阅读说明：本技术 施工构件结构、施工构件组件及其施工方法 (Construction member structure, construction member assembly and construction method thereof ) 是由 李荐 王玉果 贾俊峰 孙亚刚 李斌 张志新 皇甫海军 任张迪 于 2021-08-30 设计创作，主要内容包括：本发明提供一种施工构件结构、施工构件组件及其施工方法,涉及建筑施工技术领域。该施工构件结构包括第一抗拉件和第二抗拉件,第一抗拉件和第二抗拉件均为柔性的条形结构；第一抗拉件包括沿其长度方向分布的多个第一半环,第二抗拉件包括沿其长度方向分布的多个第二半环,第一半环和第二半环的开口朝向相反；第一半环和第二半环分别固定在相邻的两个施工构件内,且第一半环在第二半环所在平面内的投影能够与第二半环连接形成封闭的环形结构。本发明的施工构件结构缓解了现有技术中的相邻两施工构件连接处的抗拉抗剪强度不足,且相邻两施工构件之间的钢筋连接方式较为繁杂,施工效率较低的技术问题。(The invention provides a construction member structure, a construction member assembly and a construction method thereof, and relates to the technical field of building construction. The construction member structure comprises a first tensile piece and a second tensile piece, wherein the first tensile piece and the second tensile piece are both flexible strip-shaped structures; the first tensile member comprises a plurality of first semi-rings distributed along the length direction of the first tensile member, the second tensile member comprises a plurality of second semi-rings distributed along the length direction of the second tensile member, and the openings of the first semi-rings and the second semi-rings face opposite directions; the first half ring and the second half ring are respectively fixed in two adjacent construction components, and the projection of the first half ring in the plane where the second half ring is located can be connected with the second half ring to form a closed annular structure. The construction member structure of the invention alleviates the technical problems of insufficient tensile and shear strength at the joint of two adjacent construction members, complex connection mode of the reinforcing steel bars between the two adjacent construction members and low construction efficiency in the prior art.)

1. The construction member structure is characterized by comprising a first tensile piece (1) and a second tensile piece (2), wherein the first tensile piece (1) and the second tensile piece (2) are both flexible strip-shaped structures;

the first tensile member (1) comprises a plurality of first half rings (10) distributed along the length direction of the first tensile member, the second tensile member (2) comprises a plurality of second half rings (20) distributed along the length direction of the second tensile member, and the openings of the first half rings (10) and the second half rings (20) face opposite directions;

the first half ring (10) and the second half ring (20) are respectively fixed in two adjacent construction members (3), and the projection of the first half ring (10) in the plane of the second half ring (20) can be connected with the second half ring (20) to form a closed annular structure.

2. The construction element structure according to claim 1, wherein said first tensile member (1) further comprises a plurality of third half rings (11) distributed along the length direction thereof, the openings of said third half rings (11) and said first half rings (10) are oppositely directed, and said plurality of third half rings (11) and said plurality of first half rings (10) are alternately arranged;

the third half ring (11) and the first half ring (10) are respectively fixed in two adjacent construction members (3).

3. Construction element structure according to claim 2, wherein said second tensile member (2) further comprises a plurality of fourth half-rings (21) distributed along its length direction, said fourth half-rings (21) and said second half-rings (20) having their openings facing in opposite directions, and said plurality of fourth half-rings (21) and said plurality of second half-rings (20) being staggered;

the fourth half ring (21) and the second half ring (20) are respectively fixed in two adjacent construction members (3), and the projection of the third half ring (11) in the plane of the fourth half ring (21) can be connected with the fourth half ring (21) to form a closed annular structure.

4. Construction element structure according to claim 3, wherein said first tensile member (1) and said second tensile member (2) are each a strip-shaped structure with a continuous S-shaped bend.

5. Construction element structure according to claim 4, wherein said first (1) and second (2) tensile members are spaced apart along the axial direction of said first half-ring (10).

