CN111075062B

CN111075062B - Construction method for separating concrete shear wall structure from pipeline in wall

Info

Publication number: CN111075062B
Application number: CN201811214158.3A
Authority: CN
Inventors: 侯建群
Original assignee: Zhongqingda Technology Co ltd
Current assignee: Zhongqingda Technology Co ltd; Architectural Design and Research Institute of Tsinghua University
Priority date: 2018-10-18
Filing date: 2018-10-18
Publication date: 2022-11-18
Anticipated expiration: 2038-10-18
Also published as: CN111075062A

Abstract

The invention relates to a construction method for separating a concrete shear wall structure from pipelines in a wall body, which comprises the construction of the shear wall structure and the construction of the pipelines in the wall body, wherein in the construction of the shear wall structure, a reinforcing steel bar truss fixing template is used as a shear wall template for shear wall concrete pouring, after the shear wall concrete pouring, a panel of the reinforcing steel bar truss fixing template is fixedly connected to the surface of the shear wall concrete layer without being detached, a reinforcing steel bar net and a reinforcing steel bar truss in the reinforcing steel bar truss fixing template are fixedly connected to the shear wall concrete layer to form the reinforcing steel bars of the shear wall concrete layer, in the construction of the pipelines in the wall body, a groove for arranging the pipelines is formed in the panel on the surface of the shear wall body, and the pipelines are arranged in the groove without damaging the wall body structure. The invention is beneficial to reducing the construction workload and the labor intensity, reducing the influence degree of human factors on the building quality, reducing the construction cost, facilitating the arrangement of pipelines in the wall body and avoiding the damage of the wall body structure caused by the arrangement of the pipelines.

Description

Construction method for separating concrete shear wall structure from pipeline in wall

Technical Field

The invention relates to a construction method for separating a concrete shear wall structure from pipelines in a wall body, and belongs to the technical field of buildings.

Background

The existing concrete shear wall body is formed by reinforced concrete, templates are erected on two sides of a pouring area where reinforcing steel bars are arranged during construction, the poured concrete is filled in spaces among the templates and forms the wall body after solidification, the reinforcing steel bars are solidified on the wall body, after the templates on the two sides are removed, the exposed concrete wall surface is a plane, when pipelines need to be arranged on the wall, a special grooving machine needs to be used for forming grooves in the concrete wall surface, and the wiring boxes/pipes are buried in the grooves to arrange the pipelines.

Disclosure of Invention

Aiming at the problems, the invention provides a construction method for separating a concrete shear wall structure from pipelines in a wall body, so as to reduce the workload and the construction difficulty of structure construction and pipeline construction, reduce the labor intensity and avoid the damage to the wall body structure caused by the arrangement of the pipelines.

The technical scheme of the invention is as follows: a construction method for separating a concrete shear wall structure from pipelines in a wall body comprises shear wall structure construction and pipeline construction in the wall body, wherein in the shear wall structure construction, a steel bar truss fixing template is used as a shear wall template for shear wall concrete pouring, after the shear wall concrete pouring, a panel of the steel bar truss fixing template is fixedly connected to the surface of a concrete layer of the shear wall without being detached, in the pipeline construction in the wall body, a groove for arranging the pipelines is formed in the panel on the surface of the wall body of the shear wall, the wall body structure is not damaged, the pipelines are arranged in the groove, the steel bar truss fixing template comprises the panel, a steel bar net and a steel bar truss, the steel bar net, the steel bar truss and the panel are connected into a whole, and the steel bar net and the steel bar truss in the steel bar truss fixing template are fixedly connected in the concrete layer of the shear wall to form steel bars of the concrete layer of the shear wall.

A raceway and/or conduit for routing the pipeline may be installed within the trench, or the pipeline may be routed directly within the trench.

Typically, the cable can be placed in a raceway or a conduit, with the conduit being fixedly mounted directly in the raceway.

Typically, the channels for routing cables and for routing pipes should be provided separately.

The wire groove and the threading pipe can adopt any suitable prior art and can adopt any suitable material and shape/structure.

After the threading pipe is arranged in the groove or the pipeline is laid, the groove can be closed, so that the groove part and other parts of the wall surface form the same plane.

The method of closing the channel may be by any suitable technique known in the art, for example, by troweling the channel or by attaching a cover to the channel with an adhesive, or by attaching a finishing sheet to the wall containing the channel, or by providing an additional rigid wall surface to the existing wall surface. The sheet material for covering the wall surface may be wallpaper, or may be sheets of silk screen, cloth, paper, etc. used as a foundation for further decoration, and these sheets may be coated with glue or painted with paint, etc.

The method for forming the groove for arranging the pipeline on the panel can be that the panel is cut along the edges of the two set grooves, the panel is cut through (cut off) without damaging the concrete layer, and the panel between the two cutting lines is removed to form the groove.

Other ways of forming the grooves in the panel are also possible.

Preferably, a reinforcing mesh in the reinforcing mesh fixing plate of the steel bar truss is located between the steel bar truss and the panel, a cushion block used for limiting the distance between the reinforcing mesh and the panel is arranged between the reinforcing mesh and the panel, the cushion block is arranged between a lower chord rib of the steel bar truss and the panel, and the number of the cushion blocks between the same lower chord rib and the panel is multiple.

The reinforcing mesh of the reinforcing truss fixing template can be formed by connecting a plurality of longitudinal reinforcing bars and a plurality of transverse reinforcing bars.

Preferably, the longitudinal bars of the same mesh reinforcement are in the same plane and parallel to each other.

Preferably, the transverse reinforcing bars are located in the same plane and parallel.

Preferably, the transverse bars of the mesh reinforcement are positioned on the near-to-panel side of the longitudinal bars and can contact with the lower chord bars of the steel bar truss.

The steel bar truss should be generally arranged longitudinally, and the lower chord thereof is preferably positioned on the side of the upper chord thereof close to the panel and parallel to the longitudinal bars of the mesh reinforcement.

The number of the steel bar trusses in the steel bar truss fixing template can be one or more. When the number is a plurality, the steel bar trusses are parallel to each other.

The side surface of the reinforcing mesh of the cushion block is preferably provided with a transverse reinforcing steel bar positioning groove, and the transverse reinforcing steel bar is arranged on the transverse reinforcing steel bar positioning groove on the cushion block in contact with the transverse reinforcing steel bar positioning groove.

When being equipped with the solid template of multilayer steel bar truss on the same wall of shear wall structure, can leave the interval usually between the panel of the solid template of upper and lower adjacent steel bar truss, the lower extreme of the vertical reinforcement in the reinforcing bar net of the solid template of steel bar truss is preferred not to exceed the corresponding end edge of panel, and the upper end is preferred to exceed the corresponding end edge of panel and upwards stretches out, forms the connecting reinforcement who is used for being connected with upper wall structure, the both ends of the horizontal reinforcement in the reinforcing bar net of the solid template of steel bar truss are preferred not to exceed the corresponding end edge of panel.

In the reinforcing steel bar truss fixing template, the reinforcing steel bar net, the reinforcing steel bar truss and the panel can be fixedly connected in any one of the following modes:

the steel bar truss is fixedly connected with the panel through a connecting piece; or,

when a cushion block for limiting the distance is arranged between the reinforcing mesh and the panel, the reinforcing steel bar truss is fixedly connected with the cushion block through a connecting piece, and the cushion block is fixedly connected to the panel.

