CN210315967U - Prefabricated part mounting structure - Google Patents
Prefabricated part mounting structure Download PDFInfo
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- CN210315967U CN210315967U CN201920625870.6U CN201920625870U CN210315967U CN 210315967 U CN210315967 U CN 210315967U CN 201920625870 U CN201920625870 U CN 201920625870U CN 210315967 U CN210315967 U CN 210315967U
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Abstract
The utility model relates to a prefab mounting structure. The prefabricated part mounting structure comprises a prefabricated column and a prefabricated beam; the auxiliary mounting device comprises a support frame and a U-shaped frame, the support frame is arranged on the side portion of the prefabricated column, the support frame is arranged on the U-shaped frame, a first adjusting bolt is arranged on the U-shaped frame and is in threaded connection with a side plate of the U-shaped frame, one end of the prefabricated beam is erected in a U-shaped groove of the U-shaped frame, the first adjusting bolt is adjusted in a telescopic mode on the side plate of the U-shaped frame, and one end of the first adjusting bolt is abutted to the prefabricated beam to adjust the position of the prefabricated beam. The support frame is arranged on the side part of the prefabricated column, when the support frame is hoisted to hoist the prefabricated column, the sling is prevented from colliding with a column rib at the end part of the prefabricated column, and the hoisting is convenient; when the precast beam is hoisted, the horizontal placing position of the precast beam can be directly adjusted through the telescopic adjustment of the first adjusting bolt, so that the adjusting efficiency is improved, and the overall assembling construction efficiency is improved.
Description
Technical Field
The utility model relates to a construction technical field especially relates to a prefab mounting structure.
Background
With the development of industrial technology, the house can be built in batches like the production of machines, and the house can be built by only transporting the prefabricated house components to the construction site for assembly. The building formed by assembling the prefabricated parts on the construction site is called a fabricated building.
However, assembling between precast beams and columns involves the technical problems of hoisting of precast columns, hoisting of precast beams and the like. When the prefabricated column is hoisted, the collision between the column rib and the sling is easy to happen, and the hoisting efficiency is influenced; when the precast beam is hoisted, the situation that the precast beam is not placed in place easily occurs, the time consumption for adjustment is long, and the construction efficiency is influenced; moreover, when the cast-in-place is carried out, complex support is required, so that the safety risk is high, and the construction cost is increased.
SUMMERY OF THE UTILITY MODEL
Based on this, there is a need for a preform mounting structure. This prefab mounting structure, hoist and mount are convenient, and the efficiency of construction is high.
The technical scheme is as follows:
a prefabricated member mounting structure comprises a prefabricated column and a prefabricated beam; and the auxiliary mounting device comprises a support frame and a U-shaped frame, the support frame is arranged on the side part of the prefabricated column, the U-shaped frame is arranged on the support frame, a first adjusting bolt is arranged on the U-shaped frame and is in threaded connection with the side plate of the U-shaped frame, one end of the prefabricated beam is erected in a U-shaped groove of the U-shaped frame, the first adjusting bolt is adjusted in a telescopic mode on the side plate of the U-shaped frame, one end of the first adjusting bolt is abutted to the prefabricated beam, and the position of the prefabricated beam is adjusted.
According to the prefabricated part mounting structure, the supporting frame is arranged on the side part of the prefabricated column, when the supporting frame is hoisted to hoist the prefabricated column, a sling is prevented from colliding with a column rib at the end part of the prefabricated column, and the hoisting is convenient; when the precast beam is hoisted, the horizontal placing position of the precast beam can be directly adjusted through the telescopic adjustment of the first adjusting bolt, so that the adjusting efficiency is improved, and the overall assembling construction efficiency is improved.
The technical solution is further explained below:
in one embodiment, the support frame comprises a fixed plate and a support plate, the fixed plate and the prefabricated column are detachably fixed, an included angle is formed between the support plate and the fixed plate and is fixed, a reinforcing plate is further arranged between the support plate and the fixed plate, and the U-shaped frame is detachably and fixedly arranged on the support plate; or the U-shaped frame and the supporting frame are integrally arranged.
In one embodiment, the U-shaped frame comprises a bottom plate, a first side plate and a second side plate, the first side plate and the second side plate are fixedly arranged at two opposite ends of the bottom plate respectively, the first side plate, the second side plate and the bottom plate form a U-shaped groove, and the bottom plate and the supporting plate are detachably fixed; all be equipped with at least one first adjusting bolt on first curb plate and the second curb plate, still all set firmly at least one nut on first curb plate and the second curb plate, first adjusting bolt and nut threaded connection.