6. The construction element structure according to claim 5, wherein said first tensile members (1) are plural, along the axial direction of said first half ring (10), said plural first tensile members (1) are spaced apart and the projections of said plural first tensile members (1) coincide; and/or the presence of a gas in the gas,

the second tensile pieces (2) are distributed at intervals along the axial direction of the second half ring (20), and the projections of the second tensile pieces (2) are overlapped.

7. Construction element structure according to any of claims 1-5, wherein a reinforcement is provided between the first half ring (10) and the second half ring (20) extending in the axial direction of the first half ring (10).

8. A construction element assembly, characterised by comprising a flexible connector bar (4), the connector bar (4) being helical and the connector bar (4) extending helically in its axial direction;

the connecting rib (4) comprises a first side and a second side which extend along the axial direction of the connecting rib, and the first side and the second side of the connecting rib (4) are opposite in position and are respectively fixed in the two adjacent construction components (3).

9. A construction element assembly according to claim 8, wherein the spiral formed by the connector bar (4) is provided on its inside with a reinforcement bar extending in its axial direction.

10. Construction element assembly according to claim 8 or 9, further comprising a support bar (5) extending in the axial direction of the connection bar (4), the support bar (5) being fixed in a construction element (3) of two adjacent construction elements (3) near the first side;

the first side of the connecting rib (4) is wound on the supporting rib (5).

11. A construction component assembly construction method for constructing the construction component assembly of any one of claims 8 to 10, comprising:

building a support framework of one construction component (3) of two adjacent construction components (3), and fixing the first side of the connecting rib (4) on the support framework;

arranging a supporting template around the construction member (3) close to the first side of the connecting rib (4) to enable the second side of the connecting rib (4) to be exposed outside the supporting template, and pouring concrete into the supporting template;

building a support framework of another construction component (3) in the two adjacent construction components (3), and fixing the second side of the connecting rib (4) on the support framework;

and arranging a supporting template around the connecting rib (4) exposed out of the concrete and the construction member (3) close to the second side of the connecting rib (4), and pouring the concrete into the supporting template.

12. The construction element assembly construction method according to claim 11, wherein in the step of building a supporting framework of one (3) of two adjacent construction elements (3) and fixing the first side of the connecting rib (4) to the supporting framework:

the supporting framework is provided with the supporting ribs (5), and the connecting ribs (4) are spirally wound on the supporting ribs (5) along the length direction of the supporting ribs (5) so as to fix the first sides of the connecting ribs (4) on the supporting ribs (5).

Technical Field

The invention relates to the technical field of building construction, in particular to a construction member structure, a construction member assembly and a construction method thereof.

Background

When constructing a reinforced concrete structure such as a bridge deck, a house wall panel, or the like, the reinforced concrete structure is generally divided into a plurality of construction members and constructed section by section.

Specifically, when two adjacent construction members are constructed, a part which can extend out of the construction members needs to be reserved for the reinforcing steel bars in the construction members before the concrete of one construction member is poured, and the part of the reinforcing steel bars is used for being connected with the reinforcing steel bars of the next construction member. After the concrete of the previous construction member is poured, the steel bars of the next construction member are overlapped with the overhanging steel bars of the previous construction member in a welding, binding and other modes, and then the concrete of the next construction member is poured on one side of the concrete of the previous construction member. And after the concrete of the next construction member is solidified and formed, the concrete can be fixedly connected with the concrete of the previous construction member.

The lapped reinforcing steel bar and the concrete of two adjacent construction member junctions are used for promoting the connection stability between two adjacent construction members, but the tensile shear strength of two above-mentioned construction member junctions is still not enough, can't effectively promote the connection stability between two adjacent construction members, and the bar connection mode between two adjacent construction members is comparatively complicated, and the efficiency of construction is lower.

Disclosure of Invention

The invention aims to provide a construction component structure, a construction component assembly and a construction method of the construction component assembly, which are used for solving the technical problems that the tensile and shear strength of the joint of two adjacent construction components is still insufficient, the connection stability between the two adjacent construction components cannot be effectively improved, the connection mode of reinforcing steel bars between the two adjacent construction components is complicated, and the construction efficiency is low in the prior art.

