阅读说明：本技术 一种装配式混凝土剪力墙支撑结构及其安装方法 (A kind of assembly concrete shearing wall support structure and its installation method ) 是由 刘宋祥 于 2019-09-06 设计创作，主要内容包括：本发明涉及一种装配式混凝土剪力墙支撑结构及其安装方法,属于剪力墙支撑结构技术领域,其技术方案要点,包括：与预制墙体两侧地面相固定的、用于检测预制墙体垂直度的L形板；交接在L形板贴合地面一侧端部上的垫板；设于L形板上用于固定垫板的固定组件；铰接在L形板顶部用于抵触预制墙体外侧的抵压板；一端交接在抵压板上、另一端抵触在垫板上的支撑件；以及设于垫板上用于限制支撑件、以使抵压板对预制墙体进行抵触的限位组件。本发明的剪力墙支撑结构在使用时,能够很方便的实现对预制墙体的加固工作,从而可以简化工序,节省时间,提高工作效率。(The present invention relates to a kind of assembly concrete shearing wall support structure and its installation methods, belong to shearing wall support structure technical field, drip irrigation device, comprising: L shaped plate mutually fix with precast wall body two sides ground, for detecting precast wall body verticality；Join the backing plate on L shaped plate fitting ground side end；For fixing the fixation kit of backing plate in L shaped plate；It is hinged at the top of L shaped plate and compresses plate on the outside of precast wall body for contradicting；One end joins on compressing plate, the other end contradicts the supporting element on backing plate；And for limiting supporting element, so as to compress the limit assembly that plate contradicts precast wall body on backing plate.Shearing wall support structure of the invention when in use, can very easily realize the reinforcement to precast wall body, so as to simplify process, save the time, improve working efficiency.)

1. a kind of assembly concrete shearing wall support structure characterized by comprising with precast wall body (1) two sides ground phase L shaped plate (2) fixed, for detecting precast wall body (1) verticality；

Join the backing plate (21) on L shaped plate (2) fitting ground side end；

For fixing the fixation kit of backing plate (21) on L shaped plate (2)；

It is hinged at the top of L shaped plate (2) and compresses plate (3) on the outside of precast wall body (1) for contradicting；One end handover is compressing plate (3) The upper, other end contradicts the supporting element on backing plate (21)；And it is set on backing plate (21) for limiting supporting element, so as to compress plate (3) limit assembly that precast wall body (1) is contradicted.

2. a kind of assembly concrete shearing wall support structure according to claim 1, which is characterized in that the supporting element It include: to be hinged on to compress to compress bar (31) on plate (3)；Screw thread, which is set in, compresses bar (31) far from compressing on plate (3) one end Empty cylinder (32)；And empty cylinder (32) are threaded in far from the extension rod (33) for compressing bar (31) one end.

3. a kind of assembly concrete shearing wall support structure according to claim 1, which is characterized in that the limit group Part includes: the limit plate (22) being fixed on backing plate (21)；Extending direction along L shaped plate (2) is provided on limit plate (22) Multiple limiting slots (23) mutually chimeric with extension rod (33).

4. a kind of assembly concrete shearing wall support structure according to claim 3, which is characterized in that the limiting slot (23) opening inclination direction compresses the side of plate (3).

5. a kind of assembly concrete shearing wall support structure according to claim 1, which is characterized in that described fixed group Part includes: the bar shaped port (4) being provided on L shaped plate (2)；The fixed link (41) being interspersed in bar shaped port (4)；And screw thread It is connected to the ring block (42) of fixed link (41) end.

6. a kind of assembly concrete shearing wall support structure according to claim 1, which is characterized in that the L shaped plate (2) and the bottom face of backing plate (21) is sticked flexible buffer board (24).

7. a kind of assembly concrete shearing wall support structure according to claim 1, which is characterized in that the L shaped plate (2) slidingtype is connected with support bar (25) along the vertical direction for top two sides, and the top installation of the support bar (25) is useful The loading plate (26) of plate (3) is compressed in carrying, the L shaped plate (2) is equipped with for lock support item (25) so that support bar (25) it is in the locking piece in predetermined position.