In one embodiment, the prefabricated member mounting structure further comprises a fastening piece, the supporting plate is provided with a hanging hole, the bottom plate is provided with a fastening hole corresponding to the hanging hole, and the fastening piece is matched and fixed with the hanging hole and the fastening hole.
In one embodiment, the support plate is provided with at least two first through holes at intervals, the bottom plate is provided with at least two second through holes at intervals, and the first through holes and the second through holes are correspondingly arranged.
In one embodiment, the first through hole is a screw hole or/and the second through hole is a screw hole, and the prefabricated member mounting structure further comprises at least two second adjusting bolts, wherein the second adjusting bolts are in threaded connection with the first through hole or/and the second through hole, so that the second adjusting bolts can move telescopically to adjust the position of the prefabricated beam.
In one embodiment, the prefabricated member mounting structure further comprises at least two second adjusting bolts, the lower surface of the supporting plate is provided with at least two supporting blocks at intervals, the supporting blocks are provided with screw holes corresponding to the first through holes, and the second adjusting bolts are in threaded connection with the supporting blocks.
In one embodiment, the auxiliary installation devices are multiple, the auxiliary installation devices are arranged on the periphery of the prefabricated column, the prefabricated beams are multiple and are arranged corresponding to the auxiliary installation devices, gap templates are further arranged between adjacent auxiliary installation devices, each gap template is provided with a first bending portion to form a first bending plate and a second bending plate, the first bending plates and the second bending plates are respectively butted with the side plates of the U-shaped frame, and one ends of the prefabricated beams, one ends of the prefabricated columns and the multiple gap templates are matched to form a beam column node pouring space.
In one embodiment, the gap form is further provided with a second bending portion and a third bending portion, the second bending portion is disposed on the first bending plate to form a third bending plate, the third bending portion is disposed on the second bending plate to form a fourth bending plate, and the third bending plate and the fourth bending plate are fitted in a gap between the side portion of the precast beam and the side plate of the U-shaped frame.
In one embodiment, the first bending plate and the second bending plate are vertically arranged, the third bending plate and the first bending plate are vertically arranged, and the fourth bending plate and the second bending plate are vertically arranged.
Drawings
FIG. 1 is an overall schematic view of a preform installation structure in an embodiment;
FIG. 2 is a side view of the preform mounting structure of the embodiment of FIG. 1;
FIG. 3 is a top view of the preform mounting structure of the embodiment of FIG. 1;
FIG. 4 is a schematic diagram of the embodiment of FIG. 1 during hoisting construction of a precast column;
FIG. 5 is a view showing the structure of the embodiment in which the supporting frame and the U-shaped frame are integrally provided;
FIG. 6 is a schematic view of the overall structure of the U-shaped frame in the embodiment;
FIG. 7 is a schematic view of the overall structure of the support frame in the embodiment;
fig. 8 is a schematic view of the overall structure of the gap template in the embodiment.
Reference is made to the accompanying drawings in which:
10. the auxiliary installation device comprises an auxiliary installation device 100, a support frame 110, a fixing plate 111, a fixing installation hole 120, a support plate 121, a lifting hole 130, a first through hole 140, a second adjusting bolt 150, a reinforcing plate 160, a support block 200, a U-shaped frame 210, a first side plate 220, a second side plate 230, a bottom plate 231, a fastening hole 232, a second through hole 240, a U-shaped groove 250, a first adjusting bolt 260, a nut 300, a gap template 310, a first bending part 311, a first bending plate 312, a second bending plate 320, a second bending part 321, a third bending plate 330, a third bending part 331, a fourth bending plate 400, a prefabricated column 500, a prefabricated beam 600, a beam column node pouring space 700 and a sling.
Detailed Description
The embodiments of the present invention will be described in detail below with reference to the accompanying drawings:
it will be understood that when an element is referred to herein as being "secured" to another element, it can be directly on the other element or intervening elements may also be present. When an element is referred to as being "connected" to another element, it can be directly connected to the other element or intervening elements may also be present. In contrast, when an element is referred to as being "directly on" another element, there are no intervening elements present. The terms "vertical," "horizontal," "left," "right," and the like as used herein are for illustrative purposes only and do not represent the only embodiments.