In a first aspect, the invention provides a construction member structure, which comprises a first tensile piece and a second tensile piece, wherein the first tensile piece and the second tensile piece are both flexible strip-shaped structures;

the first tensile member comprises a plurality of first semi-rings distributed along the length direction of the first tensile member, the second tensile member comprises a plurality of second semi-rings distributed along the length direction of the second tensile member, and the openings of the first semi-rings and the second semi-rings face opposite directions;

the first half ring and the second half ring are respectively fixed in two adjacent construction components, and the projection of the first half ring in the plane of the second half ring can be connected with the second half ring to form a closed annular structure.

In an optional embodiment, the first tensile member further includes a plurality of third half rings distributed along a length direction thereof, openings of the third half rings and the first half rings are oppositely oriented, and the plurality of third half rings and the plurality of first half rings are arranged in a staggered manner;

the third half ring and the first half ring are respectively fixed in two adjacent construction components.

In an optional embodiment, the second tensile member further includes a plurality of fourth half rings distributed along a length direction thereof, openings of the fourth half rings and the second half rings are opposite, and the plurality of fourth half rings and the plurality of second half rings are arranged in a staggered manner;

the fourth half ring and the second half ring are respectively fixed in two adjacent construction components, and the projection of the third half ring in the plane where the fourth half ring is located can be connected with the fourth half ring to form a closed annular structure.

In an alternative embodiment, the first tensile member and the second tensile member are each a strip-shaped structure bent in a continuous S-shape.

In an alternative embodiment, the first tensile member and the second tensile member are spaced apart along an axial direction of the first half ring.

In an optional embodiment, the first tensile member is a plurality of tensile members, and along the axial direction of the first half ring, the plurality of tensile members are distributed at intervals and the projections of the plurality of tensile members are overlapped; and/or the second tensile pieces are distributed at intervals along the axial direction of the second half ring, and the projections of the second tensile pieces are overlapped.

In an alternative embodiment, a reinforcing rib extending in an axial direction of the first half ring is provided between the first half ring and the second half ring.

In a second aspect, the present invention provides a construction element assembly comprising a flexible connector bar, said connector bar being helical and extending helically in its axial direction;

the connecting rib comprises a first side and a second side which extend along the axial direction of the connecting rib, and the first side and the second side of the connecting rib are opposite in position and are respectively fixed in two adjacent construction members.

In an alternative embodiment, the inside of the helix formed by the tie bars is provided with a reinforcing rib extending axially therealong.

In an alternative embodiment, the construction member assembly further comprises a support rib extending along the axial direction of the connecting rib, and the support rib is fixed in the construction member close to the first side of the two adjacent construction members;

the first side of the connecting rib is wound on the supporting rib.

In a third aspect, the present invention provides a construction member assembly construction method for constructing the construction member assembly of any one of the preceding embodiments, comprising:

building a support framework of one construction component of two adjacent construction components, and fixing the first side of the connecting rib on the support framework;

arranging a supporting template around the construction member close to the first side of the connecting rib, enabling the second side of the connecting rib to be exposed out of the supporting template, and pouring concrete into the supporting template;

building a support framework of the other construction member of the two adjacent construction members, and fixing the second side of the connecting rib on the support framework;

and arranging a supporting template around the connecting rib exposed out of the concrete and the construction member close to the second side of the connecting rib, and pouring concrete into the supporting template.

In an optional embodiment, in the step of building a support framework of one of two adjacent construction members and fixing the first side of the connecting rib to the support framework:

the support frame is provided with a support rib, and the connecting rib is spirally wound on the support rib along the length direction of the support rib so as to fix the first side of the connecting rib on the support rib.