The connector may be any one of the following:

the connecting piece is an inverted V-shaped connecting piece and is used for realizing the fixed connection between the steel bar truss and the panel or the fixed connection between the steel bar truss and the cushion block, the inverted V-shaped connecting piece is inverted V-shaped and is buckled on the corresponding steel bar truss, and two support legs at the bottom of the inverted V-shaped connecting piece are respectively and fixedly connected to the panel or the corresponding cushion block;

the connecting piece is a U-shaped connecting piece or a C-shaped connecting piece and is used for realizing the fixed connection of the steel bar truss and the cushion block, the U-shaped connecting piece is provided with a left clamping plate and a right clamping plate which are symmetrical to each other, the left clamping plate and the right clamping plate are connected to an integrated base or an independent base used as the cushion block, and the left clamping plate and the right clamping plate are respectively clamped at the transverse outer sides of the lower chord bars at the corresponding sides of the steel bar truss; the C-shaped connecting piece comprises a left connecting piece and a right connecting piece which are symmetrical to each other, the C-shaped connecting pieces of the two forms are used in a matched mode, the left connecting piece and the right connecting piece are respectively provided with single-side clamping plates on respective corresponding sides, the single-side clamping plates are connected to an integrated base or an independent base, the integrated base and the cushion block are integrated, the independent base is an independent piece and is fixedly connected to the cushion block, the left connecting piece and the right connecting piece are alternately arranged in the vertical direction or are symmetrically arranged, and the single-side clamping plates of the left connecting piece and the right connecting piece are respectively clamped on the transverse outer sides of lower chord ribs on the corresponding sides of the steel bar truss.

The construction of the shear wall structure can comprise the following construction steps:

1) Installing a template: installing steel bar truss fixing templates serving as shear wall templates on two sides in place, wherein the steel bar truss fixing templates are vertically arranged, the face plates of the steel bar truss fixing templates face outwards, and the steel bar trusses face inwards;

2) Fixing the templates on two sides: the steel bar truss fixing templates on two sides are fixed in a pulling mode through the pulling pieces and the supporting pieces;

3) Pouring concrete: pouring concrete between the reinforcing steel bar truss fixed templates on the two sides;

4) Wall body maintenance: and (5) curing the cast-in-place concrete according to the requirement.

In the step of installing the formworks, the steel bar truss fixed formworks on two sides of the wall body can be generally symmetrically arranged, the sizes of the panels of the steel bar truss fixed formworks opposite to the two sides of the wall body are equal, and a gap is preferably reserved between the horizontally adjacent steel bar truss fixed formworks on the same side.

The connecting parts of the reinforcing steel truss fixing templates on the same layer on the same wall surface form a straight-line-shaped node of the wall body of the shear wall, a straight-line-shaped reinforcing steel connecting frame is preferably arranged at the straight-line-shaped node, two rectangular connecting parts of the straight-line-shaped node reinforcing steel connecting frame are respectively arranged between steel wire meshes of the reinforcing steel truss fixing templates on the wall bodies on two sides of the node, and the straight-line-shaped node reinforcing steel connecting frame is firstly installed in place before the adjacent reinforcing steel truss fixing templates are erected.

When T-shaped nodes exist in the shear wall body, the T-shaped steel bar connecting frames are preferably arranged at the T-shaped nodes, three rectangular connecting parts of the T-shaped node steel bar connecting frames are respectively arranged between steel wire meshes of steel bar truss fixing templates of the wall body on each side of the node, and the T-shaped node steel bar connecting frames are firstly installed in place before adjacent steel bar truss fixing templates are erected.

When L-shaped nodes exist in the shear wall body, the L-shaped node is preferably provided with an L-shaped steel bar connecting frame, two rectangular connecting parts of the L-shaped node steel bar connecting frame are respectively arranged between steel wire meshes of steel bar truss fixing templates of the wall body on each side of the node, and the L-shaped node steel bar connecting frame is firstly installed in place before adjacent steel bar truss fixing templates are erected.

When cross-shaped nodes exist in the wall body of the shear wall, cross-shaped steel bar connecting frames are preferably arranged at the cross-shaped nodes, four rectangular connecting parts of each cross-shaped node steel bar connecting frame are respectively arranged between steel wire meshes of steel bar truss fixing templates of the wall body on each side of the node, and the cross-shaped node steel bar connecting frames are firstly installed in place before adjacent steel bar truss fixing templates are erected.

In the formwork fixing step, the limitation of the space between the reinforcing steel bar truss fixing formworks on the two sides of the wall is preferably or mainly carried out by taking the corresponding rectangular connecting parts of the reinforcing steel bar connecting frames positioned at the nodes as supporting pieces.

When the thickness of the corresponding rectangular connecting part is smaller than the set distance between the steel wire meshes of the steel bar truss fixed formworks on the two sides of the wall body, an additional supporting piece can be additionally arranged, and the additional supporting piece is cushioned between the rectangular connecting part and the steel wire meshes on one side or between the rectangular connecting part and the steel wire meshes on the two sides.

The I-shaped steel bar connecting frame is generally in an I shape and comprises two rectangular connecting parts distributed in an I shape.

The I-shaped steel bar connecting frame can comprise connecting side vertical steel bars and stirrups, the vertical projection of the stirrups is rectangular, the connecting side vertical steel bars are respectively positioned at four corners of the rectangular vertical projection of the stirrups and fixedly connected with the stirrups, and the left and right parts of the connecting side vertical steel bars on the transverse direction of the connecting side vertical steel bars respectively form two rectangular connecting parts in the corresponding direction and each rectangular connecting part respectively extends to the space between steel wire meshes of steel bar truss fixed templates of wall bodies on two sides of the connecting node.

The T-shaped steel bar connecting frame should be generally T-shaped, including three rectangular connecting portions distributed in a T-shape.

T shaped steel muscle link three the position that intersects of rectangle connecting portion is equipped with the vertical reinforcing bar of dark post that distributes in same rectangle four corners department, each the outer end of rectangle connecting portion all is equipped with the vertical reinforcing bar of connection side that distributes in its tip both ends department, connect the vertical reinforcing bar of side and dark post vertical reinforcing bar and connect as an organic wholely through corresponding stirrup, the vertical projection of stirrup is the rectangle, on the vertical reinforcing bar of connection side that corresponds separately, on the vertical reinforcing bar of dark post, or on the vertical reinforcing bar of connection side and the vertical reinforcing bar of dark post, each rectangle connecting portion extends to respectively between the wire net of the steel bar truss solid template of each side wall body of T type node.

The L-shaped steel bar connecting frame is generally L-shaped and comprises two rectangular connecting parts distributed in an L shape.

Two of L shaped steel bar link the position that crosses of rectangle connecting portion is equipped with the dark post vertical reinforcement that distributes in same rectangle four corners department, each the outer end of rectangle connecting portion all is equipped with the connection side vertical reinforcement that distributes in its tip two corners department, connection side vertical reinforcement and dark post vertical reinforcement connect as an organic wholely through corresponding stirrup, the vertical projection of stirrup is the rectangle, and the hoop is corresponding separately on connection side vertical reinforcement and the dark post vertical reinforcement perhaps on the dark post vertical reinforcement, each the rectangle connecting portion extend to respectively between the wire net of the steel bar truss solid formwork of each side wall body of L type node.

The cross-shaped steel bar connecting frame is generally in a cross shape and comprises four rectangular connecting parts distributed in a cross shape.