Unless defined otherwise, all technical and scientific terms used herein have the same meaning as commonly understood by one of ordinary skill in the art to which this invention belongs. The terminology used herein in the description of the invention is for the purpose of describing particular embodiments only and is not intended to be limiting of the invention. As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items.
Referring to fig. 1 to 3, a prefabricated member installation structure includes a prefabricated pillar 400 and a prefabricated beam 500; and the auxiliary mounting device 10, the auxiliary mounting device 10 includes a support frame 100 and a U-shaped frame 200, the support frame 100 is disposed on a side portion of the precast column 400, the U-shaped frame 200 is disposed on the support frame 100, the U-shaped frame 200 is provided with a first adjusting bolt 250, the first adjusting bolt 250 is in threaded connection with a side plate of the U-shaped frame 200, one end of the precast beam 500 is erected in a U-shaped groove 240 of the U-shaped frame 200, and the first adjusting bolt 250 is telescopically adjusted on the side plate of the U-shaped frame 200, so that one end of the first adjusting bolt 250 is pressed against the precast beam 500 to adjust the position of the precast beam 500, specifically, the horizontal placement position of the precast beam 500 is adjusted.
According to the prefabricated part mounting structure, the support frame 100 is arranged on the side part of the prefabricated column 400, when the support frame 100 is hoisted to hoist the prefabricated column 400, the sling 700 is prevented from colliding with the column rib at the end part of the prefabricated column 400, and the hoisting is convenient; when the precast beam 500 is hoisted, the horizontal placing position of the precast beam 500 can be directly adjusted through the telescopic adjustment of the first adjusting bolt 250, so that the adjustment efficiency is improved, and the overall assembly construction efficiency is improved.
In the conventional hoisting construction of the prefabricated column 400, a hoisting point (a hoisting point embedded part) is usually arranged at the top of the prefabricated column 400, and during hoisting, the sling 700 is easy to collide with a column rib at the end part of the prefabricated column 400, so that the hoisting efficiency is influenced; the beam bottom support of the precast beam 500 is usually performed by adopting a double-row arrangement support structure and a transverse square timber mode, when the precast beam 500 is hoisted, firstly, the elevation of the square timber needs to be adjusted, and then the precast beam 500 can fall on the square timber, and as the number of the support structures and the square timber is large, a large amount of time is consumed in the erection process and the elevation adjustment process, the hoisting efficiency is extremely low; in addition, since many square timbers provide many supporting points after the precast girders 500 are placed on the square timbers, it is very difficult to adjust the positions of the precast girders 500.
The prefab mounting structure that this embodiment provided is applied to the assembly of precast beam 500 and precast column 400, and especially the support butt joint of node position, when hoist and mount precast column 400, support frame 100 is established at the lateral part of precast column 400 to when hoist, as shown in fig. 4, the cooperation of the one end support frame 100 of hoist cable 700 articulates, and the other end is connected with the steel carrying pole, thereby can not collide with the post muscle of precast column 400 between, make the hoist and mount process more convenient smooth, promoted hoist and mount efficiency.
After the precast beam 500 in this embodiment is hoisted, one end of the precast beam is erected in the U-shaped groove 240 of the U-shaped frame 200, the U-shaped frame 200 is arranged on the support frame 100, the support frame 100 provides the bottom support of the U-shaped frame 200, after one end of the precast beam 500 is erected in the U-shaped groove 240, the first adjusting bolt 250 moves in a telescopic manner on the side plate of the U-shaped frame 200, when the first adjusting bolt 250 extends and retracts, one end of the first adjusting bolt abuts against the precast beam 500, so that the position of the precast beam 500 is adjusted by the abutting acting force, and further the horizontal position of the precast beam 500 is adjusted (can be finely adjusted), so that the position of the precast beam 500 is more accurate, compared with the adjustment of a square wood structure with multiple pivots, the position adjustment efficiency is greatly improved, and the hoisting efficiency of the precast beam 500.
The supporting frame 100 is arranged at the side part of the precast column 400, and mainly plays a role in supporting the U-shaped frame 200, and the U-shaped frame 200 enables the precast beam 500 to be approximately arranged in the U-shaped groove 240 through the arrangement of the U-shaped groove 240, so as to realize pre-positioning, and then fine-tuning through the first adjusting bolt 250, so as to realize the technical effect of quickly adjusting the position of the precast beam 500.