The construction member structure provided by the invention comprises a first tensile piece and a second tensile piece, wherein the first tensile piece and the second tensile piece are both flexible strip-shaped structures; the first tensile member comprises a plurality of first semi-rings distributed along the length direction of the first tensile member, the second tensile member comprises a plurality of second semi-rings distributed along the length direction of the second tensile member, and the openings of the first semi-rings and the second semi-rings face opposite directions; the first half ring and the second half ring are respectively fixed in two adjacent construction components, and the projection of the first half ring in the plane where the second half ring is located can be connected with the second half ring to form a closed annular structure. The construction member is solid formed by solidifying and molding cementing materials such as concrete, slurry and the like, and the solid can be wallboards, bridge decks and the like. In order to improve the strength of the construction member, a framework built by tensile materials such as steel bars and the like can be fixed in the construction member. Because the projection of the first half ring in the plane of the second half ring can be connected with the second half ring to form a closed annular structure, the first half ring and the second half ring are correspondingly communicated in the axial direction, after the construction member structure is constructed, the cementing material in the first half ring, the cementing material in the second half ring, the flexible first half ring and the second half ring can jointly form a cylindrical body similar to the existing anchor rod (a rod-shaped structure with external threads), the first half ring and the second half ring can exert pulling force on the cementing material in the cylindrical body in opposite directions, and the first half ring and the second half ring can increase the friction force between the cylindrical body and the cementing material at other positions, so that the anchoring force between the cementing material and the first tensile piece and the anchoring force between the cementing material and the second tensile piece can be improved, and the tensile and shear strength between two adjacent construction members can be effectively improved, and the connection stability of two adjacent construction members is improved. Compared with the connection mode that the reinforcing steel bars in two adjacent construction members are lapped and fixed together in a one-to-one correspondence mode in the existing construction process, the first half ring and the second half ring do not need to be connected in a one-to-one correspondence mode, the construction process can be effectively simplified, and the construction efficiency is improved.

The construction component assembly provided by the invention comprises a flexible connecting rib, wherein the connecting rib is spiral and extends spirally along the axial direction of the connecting rib; the connecting rib comprises a first side and a second side which extend along the axial direction of the connecting rib, and the first side and the second side of the connecting rib are opposite in position and are respectively fixed in the two adjacent construction components. After the construction member structure is constructed, the spiral flexible connecting rib and the cementing material of the construction member positioned on the inner side of the spiral flexible connecting rib can jointly form an anchor rod-shaped structure, and at the moment, the connecting rib can effectively improve the anchoring force between the connecting rib and the cementing material outside the connecting rib, so that the tensile and shear strength and the connection stability between two adjacent construction members are improved. Compared with the connection mode that the reinforcing steel bars in two adjacent construction members are lapped and fixed together in a one-to-one correspondence mode in the existing construction process, the spiral connecting ribs do not need to be lapped and fixed in a one-to-one correspondence mode, the construction process can be effectively simplified, and the construction efficiency is improved.

The construction component assembly construction method provided by the invention is used for constructing the construction component assembly and comprises the following steps: building a support framework of one construction component of two adjacent construction components, and fixing the first side of the connecting rib on the support framework; arranging a supporting template around the construction member close to the first side of the connecting rib, enabling the second side of the connecting rib to be exposed out of the supporting template, and pouring concrete into the supporting template; building a support framework of the other construction member of the two adjacent construction members, and fixing the second side of the connecting rib on the support framework; and arranging a supporting template around the connecting rib exposed out of the concrete and the construction member close to the second side of the connecting rib, and pouring concrete into the supporting template. The construction component constructed by the construction component construction method provided by the invention can be connected with the cementing material between two adjacent construction components through the connecting ribs to form an anchor rod-shaped structure, so that the anchoring force between the cementing material outside the connecting ribs and the connecting ribs is effectively increased, the tensile and shear strength and the connection stability between the two adjacent construction components are improved, the construction process between the two adjacent construction components is simplified through the connecting ribs, and the construction efficiency is improved.

Drawings

In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without creative efforts.