Four of cross steel bar connection frame the position that crosses of rectangle connecting portion is equipped with the dark post vertical reinforcement that distributes in same rectangle four corners department, each the outer end of rectangle connecting portion all is equipped with the connection side vertical reinforcement that distributes in its tip two corners department, connection side vertical reinforcement and dark post vertical reinforcement connect as an organic wholely through corresponding stirrup, the vertical projection of stirrup is the rectangle, on the connection side vertical reinforcement that corresponds separately, on the dark post vertical reinforcement, or on connection side vertical reinforcement and the dark post vertical reinforcement, each the rectangle connecting portion extends to respectively between the wire net of the steel bar truss solid formwork of each side wall body of cross node.

The steel bar connecting frames of all the nodes are fixedly connected in the concrete layers of the shear walls at the corresponding positions.

Preferably, the steel bars of the steel bar truss fixed formwork and the steel bar connecting frames of all nodes are used as the wall steel bars of the shear wall, and no additional constructional steel bars need to be arranged in the main body part of the shear wall.

The invention has the beneficial effects that: the steel bar truss fixed template with the panel is used as a concrete pouring template of the shear wall, the panel is fixedly connected to the surface of the concrete wall of the shear wall, and the concrete pouring template is not detached after the structure is built, so that the panel on the surface of the wall can be provided with the groove for arranging the pipeline, the damage to the shear wall due to the arrangement of the groove for arranging the pipeline is avoided, the difficulty and the workload for arranging the groove are greatly reduced, the labor intensity is reduced, the raised dust and the noise in the process of arranging the groove are greatly reduced, the labor environment is improved, the working efficiency is improved, and the damage to the wall due to the arrangement of the pipeline is avoided; because the reinforcing mesh and the reinforcing trusses in the reinforcing truss fixed template and the reinforcing connecting frames at all the nodes are used as the reinforcing steel bars in the concrete layer of the shear wall, the on-site reinforcing bar arrangement and binding amount are greatly reduced, a template does not need to be additionally erected, the operation is greatly facilitated, the workload of wall construction is obviously reduced, the template installation quality is easy to control, the possibility of problems is low, and once the problems occur, the problems are easy to find; because the reinforcing steel bar truss fixing template can be manufactured in a factory, the quality control is strict, the automation degree is high, and the production efficiency is high.

Drawings

FIG. 1 is a schematic view of a concrete shear wall body and an in-wall wiring structure according to the present invention;

FIG. 2 is a schematic top sectional view of a shear wall with a horizontal node;

FIG. 3 is a schematic view of a T-shaped shear wall construction;

FIG. 4 is a schematic view of the construction of an L-shaped shear wall body;

FIG. 5 is a schematic view of a cross-shaped shear wall construction;

fig. 6 is a schematic view of a reinforcing bar truss fixing template;

FIG. 7 isbase:Sub>A schematic view A-A corresponding to FIG. 6;

FIG. 8 is a schematic view B-B corresponding to FIG. 6;

fig. 9 is a partial enlarged view of C corresponding to fig. 8;

FIG. 10 is a schematic view of an inverted V-shaped connector in relation to the connection configuration;

FIG. 11 is a schematic view of a connection configuration associated with the U-shaped connector;

FIG. 12 is a schematic view of a U-shaped connector configuration;

FIG. 13 is a schematic view showing a structural comparison of two C-shaped connectors (a positive C-shaped connector and a negative C-shaped connector) which are symmetrical left and right.

Detailed Description

Referring to fig. 1 to 13, the construction method of the present invention includes shear wall structure construction for constructing a wall of a concrete shear wall structure and in-wall pipeline construction for laying in-wall pipelines on the constructed shear wall.

Referring to fig. 1, in the pipeline construction in the wall, the main construction operations include grooving and wiring, without damaging the wall structure, a wall groove 310 for wiring is formed by cutting a panel, and then a wire box or a wire pipe 320 for wiring is arranged in the groove, or the pipeline is directly installed in the groove, after the wiring is completed, the groove is smoothed by using an adhesive material such as putty, or a sheet material such as cloth, net wire, paper or wallpaper is adhered on the wall surface to cover the groove, and then a surface coating or a decoration layer 330 is arranged by means of paint spraying, painting or the like according to the actual decoration requirements.

The channels may be provided in the panel in any suitable manner. The grooves may be formed by cutting or the like, as the panels are non-metallic panels or other suitable materials suitable for machining. For example, the grooves are formed by cutting the panel along the edges of two grooves set, controlling the cutting depth to cut the panel through (cut) without damaging the concrete layer, and then removing (removing) the panel between the two cutting lines.

Typically, the cable may be disposed within a raceway or conduit, with the conduit being fixedly mounted directly within the raceway.

Typically, the channels for routing the cables and for routing the conduits should be provided separately.

The method for closing/plugging the trench may employ any suitable prior art. For example, a groove cover plate is smoothed or fastened with an adhesive material, a finishing sheet is stuck to a wall surface including a groove, or a hard wall surface is separately provided to an existing wall surface. The sheet material for covering the wall surface may be wallpaper, or may be sheets of silk screen, cloth, paper, etc. used as a foundation for further decoration, and these sheets may be coated with glue or painted with paint, etc.

Referring to fig. 1 to 5, the shear wall body constructed by the method of the present invention mainly comprises shear wall templates located at two sides of the shear wall body and a shear wall concrete layer 180 poured between the shear wall templates at the two sides, wherein the shear wall templates adopt steel bar truss fixing templates, a panel 110 of the steel bar truss fixing templates faces the outer side of the wall body, steel bar trusses face the inner side of the wall body, and a steel bar mesh and the steel bar trusses on the steel bar truss fixing templates are fixedly connected in the shear wall concrete layer. The steel bar truss formwork is used as a shear wall formwork, steel bars and formworks which are originally required to be arranged on a construction site are manufactured into a whole in a factory, the production efficiency is high, the quality is good, the field use is convenient, the constructed rear panel is fixedly connected on the surface of a wall body, and the pipeline arrangement, decoration and the like can be carried out on the basis of the panel.

Gaps 118 are preferably left between horizontally adjacent steel bar truss fixing templates on the same wall surface to serve as expansion joints and facilitate on-site assembly, in which case, the connection modes between the panels of the adjacent steel bar truss fixing templates and between the transverse steel bars are butt joints with gaps.

The spacing between horizontally adjacent panels is typically no more than 10mm, expansion joint gaskets or the like may be provided according to the prior art. In order to prevent slurry from seeping out when concrete is poured, the gap is only required to be attached by the adhesive tape, and a template is not required to be additionally arranged.

On the same wall surface, the connecting parts of the horizontally adjacent steel bar truss fixing templates form a straight-line-shaped node (see fig. 2) of the shear wall body, and a straight-line-shaped steel bar connecting frame can be generally arranged in the shear wall body of the straight-line-shaped node so as to ensure the connecting strength of the shear wall bodies on two sides of the node.

The I-shaped steel bar connecting frame comprises connecting side vertical steel bars 211 and stirrups 212, the vertical projections of the stirrups are rectangular, the connecting side vertical steel bars are respectively located at four corners of the rectangular vertical projections of the stirrups and are fixedly connected with the stirrups, and therefore a steel bar frame structure with a rectangular columnar outline is formed, and field operation is facilitated.

The stirrup can be rectangular ring-shaped, and the quantity is a plurality of, distributes from top to bottom, perhaps the stirrup also can be the rectangle heliciform to the convenience carries out machining in the mill.

The I-shaped steel bar connecting frame is fixedly connected in the shear wall concrete layer of the corresponding node area.