8. a kind of assembly concrete shearing wall support structure according to claim 7, which is characterized in that the locking piece It include: the mounting blocks (27) being mounted on L shaped plate (2) two sides and support bar (25), screw thread is interspersed in installation along the vertical direction Threaded rod (28) between block (27).

9. a kind of assembly concrete shearing wall support structure according to claim 1, which is characterized in that the L shaped plate (2) it is connected between several reinforcing rods (29), the angle between the reinforcing rod (29) and L shaped plate (2) bottom face is 30-45 °.

10. a kind of assembly concrete shearing wall support structure installation method, based on the coagulation any in claim 1-9 Native shear wall, includes the following steps:

Step 1: it drills in the predetermined position on precast wall body (1) two sides ground, L shaped plate (2) is fixed on to the predetermined position on ground On, so that L shaped plate (2) fits close to the side of precast wall body (1) with precast wall body (1)；

Step 2: adjusting support bar (25) and arrive scheduled position, and backing plate (21) is rotated to position and the fixation on fitting ground；

Step 3: empty cylinder (32) is rotated, so that compressing plate (3) compresses metope, extension rod (33) and scheduled limiting slot (23) phase Matching.

Technical field

The present invention relates to shearing wall support structure technical field more particularly to a kind of assembly concrete shear wall support knots Structure and its installation method.

Background technique

Fabricated shear wall is a seed type of prefabricated concrete structure, due to the convenience of fabricated shear wall and reliable Property, in building construction process, it generally will use more prefabricated assembled shear wall.

Currently, needing to be hung to precast wall body by Suspenoing apparatus scheduled during assembling fabricated shear wall At position, so that the location hole of precast wall body is mutually chimeric with the spacer bar on ground, then precast wall body is carried out again vertical Degree detection, so that precast wall body is perpendicular to the ground, then installs structure with oblique member further to reinforce precast wall body.

But when carrying out measuring for verticality and installation structure with oblique member to precast wall body, general procedure is more complicated, It needs to determine predetermined installation site on precast wall body and ground, structure with oblique member is then mounted on pre- Dingan County by bolt again On holding position, if project amount is larger, biggish manpower and material resources will certainly be consumed, to influence working efficiency.

Summary of the invention

In view of the deficiencies of the prior art, the present invention intends to provide a kind of assembly concrete shear wall support Structure can very easily realize the reinforcement to precast wall body, so as to simplify process, save the time, improve work Efficiency.

Above-mentioned purpose of the invention has the technical scheme that

A kind of assembly concrete shearing wall support structure, include: with precast wall body two sides ground it is mutually fixed, for detecting The L shaped plate of precast wall body verticality；Join the backing plate on L shaped plate fitting ground side end；For fixing in L shaped plate The fixation kit of backing plate；It is hinged at the top of L shaped plate and compresses plate on the outside of precast wall body for contradicting；One end handover is compressing plate The upper, other end contradicts the supporting element on backing plate；And for limiting supporting element, so as to compress plate to dry wall on backing plate The limit assembly that body is contradicted.

By adopting the above technical scheme, when needing to be supported precast wall body, L shaped plate can be fixed on to the pre- of ground Positioning is set, so that two outsides of L shaped plate fit respectively at ground and precast wall body surface, so as to precast wall body Verticality detected, reduce precast wall body occur deviate predetermined direction the case where, on rotary cushion board to scheduled position When, using the fixation kit of setting, backing plate can be fixed on the ground, and what is be arranged compresses plate, it can be with supporting element phase Mutually cooperation, so that the outside for compressing plate and precast wall body is inconsistent, then cooperates limit assembly, can be very easily by supporting element It is limited on scheduled position, through the above scheme, effectively precast wall body can be reinforced, so as to simplify work Sequence improves working efficiency.