Fig. 1 is a schematic structural diagram of a construction component structure according to a first embodiment of the present invention;

FIG. 2 is a top perspective view of the construction element structure of FIG. 1;

FIG. 3 is a front perspective view of the construction element structure of FIG. 1;

FIG. 4 is a side view of a construction element structure and one of two adjacent construction elements according to an embodiment of the present invention;

FIG. 5 is a schematic structural diagram of a construction component assembly according to a second embodiment of the present disclosure;

FIG. 6 is a top perspective view of the construction element assembly of FIG. 5;

FIG. 7 is a front perspective view of the construction element assembly of FIG. 5;

FIG. 8 is a side perspective view of a construction element assembly and one of two adjacent construction elements according to a second embodiment of the present disclosure;

FIG. 9 is another schematic structural view of a construction component assembly according to a second embodiment of the present disclosure;

FIG. 10 is a schematic view of another construction component assembly according to a second embodiment of the present disclosure;

fig. 11 is a flowchart of a construction method of a construction member assembly according to a third embodiment of the present invention.

Icon: 1-a first tensile member; 10-a first half-ring; 11-a third half-ring; 2-a second tensile member; 20-a second half ring; 21-a fourth half ring; 3-constructing the component; 4-connecting ribs; and 5-supporting ribs.

Detailed Description

In order to make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, but not all, embodiments of the present invention. The components of embodiments of the present invention generally described and illustrated in the figures herein may be arranged and designed in a wide variety of different configurations.

Thus, the following detailed description of the embodiments of the present invention, presented in the figures, is not intended to limit the scope of the invention, as claimed, but is merely representative of selected embodiments of the invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.

Some embodiments of the invention are described in detail below with reference to the accompanying drawings. The embodiments described below and the features of the embodiments can be combined with each other without conflict.

The first embodiment;

as shown in fig. 1 to 4, the construction member structure provided by the present embodiment includes a first tensile member 1 and a second tensile member 2, where the first tensile member 1 and the second tensile member 2 are both flexible strip-shaped structures; the first tensile member 1 comprises a plurality of first half rings 10 distributed along the length direction thereof, the second tensile member 2 comprises a plurality of second half rings 20 distributed along the length direction thereof, and the openings of the first half rings 10 and the second half rings 20 face opposite directions; the first half ring 10 and the second half ring 20 are respectively fixed in two adjacent construction members 3, and the projection of the first half ring 10 in the plane of the second half ring 20 can be connected with the second half ring 20 to form a closed annular structure.

The construction member 3 is a solid formed by solidifying and molding a cementing material such as concrete, slurry and the like, and the solid is a wallboard, a bridge deck and the like. In order to improve the strength of the construction member 3, a framework built up by tensile materials such as steel bars can be fixed in the construction member.

At least one construction member 3 of the two adjacent construction members 3 is constructed by adopting a cast-in-place method. When the two construction components 3 are constructed by adopting a cast-in-place method, a framework of the previous construction component 3 needs to be built, and then the first tensile piece 1 and the second tensile piece 2 are fixedly connected with the framework; then, a template is arranged around the framework, the first half ring 10 is positioned in the template, and the second half ring 20 is exposed out of the template; then, a cementing material such as concrete is poured into the formwork, after the cementing material is solidified and formed and the formwork is removed, the first half ring 10 is fixed in the cementing material of the construction member 3, and the second half ring 20 is exposed out of the cementing material of the construction member 3. Then, a framework of the next construction component 3 can be built on one side of the construction component 3, on which the second half ring 20 is exposed, and a template is arranged around the periphery of the framework, which is not on the same side as the second half ring 20; then, a cementing material such as concrete is poured into the formwork, and after the cementing material is solidified and molded, the cementing material can be adhered with the cementing material of the previous construction member 3, and the second half ring 20 can be wrapped and covered.

When one of the two construction members 3 is constructed by a cast-in-place method and the other construction member 3 is a prefabricated structure, the first tensile member 1 and the second tensile member 2 are both required to be fixed on the prefabricated structure, the first half ring 10 is fixed in the prefabricated structure, and the second half ring 20 is exposed out of the prefabricated structure. At this time, the prefabricated structure is the former construction member 3 of the two adjacent construction members 3, and the construction member 3 constructed by the cast-in-place method is the latter construction member 3. The cast-in-place construction process of the latter construction element 3 is the same as the process for constructing the latter construction element 3, and the description thereof is omitted.