The left and right parts of the horizontal linear steel bar connecting frame respectively form two rectangular connecting parts in the corresponding direction, each rectangular connecting part respectively extends to the space between the steel wire meshes of the steel bar truss fixed templates on the two sides of the shear wall body in the corresponding direction of the connecting node, and the length of the horizontal overlapping of the rectangular connecting parts and the corresponding steel wire meshes is according to the specific connecting requirement, for example, the length can be 300mm under the common condition.

When a T-shaped shear wall body exists, a T-shaped steel bar connecting frame (see fig. 3) can be generally arranged in the shear wall body corresponding to the T-shaped node; when an L-shaped shear wall body exists, an L-shaped steel bar connecting frame (see fig. 4) can be generally arranged in the shear wall body corresponding to the L-shaped node; when cross-shaped shear wall bodies exist, cross-shaped steel bar connecting frames (see fig. 5) can be arranged in the shear wall bodies of the corresponding cross-shaped nodes. The steel bar connecting frames are similar to the straight steel bar connecting frames, preferably adopt an integral steel bar frame form which is integrally connected, can be manufactured in a factory to facilitate field operation, are similar to the shear wall body in the node area in shape, can be divided into a plurality of rectangular connecting parts according to specific shapes, and respectively correspond to and extend into the shear wall body on each side of the node, so that the steel bar connection in the node area is realized.

The T-shaped steel bar connecting frame is a T-shaped (see fig. 3), and includes three rectangular connecting portions distributed in a T shape, the intersection position of the rectangular connecting portions is provided with hidden column vertical steel bars 225 distributed at four corners of the same rectangle, the outer end of each rectangular connecting portion is provided with connecting side vertical steel bars 222 distributed at two corners of the end portion of the rectangular connecting portion, the connecting side vertical steel bars and the hidden column vertical steel bars are connected into a whole through corresponding stirrups 221, the vertical projections of the stirrups are rectangular and respectively hooped on the corresponding connecting side vertical steel bars, the hidden column vertical steel bars, or the connecting side vertical steel bars and the hidden column vertical steel bars, the T-shaped steel bar connecting frame is fixedly connected in a shear wall concrete layer of a corresponding node area, each rectangular connecting portion extends to a position between steel wire meshes of steel bar truss fixing templates on two sides of a shear wall body in the corresponding direction of the T-shaped node, and the length of the rectangular connecting portion and the corresponding steel bar mesh overlapped in the transverse direction can be 300mm according to a specific connection requirement, for example.

The L-shaped steel bar connecting frame is an L-shaped (see fig. 4), and includes two rectangular connecting portions distributed in an L-shaped manner, two of which are provided with hidden column vertical steel bars 235 distributed at four corners of the same rectangle, and the outer ends of the rectangular connecting portions are provided with connecting side vertical steel bars 231 distributed at two corners of the ends thereof, and the connecting side vertical steel bars and the hidden column vertical steel bars are connected into a whole by corresponding stirrups 232, and the vertical projections of the stirrups are rectangular and respectively hooped on the corresponding connecting side vertical steel bars and hidden column vertical steel bars or respectively hooped on the hidden column vertical steel bars, and the L-shaped steel bar connecting frame is fixedly connected in a shear wall concrete layer of a corresponding node area, and each rectangular connecting portion extends to between steel wire meshes of steel bar truss fixing templates at two sides of the shear wall body in the corresponding direction of the L-shaped node, and the length of the rectangular connecting portions and the corresponding steel wire meshes overlapped in the transverse direction is in accordance with specific connection requirements, for example, the length of the L-shaped steel bar connecting frame can be 300mm in a normal case.

The cross-shaped steel bar connecting frame is cross-shaped (see fig. 5), and includes four rectangular connecting portions distributed in a cross shape, the intersection positions of the four rectangular connecting portions are provided with hidden column vertical steel bars 245 distributed at four corners of the same rectangle, the outer end of each rectangular connecting portion is provided with connecting side vertical steel bars 241 distributed at two corners of the end portion of each rectangular connecting portion, the connecting side vertical steel bars and the hidden column vertical steel bars are connected into a whole through corresponding stirrups 242, the vertical projections of the stirrups are rectangular and respectively hooped on the corresponding connecting side vertical steel bars, the hidden column vertical steel bars, or the connecting side vertical steel bars and the hidden column vertical steel bars, the cross-shaped steel bar connecting frame is fixedly connected in a shear wall concrete layer of a corresponding node area, each rectangular connecting portion respectively extends to steel wire meshes of steel bar truss fixing templates at two sides of a shear wall body in the corresponding direction of the cross-shaped node, and the length of the rectangular connecting portions and the corresponding steel bar mesh overlapped in the transverse direction can be 300mm according to specific connection requirements, for example.

Each stirrup on the steel bar connecting frame can be rectangular ring-shaped, hoops outside the corresponding vertical steel bars, and the number of the stirrups is a plurality of, and the stirrups are arranged in an upper-lower layered manner and also can be rectangular spiral and wound outside the corresponding vertical steel bars. Corresponding stirrups can be provided according to the prior art on the relevant vertical reinforcement.

The combination mode of stirrup and relevant vertical reinforcement can be confirmed according to prior art, for example, to T type, L type and cross steel bar connection frame, can be in the same place the vertical reinforcing bar of connection side and the vertical reinforcing bar of camera obscura of each rectangle connecting portion with the stirrup respectively, and through these connections, realize that steel bar connection frame's monolithic stationary and camera obscura vertical reinforcing bar's interconnect is fixed, to a style of calligraphy node, can regard as not setting up the camera obscura, only set up the vertical reinforcing bar of connection side that is located each side wall body, do not have camera obscura vertical reinforcing bar, its stirrup is wherein with each side rectangle connecting portion's vertical reinforcing bar hoop simultaneously.

In consideration of the need of concrete pouring, the exposed wall surface 187 (outside of the wall surface without the steel bar truss fixed formwork panel) at the joint of the T-shaped shear wall body and the L-shaped shear wall body corresponding to the T-shaped steel bar connecting frame and the L-shaped steel bar connecting frame can be provided with a corresponding detachable formwork or a permanent formwork according to the prior art, or a permanent formwork capable of being butted with the corresponding steel bar truss fixed formwork is fixedly arranged on the corresponding side surface of the corresponding steel bar connecting frame.

Referring to fig. 6 to 9, the steel-bar truss fixing form includes a face plate 110, a steel-bar truss 130, and a steel-bar net connected by a transverse steel bar 121 (here, a transverse direction of the steel-bar truss fixing form) and a longitudinal steel bar 122 (here, a longitudinal direction of the steel-bar truss fixing form), and the face plate, the steel-bar net, and the steel-bar truss are fixedly connected as a single body and can be generally manufactured in a factory.

When the steel bar truss reinforced formwork is used as a shear wall formwork, the face plate of the steel bar truss reinforced formwork faces outwards, the steel bar truss faces inwards, after concrete is poured into a space between the shear wall formworks on two sides, the steel bar truss and the steel bar mesh of the shear wall formworks on the two sides are fixedly connected in the concrete to form main steel bars in the shear wall structure, the thickness and the distribution density of the relevant steel bars can be selected according to needs to adapt to the stress requirements of the shear wall body, and usually no additional construction steel bars are required to be arranged in a non-node area of the shear wall body structure.

Connecting steel bars can be arranged at the connecting parts between the steel bar truss solid templates as required, and the steel bar connecting frame form which is suitable for various nodes respectively is preferably adopted.