It should be noted that: the U-shaped frame 200 and the U-shaped groove 240 are not limited to have a strict U-shaped bottom structure (the bottom is arc-shaped), and the calling method adopts U-shaped meaning determination in the general mechanical field, such as the calling method of U-shaped steel, wherein U does not mean that the bottom is only arc-shaped, and the U-shaped frame 200 can be a bottom structure with a right angle included angle, and the like, as long as the U-shaped frame 200 can form a groove body, and one end of the precast beam 500 can be erected, and the description is omitted.
Further, both side plates of the U-shaped frame 200 are provided with the first adjusting bolts 250, so that the precast beam 500 can be more finely adjusted in position by the plurality of first adjusting bolts 250.
In addition, a plurality of auxiliary installation devices 10 may be arranged and distributed on a plurality of sides of the precast column 400, so as to realize the hoisting and erection of a plurality of precast beams 500; of course, when the precast beam 500 is hoisted and erected, both ends of the precast beam 500 may be erected on the U-shaped frames 200 of the two spaced precast columns 400 corresponding to the auxiliary installation devices 10, respectively, and will not be described again.
Referring to fig. 1, 2, 5 and 7, the supporting frame 100 includes a fixing plate 110 and a supporting plate 120, the fixing plate 110 is detachably fixed to the prefabricated column 400, the supporting plate 120 is fixed to the fixing plate 110 at an included angle, a reinforcing plate 150 is further disposed between the supporting plate 120 and the fixing plate 110, and the U-shaped frame 200 is detachably fixed to the supporting plate 120.
The fixing plate 110 is detachably fixed to the side of the prefabricated column 400, and the supporting plate 120 is vertically and integrally fixed to the fixing plate 110 to support the U-shaped frame 200 thereon; the reinforcing plate 150 further enhances the supporting capability.
Further, prefab mounting structure still includes first bolt and first nut, and first nut is pre-buried in prefab post 400, and fixed plate 110 is equipped with fixed mounting hole 111, and first bolt passes through fixed mounting hole 111 and first nut spiro union to set firmly fixed plate 110 in the side of prefab post 400.
The fixing holes 111 may be provided in plural, and the fixing holes 111 may also be screw holes, which are not described in detail.
Referring to fig. 5, the U-shaped frame 200 is integrally disposed with the supporting frame 100. When integrally disposed, the supporting plate 120 serves as a bottom plate 230 of the U-shaped frame 200, and will not be described in detail.
Referring to fig. 5 and 6, the U-shaped frame 200 includes a bottom plate 230, a first side plate 210 and a second side plate 220, the first side plate 210 and the second side plate 220 are respectively fixed at two opposite ends of the bottom plate 230, the first side plate 210, the second side plate 220 and the bottom plate 230 form a U-shaped groove 240, and the bottom plate 230 and the supporting plate 120 are detachably fixed; at least one first adjusting bolt 250 is arranged on each of the first side plate 210 and the second side plate 220, at least one nut 260 is fixedly arranged on each of the first side plate 210 and the second side plate 220, and the first adjusting bolt 250 is in threaded connection with the nut 260.
The first adjusting bolt 250 may be provided only on the first side plate 210, may be provided only on the second side plate 220, or may be provided on both the first side plate 210 and the second side plate 220.
The setting of nut 260 has improved first adjusting nut's regulation effect, avoids setting up the problem that the screw can't provide sufficient resistance and keep the position after adjusting on first curb plate 210 or second curb plate 220, satisfies the requirement of accurate regulation, no longer gives unnecessary details.
In particular embodiments, the support frame 100 may be a steel corbel structure.
Referring to fig. 6 and 7, the preform installation structure further includes a fastening member, the support plate 120 is provided with a hanging hole 121, the bottom plate 230 is provided with a fastening hole 231 corresponding to the hanging hole 121, and the fastening member is fixed to the hanging hole 121 and the fastening hole 231 in a fitting manner.
The fasteners are used to fix the support plate 120 and the base plate 230 to fix the support frame 100 and the U-shaped frame 200 together. Thus, the fastening hole 231 and the hanging hole 121 may each be a through hole structure, and the fastening member includes a bolt and nut fit for fastening; one of the fasteners can be a screw hole or both screw holes, and the fasteners are bolts, which are not described in detail.