Since the projection of the first half ring 10 in the plane of the second half ring 20 can be connected with the second half ring 20 to form a closed ring structure, the first half ring 10 and the second half ring 20 are correspondingly communicated in the axial direction, after the construction member structure in the present embodiment is constructed, the cement material in the closed ring structure, the flexible first half ring 10 and the second half ring 20 can together form a cylinder-shaped body similar to an existing anchor rod (a rod-shaped structure with an external thread), at this time, the first half ring 10 and the second half ring 20 can apply a pulling force to the cement material in the cylinder-shaped body in opposite directions, and the first half ring 10 and the second half ring 20 can increase the friction force between the cylinder-shaped body and the cement material at other positions, so that the anchoring force between the cement material and the first tensile member 1 and the anchoring force between the cement material and the second tensile member 2 can be increased, thereby effectively improving the tensile strength and the shear strength between two adjacent construction members 3 and improving the connection stability of the two adjacent construction members 3. In addition, compared with the connection method in which the reinforcing steel bars in two adjacent construction members 3 are fixed together in a one-to-one lap joint manner in the existing construction process, the first half ring 10 and the second half ring 20 in the embodiment do not need to be connected in a one-to-one correspondence manner, so that the construction process can be effectively simplified, and the construction efficiency can be improved.

Compared with the prior art, the construction member structure provided by the embodiment can be connected with the cementing material between two adjacent construction members 3 through the first half ring 10 and the second half ring 20 to form a cylindrical body, the structure of the cylindrical body is similar to that of an existing anchor rod, the action mechanism is also similar to that of the anchor rod, the anchoring force between the cementing material and the first tensile member 1 and the anchoring force between the cementing material and the second tensile member 2 can be effectively increased, and further the tensile and shear strength and the connection stability between two adjacent construction members 3 can be improved.

In addition, the construction member structure can simplify the construction process between two adjacent construction members 3 through the first half ring 10 and the second half ring 20, so that the construction efficiency can be improved.

In this embodiment, the first tensile member 1 and the second tensile member 2 may be steel wire ropes, steel fibers, or high-strength plastic fibers. Further, the first tensile member 1 and the second tensile member 2 can be covered with an antirust protective layer, and at the moment, the first tensile member 1 and the second tensile member 2 can be steel wire ropes with galvanized surfaces.

As shown in fig. 2, the first tensile member 1 further includes a plurality of third half rings 11 distributed along the length direction thereof, the openings of the third half rings 11 and the first half rings 10 are in opposite directions, and the plurality of third half rings 11 and the plurality of first half rings 10 are arranged alternately; the third half ring 11 and the first half ring 10 are fixed in the adjacent two construction members 3, respectively.

The first half ring 10 and the third half ring 11 may be both recesses formed by bending the first tensile member 1, and the third half ring 11 is configured to cooperate with the first half ring 10 to improve the connection stability of the first tensile member 1 between two adjacent construction members 3.

As shown in fig. 2, the second tensile member 2 further includes a plurality of fourth half rings 21 distributed along the length direction thereof, the openings of the fourth half rings 21 and the second half rings 20 are opposite, and the plurality of fourth half rings 21 and the plurality of second half rings 20 are arranged alternately; the fourth half ring 21 and the second half ring 20 are respectively fixed in two adjacent construction members 3, and the projection of the third half ring 11 in the plane of the fourth half ring 21 can be connected with the fourth half ring 21 to form a closed annular structure.

The second half ring 20 and the fourth half ring 21 may be both recesses formed by bending on the second tensile member 2, and the fourth half ring 21 is configured to cooperate with the second half ring 20 to improve the connection stability of the second tensile member 2 between two adjacent construction members 3.

Since the projection of the third half ring 11 on the plane of the fourth half ring 21 can be connected with the fourth half ring 21 to form a closed ring structure, the third half ring 11 is correspondingly connected with the fourth half ring 21 in the axial direction, after the construction member structure in the present embodiment is constructed, the cementing material in the third half ring 11, the cementing material in the fourth half ring 21, the flexible third half ring 11 and the fourth half ring 21 can also jointly form a column-shaped body similar to the existing anchor rod, at this time, the third half ring 11 and the fourth half ring 21 can apply a pulling force to the cementing material in the column-shaped body in opposite directions, and the third half ring 11 and the fourth half ring 21 can increase the friction force between the column-shaped body and the cementing material at other positions, so that the anchoring force between the cementing material and the third tensile member and the anchoring force between the cementing material and the fourth tensile member can both be increased, and further, the tensile and shear strength between two adjacent construction members 3 can be further effectively improved, and the connection stability of two adjacent construction members 3 can be further improved.

