horizontal rib 7 of the wall component is in lap joint with the integrated coupling beam bottom rib 12 and the integrated coupling beam waist rib 14. The overlapping length meets the requirements of relevant specifications.
In the actual design, proper distances are reserved between the integrated coupling beam bottom rib 12 and the integrated coupling beam waist rib 14, the counter-pull connecting piece 4, the wall body component longitudinal rib 6, the wall body component horizontal rib 7 and the wall body component stirrup 8.
the utility model has the advantages that:
In a conventional industrial reinforced concrete residential system, most of connecting beam components need to be provided with templates and bound with reinforcing steel bars on a construction site. The scheme has a series of problems of low prefabrication rate, long construction time and the like.
a splicing connection structure and a mounting method for a wall body member and a coupling beam member integrated with a reinforced template effectively solve the connection problem of the coupling beam member and an adjacent wall body member by adopting a lap joint mode, provide a solution for industrial production of the coupling beam member, and have extremely high social benefit and economic benefit.
It is obvious to a person skilled in the art that the invention is not restricted to details of the above-described exemplary embodiments, but that it can be implemented in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (3)
1. the utility model provides a steel bar formwork integration wall body and even roof beam concatenation joint construction which characterized in that: the wall structure comprises a steel bar formwork integrated wall component A (1), a steel bar formwork integrated connecting beam component (2) and a steel bar formwork integrated wall component B (3);
the wall body component A (1) with the integrated steel bar template and the wall body component B (3) with the integrated steel bar template comprise split connectors (4), integrated wall body templates (5), wall body component longitudinal ribs (6), wall body component horizontal ribs (7), wall body component stirrups (8) and integrated wall body beam lower end plates (16), the wall body component horizontal ribs (7) are arranged on the outer sides of the wall body component longitudinal ribs (6), and the wall body component stirrups (8) are arranged at one ends of the wall body component horizontal ribs (7); the outer side of the horizontal rib (7) of the wall body component is provided with an integrated wall body template (5), and the integrated wall body templates (5) are connected through a split connecting piece (4);
The reinforcing steel bar template integrated coupling beam component (2) comprises a reinforcing steel bar template integrated coupling beam prefabricated part (2.1), a reinforcing steel bar template integrated coupling beam rear mounting part (2.2), a counter-pull connecting piece (4), an integrated coupling beam prefabricated part stirrup (9), an integrated coupling beam rear mounting part stirrup (10), an integrated coupling beam component rear mounting part template (11), an integrated coupling beam bottom rib (12), an integrated coupling beam rear mounting part connecting piece preformed hole (13), an integrated coupling beam waist rib (14), an integrated coupling beam component prefabricated part template (17) and an integrated coupling beam rear mounting part connecting piece (18), integrated coupling beam prefabricated part stirrups (9) are arranged in parallel between the integrated coupling beam rear mounting part stirrups (10), and the integrated coupling beam waist rib (14) is arranged in the direction vertical to the integrated coupling beam prefabricated part stirrup (9); one end of the integrated connecting beam prefabricated part stirrup (9) and one end of the integrated connecting beam rear mounting part stirrup (10) are provided with an integrated connecting beam bottom rib (12); an integrated connecting beam component prefabricated part template (17) is arranged on the outer side of the integrated connecting beam prefabricated part stirrup (9) and the integrated connecting beam rear mounting part stirrup (10), and an integrated connecting beam component rear mounting part template (11) is arranged at one end of the integrated connecting beam component prefabricated part template (17); one side of the stirrup (9) of the prefabricated part of the integrated connecting beam is connected through a split connecting piece (4); the integrated coupling beam rear mounting part stirrup (10) is a reinforced template integrated coupling beam prefabricated part (2.1), and the integrated coupling beam prefabricated part stirrup (9) is a reinforced template integrated coupling beam rear mounting part (2.2); the reinforcing steel bar formwork integrated beam connecting component (2) is provided with an integrated beam connecting rear mounting part connecting piece preformed hole (13); the integrated connecting beam member rear mounting part templates (11) are connected through an integrated connecting beam rear mounting part connecting piece (18).
2. The splicing and connecting structure for the integrated wall body and the coupling beam of the reinforced form as claimed in claim 1, wherein: the length of the prefabricated part (2.1) of the integrated reinforced bar template connecting beam component is equal to the length obtained by subtracting the length of the rear mounting part of the integrated reinforced bar template connecting beam component (2) from the design length of the connecting beam.
3. the splicing and connecting structure for the integrated wall body and the coupling beam of the reinforced form as claimed in claim 1, wherein: the rear mounting part template (2.2) of the reinforcing steel bar template integrated coupling beam component adopts a single U-shaped design, and after the rear mounting part (2.2) of the reinforcing steel bar template integrated coupling beam component and the prefabricated part (2.1) of the reinforcing steel bar template integrated coupling beam component are mounted in place, the reinforcing steel bar template integrated coupling beam component is fixed on a mounting surface by a supporting component (15).
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| CN201920296549.8U CN209760457U (en) | 2019-03-09 | 2019-03-09 | steel bar formwork integrated wall and connecting beam splicing connection structure |
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| CN201920296549.8U CN209760457U (en) | 2019-03-09 | 2019-03-09 | steel bar formwork integrated wall and connecting beam splicing connection structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056091A (en) * | 2019-03-09 | 2019-07-26 | 中铁建设集团有限公司 | A kind of steel bar template integrated wall and coupling beam splicing connecting structure and installation method |
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2019
- 2019-03-09 CN CN201920296549.8U patent/CN209760457U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110056091A (en) * | 2019-03-09 | 2019-07-26 | 中铁建设集团有限公司 | A kind of steel bar template integrated wall and coupling beam splicing connecting structure and installation method |
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