The present invention is further arranged: the supporting element includes: to be hinged on to compress to compress bar on plate；Screw thread be set in Compression bar is far from the empty cylinder compressed on plate one end；And empty cylinder is threaded in far from the extension rod for compressing bar one end.

By adopting the above technical scheme, the empty cylinder of setting can be by rotating empty cylinder when needing to adjust the length of supporting element Come the length for adjusting extension rod Yu compressing bar, facilitate operation, meanwhile, also carrying easy to disassemble.

The present invention is further arranged: the limit assembly includes: the limit plate being fixed on backing plate；Along the extension of L shaped plate Direction is provided with multiple limiting slots mutually chimeric with extension rod on limit plate.

By adopting the above technical scheme, the limit plate and limiting slot of setting can match different according to the length of extension rod Limiting slot matches with extension rod, convenient to limit supporting element.

The present invention is further arranged: the opening inclination direction of the limiting slot compresses the side of plate.

By adopting the above technical scheme, the opening direction of limiting slot is limited, supporting element sheet thus may be used as what is be obliquely installed So that the inner wall of limiting slot and the end contact face product of extension rod are bigger, be conducive to the stability for improving gag lever post.

The present invention is further arranged: the fixation kit includes: the bar shaped port being provided in L shaped plate；It is interspersed in bar shaped Fixed link in port；And it is threaded in the ring block of fixed boom end.

By adopting the above technical scheme, when needing fixed L shaped plate, fixed link can be inserted into the predetermined hole on ground, Then rotary annular block, so that ring block is inconsistent with L shaped plate, so as to very easily limit L shaped plate.

The present invention is further arranged: the bottom face of the L shaped plate and backing plate, which is sticked, flexible buffer board.

By adopting the above technical scheme, the buffer board of elasticity is set, the stiction between ground and buffer board can be increased, So that L shaped plate fixation is more stable, meanwhile, during extension rod is embedded in limiting slot, buffer board can use itself Elastic force, to extension rod have certain elastic reactance so that extension board contradicted with limiting slot inner wall it is even closer.

The present invention is further arranged: slidingtype is connected with support bar along the vertical direction for the top two sides of the L shaped plate, Be equipped at the top of the support bar for carrying the loading plate for compressing plate, the L shaped plate be equipped with for lock support item with Support bar is set to be in the locking piece in predetermined position.

By adopting the above technical scheme, the support bar of setting can be slided along the two sides of L shaped plate, and the lock being arranged Determine part, then very easily support bar can be limited on scheduled position, adjusts the work for supporting platen elevation so as to reach With allowing the support construction to be adapted to the precast wall body of different height.

The present invention is further arranged: the locking piece includes: the mounting blocks being mounted on L shaped plate two sides and support bar, Screw thread is interspersed in the threaded rod between mounting blocks along the vertical direction.

By adopting the above technical scheme, when needing to adjust the height of support bar, rotating threaded rod can very easily be passed through, Screw rod can drive support bar to go up and down during rotation, so as to easily adjust the height for compressing plate, this structure It is easy to operate, it is easy to accomplish.

The present invention is further arranged: several reinforcing rods, the reinforcing rod and L shaped plate bottom end are connected between the L shaped plate Angle between face is 30-45 °.

By adopting the above technical scheme, the reinforcing rod of setting can reinforce L shaped plate, so that entire support construction Intensity is increased, and is conducive to increase the consolidation effect to precast wall body.

The present invention, which also resides in, provides a kind of assembly concrete shear wall construction method, includes the following steps:

Step 1: it drills in the predetermined position on precast wall body two sides ground, L shaped plate is fixed on the predetermined position on ground, is made L shaped plate is obtained to fit close to the side of precast wall body with precast wall body；

Step 2: support bar is adjusted to scheduled position, backing plate is rotated to position and the fixation on fitting ground；

Step 3: empty cylinder is rotated, is matched so that compressing plate and compressing metope, extension rod and scheduled limiting slot.