The reinforcing mesh of the reinforcing truss fixing template and the reinforcing truss are spaced apart from the face plate, and the spacing is supported and limited by the spacers 140, so that the effective concrete protection layer thickness is formed on the outer sides of the reinforcing mesh and the reinforcing truss, the reinforcing mesh and the reinforcing truss are protected, and the reinforcing bar is wrapped by the effective concrete protection layer even if the partial face plate is removed.

The steel bar truss solid formwork is not provided with a precast concrete layer, particularly is not provided with a precast concrete layer for the strength of the panel, so that the influence of storage and transportation and field installation due to overlarge weight is avoided, and corresponding equipment, process and time and space required by concrete curing are not required to be increased due to precast concrete. The production equipment and the process required for manufacturing the steel bar truss fixed template are conventional machining equipment and processes, and can be well suitable for factory production.

According to actual needs, an interface layer, an oxygen-isolating fireproof layer or an anticorrosive layer and the like can be sprayed on the steel bar truss fixing template, particularly the inner side surface of the panel.

The panel preferably adopts non-metallic plate material, also can adopt other materials or metal nonmetal composite board material. The non-metal panel can adopt a proper existing wall panel for a building or other panels which are suitable for machining and can be used as walls, so as to meet the texture requirement of people on the walls, preferably also be suitable for machining in a machining mode, and be conductive to realizing mechanical and automatic machining.

For example, the panel can be made by taking wood flour or other biomass fine granular/powdery materials as a main raw material or one of the main raw materials, mixing the wood flour or other biomass fine granular/powdery materials with an inorganic material with binding capacity, and solidifying the mixture by a proper mode such as natural solidification or heating solidification to form a corresponding non-metal plate. Such non-metallic panels generally have suitable strength, do not deform, are suitable for machining such as cutting, punching and the like, and such panels used in construction in the background of the prior art generally have good flame retardant properties.

The thickness of the panel should be such as to provide the corresponding strength and installation requirements for finishing or related facilities, structures.

The mesh reinforcement is preferably located between the steel bar truss and the face plate.

The longitudinal reinforcing bars on the same reinforcing mesh are preferably located on the same plane and parallel to each other, and the transverse reinforcing bars are preferably located on the same plane and parallel to each other.

The transverse bars of the mesh reinforcement are preferably located on the near-panel side of the longitudinal bars, and preferably contact the lower chord of the steel bar truss. In this case, the spacer blocks are usually only arranged between the transverse bars and the face plate, and further preferably, a plurality of spacer blocks are usually arranged between each transverse bar and the face plate, and some of the transverse bars and the face plate may not be arranged between the spacer blocks according to actual requirements.

The number of the reinforcing steel bar nets is set to be any number according to actual needs, the reinforcing steel bar nets are usually one layer, the reinforcing steel bar nets can be one independent net sheet, and also can be formed by mutually splicing a plurality of independent net sheets, and the number of the reinforcing steel bar trusses is set to be any number according to actual needs, and the number of the reinforcing steel bar trusses is usually a plurality of, for example, two, three or four.

When a cushion block for limiting the distance between the reinforcing mesh and the panel is arranged between the reinforcing mesh and the panel, the side surface of the reinforcing mesh of the cushion block is preferably provided with a transverse reinforcing steel bar positioning groove, and the transverse reinforcing steel bar is arranged on the transverse reinforcing steel bar positioning groove on the cushion block which is contacted with the transverse reinforcing steel bar positioning groove, so that the assembling and the fixing of the reinforcing mesh are facilitated.

The transverse reinforcing steel bar positioning groove can be a rectangular groove, an arc groove, a V-shaped groove, a U-shaped groove or any other suitable form. When rectangular, the depth of the groove should generally be no greater than the diameter of the transverse bar; in the case of a circular arc groove, the groove depth should generally not be greater than the radius of the transverse reinforcement. The transverse steel bars are arranged on the corresponding transverse steel bar positioning grooves, so that the transverse steel bars are conveniently positioned, and the steel bar mesh assembly in the production of the steel bar truss formwork is facilitated.

For any one spacer block, at least one transverse steel bar is pressed on the spacer block, the transverse steel bar pressed on the spacer block is embedded into the groove on the upper surface of the spacer block, and part of the transverse steel bar is exposed out of the groove and protrudes out of the surface of the spacer block, so that effective contact with the corresponding lower chord steel bar of the steel bar truss is ensured, and the transverse steel bar is loosened between the spacer block and the steel bar truss.

The reinforcing mesh in the reinforcing mesh fixing plate of the reinforcing truss is clamped between the reinforcing mesh and the cushion block, so that the reinforcing mesh is convenient to process in a factory, and transverse reinforcing steel bars and longitudinal reinforcing steel bars which form the reinforcing mesh can be welded into an integral reinforcing mesh so as to facilitate processing operation.

Whether the transverse steel bars and the longitudinal steel bars in the steel bar truss fixing template extend out from the corresponding ends of the panels or not can be enabled as required, when the connecting steel bars are required to be formed in the corresponding direction, the transverse steel bars or the longitudinal steel bars in the direction do not extend out according to the connection requirement, and therefore storage, transportation and site construction are facilitated.

For example, it is preferable that both ends of the transverse reinforcing bars are not exposed from the edges of the corresponding ends of the panel, the upper ends of the longitudinal reinforcing bars are upwardly protruded from the top edges of the panel by a certain length, the protruded portions 124 serve as coupling bars in the corresponding direction, and the lower ends of the longitudinal reinforcing bars are not exposed from the bottom edges of the panel. The reinforcing steel bar truss fixing template can be used for the situation that nodes in the horizontal direction are connected through reinforcing steel bar connecting frames, and the connection between an upper layer and a lower layer is connected through connecting reinforcing steel bars extending upwards from the lower layer reinforcing steel bar truss fixing template.

The steel bar truss is generally arranged longitudinally (which means the longitudinal direction of the steel bar truss fixing template), and the lower chord of the steel bar truss is positioned on the side of the near panel of the upper chord and is parallel to the longitudinal steel bar of the steel bar mesh.

The number of the steel bar trusses in the steel bar truss fixing template is one or more, and the number can be set according to actual needs. When the number is a plurality, the steel bar trusses are parallel to each other.

The steel bar truss can adopt any appropriate prior art, generally, an upper chord rib 131, a lower chord rib 132 and a web rib 133 fixedly connected between the upper chord rib and the lower chord rib can be arranged, and the concrete shape can adopt any appropriate prior art, for example, in practice, a common steel bar truss is a triangular truss, the upper chord rib and the lower chord rib are distributed in a delta shape, the two sides of the common steel bar truss are respectively provided with the web rib connecting the upper chord rib and the lower chord rib at the corresponding side, the web ribs are roughly in a wave shape or a zigzag shape, the tops of the web ribs are welded on the upper chord rib, and the bottoms of the web ribs are welded on the lower chord rib at the corresponding side.

The lower chord steel bar in the steel bar truss is parallel to the longitudinal steel bar of the steel bar mesh and does not contact with the longitudinal steel bar, and the lower chord steel bar and the longitudinal steel bar jointly form the longitudinal steel bar of the fixed formwork.

The steel bar truss can be arranged according to the specific conditions of the width, the stress and the like of the fixed template. When a plurality of steel bar trusses are arranged, the steel bar trusses are parallel to each other and are the same as the distance between the panels. In general, the steel bar trusses can be distributed at equal intervals.

The cushion blocks are preferably arranged at positions corresponding to the lower chord bars of the steel bar truss, and the number of the cushion blocks between the same lower chord bar and the panel is multiple.