It can be seen that the third half ring 11 and the fourth half ring 21 can not only improve the installation stability of the first tensile member 1 and the second tensile member 2 between the two adjacent construction members 3, but also further improve the connection stability between the two adjacent construction members 3.

As shown in fig. 1 and 2, each of the first tensile member 1 and the second tensile member 2 is a strip-shaped structure bent in a continuous S-shape.

The strip-shaped structure with the continuous S-shaped bending can sequentially connect the cylinder formed by the first half ring 10 and the second half ring 20 and the cylinder formed by the third half ring 11 and the fourth half ring 21, so that the connection stability between a plurality of cylinders can be effectively improved, and the connection stability between two adjacent construction members 3 can be effectively improved. Moreover, the strip-shaped structure which is bent in a continuous S shape can effectively simplify the manufacturing process and the installation process of the first tensile piece 1 and the second tensile piece 2, so that the construction efficiency is effectively improved.

As shown in fig. 3 and 4, the first tensile member 1 and the second tensile member 2 are spaced apart from each other in the axial direction of the first half ring 10.

The first tensile member 1 and the second tensile member 2 are spaced apart from each other, so that the stress on the cylindrical body formed by the first half ring 10 and the second half ring 20 is balanced, and the stress on the cylindrical body formed by the third half ring 11 and the fourth half ring 21 is balanced, thereby further improving the tensile and shear strength between two adjacent construction members 3.

As shown in fig. 4, the first tensile member 1 or the second tensile member 2 is plural, or both the first tensile member 1 and the second tensile member 2 are plural. If there are a plurality of first tensile members 1, along the axial direction of the first half ring 10, the plurality of first tensile members 1 are distributed at intervals and the projections of the plurality of first tensile members 1 are overlapped. If there are a plurality of second tensile members 2, the plurality of second tensile members 2 are distributed at intervals along the axial direction of the second half ring 20, and the projections of the plurality of second tensile members 2 are overlapped.

The projection coincidence of the first tensile member 1 and the second tensile member 2 is a plurality of projection coincidence of the first tensile member 1 and the second tensile member 2, and the stress stability and the structural stability of the cylindrical body formed by the first half ring 10 and the second half ring 20 can be effectively improved, so that the connection stability between two adjacent construction members 3 can be further effectively improved.

In this embodiment, a reinforcing rib extending in the axial direction of the first half ring 10 is provided between the first half ring 10 and the second half ring 20.

The reinforcing ribs can improve the strength of the column formed by the first half ring 10 and the second half ring 20, so that the tensile and shear strength of the joint between two adjacent construction members 3 can be further improved.

The preferred embodiment is that the direction of extension of the ribs is the same as the axial direction of the cylindrical bodies.

Wherein the reinforcing ribs can be rigid reinforcing bars.

Example two:

as shown in fig. 5, 6 and 8, the construction element assembly provided by the present embodiment includes a flexible connecting rib 4, the connecting rib 4 is spiral and the connecting rib 4 extends spirally along the axial direction thereof; as shown in fig. 7, the tie bar 4 includes first and second sides extending in the axial direction thereof, and the first and second sides of the tie bar 4 are positioned opposite to each other and fixed in the adjacent two construction members 3, respectively.

After the construction member structure in the embodiment is constructed, the spiral flexible connecting bar 4 and the cementing material of the construction member 3 positioned on the inner side of the spiral flexible connecting bar can jointly form an anchor rod-shaped structure, and the connecting bar 4 can effectively improve the anchoring force between the spiral flexible connecting bar and the cementing material outside the connecting bar 4, so that the tensile and shear strength and the connection stability between two adjacent construction members 3 are improved. And, compare in the connected mode that will be in the same place the reinforcing bar one-to-one overlap joint in two adjacent construction component 3 in current work progress, spiral helicine splice bar 4 in this embodiment also need not the one-to-one overlap joint and fixes, can effectively simplify the work progress equally, promotes the efficiency of construction.