By adopting the above technical scheme, by drilling, L shaped plate can be fixed on to the predetermined position on ground by fixed link Place, allows L shaped plate and the outer wall of precast wall body inconsistent, so as to facilitate the verticality of detection precast wall body, and adjusts Support bar is saved, then can be adapted to the precast wall body of different height according to the actual situation, conveniently find out precast wall body and suitably support Point, the mutual cooperation of the limiting slot and extension rod of setting, then can limit and compress plate, so as to play reinforcing to precast wall body Effect, reduce the case where it shakes.

In conclusion the invention has the following advantages:

L shaped plate can be fixed on to the pre-position on ground by setting L shaped plate and fixation kit, the mutual cooperation of the two, The supporting element and locating part that L shaped plate detects the verticality of precast wall body, and is arranged, limit assembly can incite somebody to action Supporting element is limited at scheduled position, so that supporting element reinforces precast wall body；

By setting support bar and locked component, unlock limitation of the component to support bar, can very easily adjust and compress The height of plate allows and compresses the precast wall body that the position that plate compresses is adapted to different height, further expansion support construction The scope of application.

Detailed description of the invention

Fig. 1 is the overall structure diagram of the embodiment of the present invention；

Fig. 2 is the enlarged drawing in Fig. 1 at A.

Appended drawing reference: 1, precast wall body；2, L shaped plate；21, backing plate；22, limit plate；23, limiting slot；24, buffer board；25, it supports Item；26, loading plate；27, mounting blocks；28, threaded rod；29, reinforcing rod；3, plate is compressed；31, bar is compressed；32, empty cylinder；33, extend Bar；4, bar shaped port；41, fixed link；42, ring block.

Specific embodiment

Below in conjunction with attached drawing, invention is further described in detail.

The present embodiment: a kind of assembly concrete shearing wall support structure, as depicted in figs. 1 and 2, in precast wall body 1 It is provided with L shaped plate 2 on the ground of two sides, when needing to detect the verticality of precast wall body 1, can use fixation kit for L shaped plate 2 It is fixed on the predetermined position on ground.

In the present embodiment, fixation kit includes: the bar shaped port 4 being provided on 2 loading end of L shaped plate；It is interspersed in bar shaped Fixed link 41 in port 4；And it is threaded in the ring block 42 of 41 end of fixed link, in the vertical of detection precast wall body 1 When spending, can first it drill in the pre-position on ground, then fixed link 41 is passed through into bar shaped port 4 and is inserted in the hole, at other In embodiment, fixed link 41 can also be connect with hole inner thread, mobile L shaped plate 2 so that L shaped plate 2 and ground it is perpendicular one Side and the outer wall of precast wall body 1 fit, and are then threaded in ring block 42 on the end of fixed link 41, thus to L shape Plate 2 is fixed, and passes through this scheme, so that it may very easily detect the verticality of precast wall body 1.

Wherein, it is hinged at the top of L shaped plate 2 and compresses plate 3, compressing the rotation of plate 3 can be affixed with the outer wall of precast wall body 1 It closing, backing plate 21 is hinged on the side end that L shaped plate 2 is bonded ground, backing plate 21 can be fitted by rotation with ground, and Supporting element is also hinged on compressing plate 3, supporting element is inconsistent far from the one end and backing plate 21 for compressing plate 3, in addition, in backing plate 21 On be provided with limit assembly, limit assembly can limit supporting element, and supporting element is fixed on to the predetermined position of backing plate 21 On.

In the present embodiment, supporting element includes: and is hinged on to compress to compress bar 31 on plate 3, is compressing bar 31 far from compressing The end thread of plate 3 is arranged free cylinder 32, is connected with extension rod 33 far from the threaded one end for compressing bar 31 in empty cylinder 32, and limits Component includes: the limit plate 22 being fixed on backing plate 21, and limit plate 22 is in a strip shape, and the extension of extending direction and bar shaped port 4 Direction is consistent, and multiple limiting slots 23 are offered on the loading end of limit plate 22, and limiting slot 23 is linearly arranged in limit plate On 22.