The spacer may be secured to the panel in any suitable manner. For example, when a wood spacer is used, the spacer is preferably fastened to the panel by self-tapping screws 146 to facilitate machining, or other means such as bonding may be used to secure the spacer to the panel. Through the setting of cushion for form definite interval between reinforcing bar net and steel bar truss and the panel, the concrete of pouring is filled in this interval space, forms effectual concrete protective layer to the reinforcing bar, and specific thickness can be set for according to actual need.

The non-metal material used as the panel can also be used as a cushion block, and the cushion block of the material is easy to bond with the panel, easy to open a slot and punch, can adapt to fastening of self-tapping screws and the like, has similar processability with a cushion block prepared from pure wood, and is not easy to absorb water and deform. For convenience of expression, panels or mats made of wood-based materials prepared in the manner described above will be collectively referred to as wood panels or wood mats.

The cushion block can also be made of plastics and other suitable materials, and when the cushion block is provided with a clamping structure for fixing the lower chord rib of the steel bar truss, the cushion block is easy to manufacture by adopting the plastic materials, and the use effect is ensured.

The cushion block is arranged between the lower chord rib and the panel of the steel bar truss in a cushioning mode, the transverse steel bars of the steel bar net are located between the lower chord rib and the cushion block of the steel bar truss and are arranged on the steel bar positioning grooves in the side surface of the far panel of the cushion block, and are partially or basically completely sunk into the corresponding steel bar positioning grooves.

The number of the cushion blocks arranged between the same lower chord rib and the panel of the same steel bar truss is multiple, and the cushion blocks are regularly distributed at equal intervals or unequal intervals along the extension direction of the lower chord rib.

Referring to fig. 10-13, connectors may be used to securely connect the steel trusses to the panels. Or, the steel bar truss and the cushion block are firmly connected together, and meanwhile, the cushion block and the panel are reliably and fixedly connected. All the parts in the steel bar truss fixing template are fixedly connected into a whole so as to be convenient to carry and hoist on site and ensure that the positions of all the parts are unchanged.

The shape and distribution of the connectors may be any suitable known technique.

A preferred embodiment of the connector is an inverted V-shaped connector, which is fastened to the corresponding steel bar truss, and two legs 162 at the bottom of the connector are fastened to the panel 110 by self-tapping screws 166 or other suitable means, and may be fixed to the spacer, and the spacer is fixed to the panel, as needed, so that the steel bar truss, the reinforced concrete, the spacer, and the panel are fixed as a whole.

The inverted V-shaped connecting piece is specifically constructed as follows: the body portion, or generally inverted V or U shape, is provided with two side plates 161, the bottom ends of which are provided with feet 162, preferably in the form of outwardly extending plates, which may be provided with through holes for passing screws, and in use, the connector is fastened to the corresponding steel bar truss, and the two feet at the bottom are fastened to the panel by self-tapping screws 166 or other suitable means, respectively, so as to fasten the steel bar truss, the steel bar or steel bar mesh between the steel bar truss and the bottom, and the spacer between the steel bar truss and the panel to the panel. The connecting piece and the installation mode thereof can be very suitable for the automatic processing of the fixed template.

Another preferred embodiment of the connecting piece is a U-shaped connecting piece, the overall shape of the connecting piece is U-shaped, the connecting piece adopts a buckle type and is provided with two opposite clamping plates 171, the two clamping plates are arranged in an inclined manner, the upper part of the clamping plate is small in distance, the lower part of the clamping plate is large in distance, the top end of the clamping plate is provided with an inward hook 172, and the lower chord bars on the two sides of the steel bar truss are respectively clamped in the clamping plates on the corresponding sides.

The specific configuration of such a connector may be: the two clamping plates are elastic clamping plates and are fixedly connected to the clamping plate panel 175, the distance between the upper portions of the two clamping plates is small, the distance between the lower portions of the two clamping plates is large, the hook 171 at the top end extends inwards in a free state, the clamping plate panel is fixedly mounted on the corresponding cushion block 140, the two clamping plates can also be directly and fixedly mounted on the cushion block, and the clamping plate panel and the panel are integrated under the situation without clear boundary. The lower chord ribs 131 on the two sides of the steel bar truss are respectively clamped in the clamping plates on the corresponding sides and enter the groove-shaped areas 173 below the bent hooks on the top ends of the corresponding clamping plates, the connecting piece is installed on the corresponding cushion blocks in appropriate modes such as screw fastening and bonding to form the connecting assembly with the cushion blocks, the connecting assembly can be fastened on the panel through self-tapping screws 176, the lower chord ribs on the two sides of the steel bar truss are aligned with the two clamping plates and put down, the top ends of the two clamping plates can be opened by means of the gravity of the steel bar truss, the lower chord ribs fall between the two clamping plates and enter the groove-shaped areas formed by the clamping plates and the bent hooks on the top of the clamping plates, the clamping plates clamp the steel bar truss from the two sides of the lower chord ribs on the two sides by means of the elasticity of the clamping plates, the inclination angle of the clamping plates, the sizes of each part and the elasticity can be set according to actual needs, and the lower part of the steel bar truss can enter the two clamping plates and be clamped.

The clamping plate panel is provided with through holes for mounting screws, and self-tapping screws can be used for directly tapping corresponding through holes without presetting the through holes and fastening the cushion block on the panel. The head expanding groove for accommodating the screw can be arranged at the upper part of the through hole, a vertical long groove 174 covering the expanding section can also be arranged, the self-tapping screw is screwed in the long groove, and the head for accommodating the self-tapping screw is in a long groove form, so that the self-tapping screw can be screwed in any position in the vertical direction, and the position of the self-tapping screw (or fasteners such as other screws) can be more easily and flexibly arranged in the long groove form than the independent expanding groove form, so that the assembling operation is convenient.

The U-shaped connecting piece preferably adopts a cushion block and clamping plate integrated structure, a clamping plate part and a cushion block part are formed in one step, and the cushion block and clamping plate integrated structure can be used as a cushion block with a clamping structure.

Another preferred embodiment of the connecting piece is the C-shaped connecting piece, the overall structure of which is C-shaped, the C-shaped connecting piece is divided into two symmetrical C-shaped connecting pieces, the two symmetrical C-shaped connecting pieces are used in a matched manner, the two symmetrical C-shaped connecting pieces are equivalent to cutting the U-shaped connecting piece from the middle, and are divided into a left part and a right part, which are respectively in a positive C shape and a reverse C shape, and are respectively called as a left connecting piece and a right connecting piece, each connecting piece is only provided with a single-side clamping plate on the corresponding side, the two connecting pieces are respectively used for clamping the corresponding lower chord bars on the left side and the right side of the steel bar truss, and for the same steel bar truss, the left connecting piece and the right connecting piece can be symmetrically arranged, also can be vertically arranged at intervals, and are alternately distributed.

The left connecting piece and the right connecting piece are preferably of a cushion block and clamping plate integrated structure, an integrated connecting piece with a cushion block function and a connecting piece function is formed, and the integrated connecting piece can be a metal piece, a plastic piece or other materials.

The cushion block and the connecting piece can be selected according to actual requirements to realize a required connection mode. For example, in the reinforcing steel bar truss fixing formwork, the fixing connection mode of the reinforcing steel bar mesh, the reinforcing steel bar truss and the panel can be as follows: the steel bar truss is fixedly connected with the panel through a connecting piece, and then the steel bar mesh and the cushion block are clamped between the steel bar mesh and the cushion block to realize fixation. In this case, the panel, the spacer, the mesh reinforcement and the steel bar truss may not be fixedly connected to each other. However, the cushion block can be fixed on the panel by means of adhesion, screw fastening, nailing and the like, so that the assembling operation is convenient, and the connection strength and reliability of the steel bar truss fixing template are improved.