Compared with the prior art, the construction member subassembly that this embodiment provided can be connected with cementitious material between two adjacent construction members 3 through splice bar 4 and form the rod-like structure of anchor to can effectively increase the anchor power between 4 outside cementitious materials of splice bar and splice bar 4, promote tensile shear strength and connection stability between two adjacent construction members 3.

In addition, this construction component subassembly also can simplify the work progress between two adjacent construction component 3 through splice bar 4, promotes the efficiency of construction.

As in the first embodiment, the construction member assembly provided in this embodiment may also include a reinforcing rib that extends in the axial direction of the spiral formed by the tie bar 4 and is provided inside the spiral formed by the tie bar 4.

The reinforcing rib can also improve the strength of the cylindrical body formed by the first half ring 10 and the second half ring 20, thereby further improving the tensile and shear strength of the joint between two adjacent construction members 3.

As shown in fig. 9 and 10, the construction member assembly further includes a support rib 5 extending in the axial direction of the connecting rib 4, and the support rib 5 is fixed in the construction member 3 near the first side of two adjacent construction members 3; the first side of the connecting rib 4 is wound on the supporting rib 5.

The support rib 5 can promote the support for the installation of splice bar 4 to effectively promote the installation convenience and the installation stability of splice bar 4.

When the support rib 5 is fixed in the construction member 3 near the first side, the first side of the spiral connecting rib 4 can be wound on the support rib 5 by a weaving method.

As shown in fig. 9, three support bars 5 may be provided, three support bars 5 may be arranged in parallel, and radial cross sections of the three support bars 5 may be distributed in the construction member 3 near the first side in a triangular shape. The three support ribs 5 can effectively improve the installation stability of the connecting rib 4.

As shown in fig. 10, there may be one support rib 5. Furthermore, the support bars 5 can also be made of rigid steel bars.

Example three:

the construction component assembly construction method provided by the embodiment is used for constructing the construction component assembly, and as shown in fig. 11, the construction component assembly construction method comprises the following steps:

step S1: building a support framework of one construction component 3 of two adjacent construction components 3, and fixing a first side of a connecting rib 4 on the support framework;

step S2: arranging a supporting template around the construction member 3 close to the first side of the connecting rib 4, exposing the second side of the connecting rib 4 outside the supporting template, and pouring concrete into the supporting template;

step S3: building a support framework of another construction component 3 in the two adjacent construction components 3, and fixing the second side of the connecting rib 4 on the support framework;

step S4: and arranging a supporting template around the connecting rib 4 exposed out of the concrete and the construction member 3 close to the second side of the connecting rib 4, and pouring the concrete into the supporting template.

After the steps S1, S2, S3 and S4, the construction component assembly in the second embodiment can be constructed, so that the construction component assembly constructed by the construction component assembly construction method provided by this embodiment can be connected with the binding material between two adjacent construction components 3 through the connecting rib 4 to form an anchor rod-shaped structure, thereby effectively increasing the anchoring force between the binding material outside the connecting rib 4 and the connecting rib 4, improving the tensile and shear strength and connection stability between two adjacent construction components 3, simplifying the construction process between two adjacent construction components 3 through the connecting rib 4, and improving the construction efficiency.

Wherein, in step S1: the support frame is provided with a support rib 5, and the connecting rib 4 is spirally wound on the support rib 5 along the length direction of the support rib 5 so as to fix the first side of the connecting rib 4 on the support rib 5.

The support rib 5 in this embodiment can promote the support for the installation of splice bar 4 equally to effectively promote the installation convenience and the installation stability of splice bar 4.

Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; while the invention has been described in detail and with reference to the foregoing embodiments, it will be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; and the modifications or the substitutions do not make the essence of the corresponding technical solutions depart from the scope of the technical solutions of the embodiments of the present invention.