After precast wall body 1 installs, then it can be overturn again with rotary cushion board 21 so that backing plate 21 fits with ground Compress plate 3, so that compressing plate 3 and the outer wall of precast wall body 1 fits, rotate empty cylinder 32 so that extension rod 33 with it is corresponding 23 phase of limiting slot is chimeric, to by extension rod 33 and compress bar 31 and fix, passes through this support construction, so that it may very easily Precast wall body 1 is reinforced, the case where preliminary precast wall body 1 for completing installation shakes is reduced.

In the present embodiment, in order to enable stronger, the opening of limiting slot 23 chimeric with limiting slot 23 of extension rod 33 Inclination is towards compressing the side of plate 3, when extension rod 33 is in contact with 23 inner wall of limiting slot, so that it may increase connecing between the two Contacting surface product, and the opening being obliquely installed, can also reduce extension rod 33 and the case where arbitrarily sliding occur.

Be sticked flexible buffer board 24 on the bottom face of L shaped plate 2 and backing plate 21, and buffer board 24 uses rubber material It made by matter, and is adhesively fixed by glue, the buffer board 24 of rubber material itself has elasticity, can increase and ground Between stiction then increase entire support construction so that backing plate 21 and L shaped plate 2 are bonded stronger with ground To the support strength of precast wall body 1.

It is connected with symmetrical support bar 25 in the top two sides slidingtype of L shaped plate 2, support bar 25 is slided along the vertical direction It is dynamic, and loading plate 26 is installed between the top of support bar 25, and the handover of plate 3 is compressed on the top end face of loading plate 26, together When, for fixed support 25, locking piece is provided in L shaped plate 2, support bar 25 can be firmly limited in by locking piece very much On scheduled position.

In the present embodiment, locking piece includes: the mounting blocks 27 being mounted in support bar 25 and L shaped plate 2, mounting blocks 27 In symmetrical above and below, and screw thread is interspersed with threaded rod 28 between mounting blocks 27, can be with when needing to adjust the height of support bar 25 Very easily by rotating threaded rod 28, threaded rod 28 can drive support bar 25 to be gone up and down during rotation, thus Achieve the purpose that adjust and compress 3 height of plate, allows and compress the precast wall body 1 that plate 3 is adapted to different height.

In addition, being equipped with multiple reinforcing rods 29 between the side wall and loading end of L shaped plate 2, reinforcing rod and L shaped plate 2 are carried Angle between face is 30-45 °, and preferred angle is 40 ° in the present embodiment, and reinforcing rod 29 can reinforce L shaped plate 2, is made The intensity for obtaining entire support construction is increased, and is conducive to increase the consolidation effect to precast wall body 1.

The present embodiment, which also resides in, provides a kind of assembly concrete shear wall construction method, includes the following steps:

Step 1: after precast wall body 1 is tentatively installed, position is then found on the ground of 1 two sides of precast wall body and is carried out L shaped plate 2 will be fixed on the bore position on ground, so that L shaped plate 2 is close to the one of precast wall body 1 by drilling by fixed link 41 Side fits with precast wall body 1,；

Step 2: rotating threaded rod 28 drives support bar 25 to be moved to scheduled height, rotary cushion board 21, so that the bottom of backing plate 21 Buffer board 24 and the ground of end face fit；

Step 3: rotating empty cylinder 32, adjusts extension rod 33 with the development length of bar 31, overturning is compressed and compresses plate 3, make its with it is prefabricated The outer wall of wall 1 fits, then the end of extension rod 33 is fitted into corresponding limiting slot 23, then rotates empty cylinder 32, so that Extension rod 33 and limiting slot 23 are inconsistent, so that supporting element is limited in L shaped plate 2, can then add to precast wall body 1 Gu.

This specific embodiment is only explanation of the invention, is not limitation of the present invention, those skilled in the art Member can according to need the modification made to the present embodiment and do not create contribution after reading this specification, but as long as in this hair All by the protection of Patent Law in bright scope of the claims.