When the cushion blocks used for limiting the distance are arranged between the reinforcing mesh and the panel, the reinforcing mesh, the reinforcing truss and the panel in the reinforcing truss fixing template can be fixedly connected in the following modes: the steel bar truss is fixedly connected with the cushion block through the connecting piece, the cushion block is fixedly arranged on the panel, and then the steel bar mesh is clamped between the cushion block and the steel bar truss. Due to the clamping effect, especially due to the fact that the positioning grooves matched with the transverse steel bars are formed in the cushion blocks, the steel bar net is difficult to move after being clamped, and the steel bar net does not need to be fixed additionally.

Under the connection mode, the inverted V-shaped connecting piece can be used for realizing the fixed connection of the steel bar truss and the panel and can also be used for realizing the fixed connection of the steel bar truss and the cushion block.

The U-shaped connecting piece or the C-shaped connecting piece can be used for fixedly connecting the steel bar truss with the cushion block, the left connecting piece and the right connecting piece are preferably arranged alternately or symmetrically in the vertical direction, and the single-side clamping plates of the left connecting piece and the right connecting piece are respectively clamped on the transverse outer sides of the lower chord ribs on the corresponding sides of the steel bar truss.

The U-shaped connecting member or the C-shaped connecting member integrated with the spacer block may be regarded as a clamping structure on the spacer block for connecting the steel bar truss, and the spacer block may be regarded as a spacer block provided with the clamping structure.

In order to facilitate the manufacturing, storage and transportation processes and facilitate the integrity of the steel bar truss, in the manufacturing process of the steel bar truss fixed template, the cushion block is usually firstly placed at a set position on the panel, the cushion block is fixed on the panel through self-tapping screw fastening, nailing, bonding and the like, then the steel bar mesh is placed on the cushion block, the corresponding transverse steel bar on the steel bar mesh is placed on the steel bar positioning groove of the corresponding cushion block, so that the laying and positioning of the steel bar mesh are facilitated, then the steel bar truss is placed on the steel bar mesh, the steel bar truss is fastened with the panel through a connecting piece, or the corresponding lower chord steel bar is fixed through a clamping plate/clamping groove structure on the cushion block, so that the steel bar truss fixed template is formed.

In the manufacturing process of the steel bar truss fixing template, the panel is generally horizontally placed below, and the cushion block, the steel bar mesh and the steel bar truss are sequentially placed from bottom to top.

In the manufacturing process of the steel bar truss fixed template, the longitudinal steel bars and the transverse steel bars are welded into a net and then assembled, so that the integrity of the steel bar net is improved, the steel bars are prevented from moving or separating, the automatic processing is facilitated, the actions of a processing machine are reduced, and the production efficiency is improved.

In the construction of the shear wall structure, the erecting position of the steel bar truss fixing template is according to the design requirement.

For the shear wall body, the distance between the panels of the shear wall formworks on the two sides forms the thickness of the reinforced concrete shear wall body, the steel bars in the steel bar truss fixing formworks and the steel bars of the steel bar connecting frames at the nodes form main steel bars of the shear wall body, and the steel bars do not need to be additionally arranged except a small amount of connecting bars required under certain conditions, so that the field effect is greatly facilitated, and edge members (if any, the same below) and interlayer connection of the shear wall body can be realized according to the prior art.

The steel bar connecting frames are arranged in the shear wall body at the transverse connecting position and supported between the steel bar meshes of the two side fixing templates, the steel bar connecting frames can be used as supporting pieces between the two side fixing templates to carry out tie supporting to ensure the distance between the two side fixing templates, and if necessary, cushion pieces can be arranged between the steel bar connecting frames and the steel bar meshes of the shear wall templates at one side or two sides to form the required distance, and the cushion pieces can adopt any suitable forms such as the existing cushion block form and the like and can be called as additional supporting pieces.

Generally, the steel bar connecting frames at the nodes of the shear wall body can be installed in place, and then the shear wall formworks located on the outer sides of the steel bar connecting frames are installed.

According to design requirements, a space which is usually smaller than 10mm is reserved between panels of horizontally adjacent shear wall templates on the same side, the space can be used as an expansion joint and can facilitate installation operation, and after the fixed templates are installed and fixed, the fixed templates can be sealed from the gap by using adhesive tapes or other suitable objects.

The edge members and the interlayer connections of the shear wall bodies can be according to the prior art, and the connections between the shear wall bodies and other wall bodies can also be according to the prior art.

The specifications of a plurality of standardized reinforcing steel bar truss fixing templates can be designed so as to be beneficial to industrial production, and the reinforcing steel bar truss fixing templates with the specifications can be adapted to requirements during design and use.

The concrete pouring and curing related to the invention can be carried out by adopting a conventional concrete pouring and curing mode, and the vibration can be carried out by adopting the conventional vibration mode. According to the prior art, the mutual contact and consolidation of the pouring concrete of each part at the joint part can be realized.

A plurality of vent holes can be formed in the face plate of the steel bar truss fixing formwork according to needs, so that internal bubbles formed in the concrete pouring and vibrating processes can be discharged conveniently.

The vent holes can be formed before the steel bar truss fixed formwork leaves a factory. For example, holes may be drilled at positions near four corners of the face plate (for example, positions 15mm from each side edge), or holes may be drilled on site with an electric drill or the like at positions where air bubble holes are likely to occur after the reinforcing steel bar truss fixing form plate is fixed on site.

The technical means disclosed by the invention can be combined arbitrarily to form a plurality of different technical schemes except for special description and the further limitation that one technical means is another technical means.

Claims

1. A construction method for separating a concrete shear wall structure from pipelines in a wall body comprises the construction of the shear wall structure and the construction of the pipelines in the wall body, wherein in the construction of the shear wall structure, a steel bar truss fixed template is used as a shear wall template for shear wall concrete pouring, a precast concrete layer is not arranged on the steel bar truss fixed template, after the shear wall concrete pouring, a panel of the steel bar truss fixed template is fixedly connected to the surface of the shear wall concrete layer and is not detached, the panel is made of a non-metal panel, the non-metal panel is adapted to the texture requirement of people on the wall surface and is also adapted to a machining mode to process the panel used as the wall surface, in the construction of pipelines in the wall body, a groove for laying a pipeline is formed in the panel on the surface of the wall body of the shear wall, the wall body structure is not damaged, the pipeline is arranged in the groove, the reinforcing bar truss fixing template comprises a panel, a reinforcing bar net and a reinforcing bar truss, the reinforcing bar net, the reinforcing bar truss and the panel are connected into a whole, the reinforcing bar net and the reinforcing bar truss in the reinforcing bar truss fixing template are fixedly connected in a concrete layer of the shear wall to form a reinforcing bar of the concrete layer of the shear wall, and the connecting piece is any one of the following:

the connecting piece is a U-shaped connecting piece or a C-shaped connecting piece and is used for realizing the fixed connection of the steel bar truss and the cushion block, the U-shaped connecting piece is provided with a left clamping plate and a right clamping plate which are symmetrical to each other, the left clamping plate and the right clamping plate are connected to an integrated base or an independent base used as the cushion block, and the left clamping plate and the right clamping plate are respectively clamped at the transverse outer sides of the lower chord bars at the corresponding sides of the steel bar truss; the C-shaped connecting piece comprises a left connecting piece and a right connecting piece which are symmetrical to each other, the C-shaped connecting pieces in the two forms are matched for use, the left connecting piece and the right connecting piece are respectively provided with single-side clamping plates on respective corresponding sides, the single-side clamping plates are connected to an integrated base or an independent base, the integrated base and the cushion block are integrated into a whole, the independent base is an independent workpiece and is fixedly connected to the cushion block, the left connecting piece and the right connecting piece are alternately or symmetrically arranged in the vertical direction, the single-side clamping plates of the left connecting piece and the right connecting piece are respectively clamped on the transverse outer sides of lower chord bars on the corresponding sides of the steel bar truss,

the steel bar truss shear wall comprises a steel bar truss fixed formwork, wherein the steel bar truss fixed formwork is located on the same layer of the same wall surface, a straight-line-shaped steel bar connecting frame is arranged at the straight-line-shaped node, the straight-line-shaped steel bar connecting frame is in a straight line shape and comprises two rectangular connecting portions distributed in a straight line shape, the two rectangular connecting portions of the straight-line-shaped steel bar connecting frame are respectively arranged between steel wire nets of the steel bar truss fixed formworks of the wall bodies on two sides of the node, the straight-line-shaped steel bar connecting frame is installed in place before the adjacent steel bar truss fixed formworks are erected, the straight-line-shaped steel bar connecting frame comprises connecting side vertical steel bars and stirrups, the vertical projections of the stirrups are rectangular, the connecting side vertical steel bars are respectively located at four corners of the rectangular vertical projections of the stirrups and are fixedly connected with the stirrups, the left and right transverse portions of the connecting frames respectively form two rectangular connecting portions in the corresponding directions, each rectangular connecting portion respectively extends to the steel wire nets of the steel bar truss fixed formworks of the wall bodies on two sides of the connecting node, the straight-line-shaped steel bar connecting frame is fixedly connected in the corresponding node areas, and the shear wall bodies are integrally manufactured in a factory.

2. The construction method according to claim 1, wherein a raceway and/or a threading pipe for laying a pipeline is installed in the trench, or a pipeline is directly laid in the trench.

3. The construction method as claimed in claim 2, wherein the trench is closed after the threading pipe is installed in the trench or the pipeline is laid.

4. The construction method according to claim 1, wherein the grooves for laying the pipeline are formed by cutting the panel along the edges of the two grooves, cutting the panel through the concrete layer without damaging the concrete layer, and removing the panel between the two cutting lines to form the grooves.

5. The construction method according to claim 1, wherein the mesh reinforcement in the steel bar truss fixing form is located between the steel bar truss and the face plate, spacers for defining a space therebetween are provided between the mesh reinforcement and the face plate, the spacers are provided between the lower chord of the steel bar truss and the face plate, the number of the spacers between the same lower chord and the face plate is plural, the mesh reinforcement of the steel bar truss fixing form is formed by connecting a plurality of longitudinal bars and a plurality of transverse bars, the transverse bars of the mesh reinforcement are located on the near-face plate side of the longitudinal bars, the steel bar truss is arranged longitudinally, the lower chord thereof is located on the near-face plate side of the upper chord thereof and is parallel to the longitudinal bars of the mesh reinforcement, the number of the steel bar trusses in the steel bar truss fixing form is one or plural, when the number is plural, the steel bar trusses are parallel to each other, the mesh reinforcement side surface of the spacers are provided with transverse bar positioning grooves, and the transverse bars are provided on the transverse bar positioning grooves on the spacer in contact therewith.

6. The construction method according to claim 5, wherein when a plurality of layers of steel bar truss fixing forms are provided on the same wall surface of the shear wall structure, a space is left between the panels of the upper and lower adjacent steel bar truss fixing forms, the lower ends of the vertical steel bars in the steel bar meshes of the steel bar truss fixing forms do not exceed the corresponding end edges of the panels, the upper ends of the vertical steel bars in the steel bar meshes of the steel bar truss fixing forms exceed the corresponding end edges of the panels and extend upwards to form connecting steel bars for connection with the upper layer wall structure, and both ends of the transverse steel bars in the steel bar meshes of the steel bar truss fixing forms do not exceed the corresponding end edges of the panels.

7. The construction method according to claim 5, wherein the reinforcing mesh, the reinforcing truss and the face plate are fixedly connected by any one of the following methods:

when a cushion block used for limiting the distance is arranged between the reinforcing mesh and the panel, the steel bar truss is fixedly connected with the cushion block through a connecting piece, and the cushion block is fixedly connected to the panel.

8. The construction method according to claim 7, wherein the construction of the shear wall structure comprises the following construction steps:

template installation: installing steel bar truss fixing templates serving as shear wall templates on two sides in place, wherein the steel bar truss fixing templates are vertically arranged, the face plates of the steel bar truss fixing templates face outwards, and the steel bar trusses face inwards;

fixing the templates on two sides: the steel bar truss fixing templates on two sides are fixed in a pulling mode through the pulling pieces and the supporting pieces;

pouring concrete: pouring concrete between the reinforcing steel bar truss fixed templates on the two sides;

wall body maintenance: and (5) curing the cast-in-place concrete according to the requirement.

9. The construction method according to any one of claims 1 to 8, wherein:

in the formwork installation step, the steel bar truss fixed formworks on the two sides of the wall body are symmetrically arranged, the sizes of the panels of the steel bar truss fixed formworks opposite to the two sides are equal, and a gap is reserved between the horizontally adjacent steel bar truss fixed formworks on the same side;

when a T-shaped node exists in a shear wall body, a T-shaped steel bar connecting frame is arranged at the T-shaped node, is T-shaped and comprises three rectangular connecting parts distributed in a T shape, the three rectangular connecting parts of the T-shaped node steel bar connecting frame are respectively arranged between steel wire meshes of steel bar truss fixing templates of wall bodies on each side of the node, and the T-shaped node steel bar connecting frame is installed in place before adjacent steel bar truss fixing templates are erected;

when an L-shaped node exists in a shear wall body, an L-shaped steel bar connecting frame is arranged at the L-shaped node, is L-shaped and comprises two rectangular connecting parts distributed in an L shape, the two rectangular connecting parts of the L-shaped node steel bar connecting frame are respectively arranged between steel wire meshes of steel bar truss fixing templates of wall bodies on each side of the node, and the L-shaped node steel bar connecting frame is installed in place before adjacent steel bar truss fixing templates are erected;

when a cross node exists in the shear wall body, a cross steel bar connecting frame is arranged at the cross node and is in a cross shape and comprises four rectangular connecting parts distributed in a cross shape, the four rectangular connecting parts of the cross node steel bar connecting frame are respectively arranged between steel wire meshes of steel bar truss fixing templates of wall bodies on each side of the node, the cross node steel bar connecting frame is firstly installed in place before adjacent steel bar truss fixing templates are erected,

in the step of fixing the formworks, the corresponding rectangular connecting parts of the steel bar connecting frames positioned at the nodes are used as supporting pieces to limit the distance between the steel bar truss fixed formworks on the two sides of the wall body, when the thickness of the corresponding rectangular connecting parts is smaller than the set distance between the steel wire meshes of the steel bar truss fixed formworks on the two sides of the wall body, additional supporting pieces are additionally arranged, and the additional supporting pieces are padded between the rectangular connecting parts and the steel wire meshes on one side or between the rectangular connecting parts and the steel wire meshes on the two sides.

10. The construction method according to claim 9, wherein the steel bars of the steel bar truss formwork and the steel bar connecting frames of the nodes are used as the wall steel bars of the shear wall, and no additional construction steel bars are required to be arranged in the main body of the shear wall.