During construction, the support frame 100 is fixed on the prefabricated column 400; then, as shown in fig. 4, the prefabricated column 400 is vertically arranged by the cooperation of the hanging holes 121 on the supporting frame 100 and the slings 700; then, the U-shaped frame 200 is fixed to the supporting frame 100. At this time, since the precast column 400 is hoisted, the function of the hanging hole 121 is realized, and then, the function of fixing the U-shaped frame 200 to the support frame 100 is realized by matching with the fastening hole 231 to realize the assembling fixation of the fastening member, thereby fixing the bottom plate 230 and the support plate 120 together.
Referring to fig. 6 and 7, the supporting plate 120 is provided with at least two first through holes 130 at intervals, the bottom plate 230 is provided with at least two second through holes 232 at intervals, and the first through holes 130 and the second through holes 232 are correspondingly arranged.
The first through hole 130 and the second through hole 232 are used to adjust the vertical placement position of the precast beam 500, and may be implemented in various ways. If a nut structure may be provided at the bottom of the support plate 120, the nut structure is provided at a position corresponding to the first through hole 130, and the second adjusting bolt 140 is engaged with the nut structure to achieve expansion and contraction, so as to adjust the vertical position of the precast beam 500.
In addition, the method can be realized by the following two specific embodiments:
the first method comprises the following steps: the first through hole 130 is a screw hole or/and the second through hole 232 is a screw hole, the prefabricated member mounting structure further comprises at least two second adjusting bolts 140, the second adjusting bolts 140 are in threaded connection with the first through hole 130 or/and the second through hole 232, so that the second adjusting bolts 140 can move in a telescopic mode, and the second adjusting bolts 140 can move in a telescopic mode to adjust the position of the prefabricated beam 500.
The effect principle of second adjusting bolt 140 is similar with first adjusting bolt 250's effect principle, through the upper and lower flexible removal of second adjusting bolt 140, make the upper end of second adjusting bolt 140 be located a certain height, thereby adjust precast beam 500 place the height, two at least second adjusting bolt 140's setting, the one end that makes precast beam 500 can be steady places at a certain height, if the other end has two second adjusting bolt 140 equally, then four second adjusting bolt 140's upper end all adjusts to a certain same height, so that precast beam 500 place highly more accurately.
In addition, when implemented, the fastening member may form the second adjusting bolt 140, and the fastening hole 231 is a screw hole. Under this kind of circumstances, the fastener also is second adjusting bolt 140, and at this moment, there is at least three second adjusting bolt 140, and a plane is confirmed to three second adjusting bolt 140's upper end, makes precast beam 500's vertical direction set up the height more accurate, no longer explains.
Secondly, referring to fig. 5 and 7, the preform installation structure further includes at least two second adjustment bolts 140, at least two support blocks 160 spaced apart from each other are provided on the lower surface of the support plate 120, the support blocks 160 are provided with screw holes corresponding to the first through holes 130, and the second adjustment bolts 140 are threadedly coupled to the support blocks 160.
Since the supporting function of the supporting plate 120 is limited, the supporting block 160 is provided to perform a better supporting function, and the supporting function of the precast beam 500 by the second adjusting bolt 140 is lifted.
Referring to fig. 1 to 4 and 8, a plurality of auxiliary installation devices 10 are provided, the auxiliary installation devices 10 are disposed on the periphery of the precast column 400, a plurality of precast beams 500 are provided and are disposed corresponding to the auxiliary installation devices 10, a gap formwork 300 is further disposed between adjacent auxiliary installation devices 10, the gap formwork 300 is provided with a first bending portion 310 to form a first bending plate 311 and a second bending plate 312, the first bending plate 311 and the second bending plate 312 are respectively abutted against the side plates of the U-shaped frame 200, so that one end of each of the precast beams 500, one end of the precast column 400 and each of the gap formworks 300 cooperate to form a column node casting space 600.
It should be noted that the precast column 400 may correspond to only one or two or three or more precast girders 500 for construction needs, so that two or more may be referred to herein.
Traditional template structure of pouring adopts the mode of plank sheathing with flitch usually, needs a large amount of manpower and material resources, and belongs to high altitude construction, not only inefficiency, the risk is big moreover (the mould rises that leaks to appear), and is with high costs.
Adopt gap template 300 to carry out enclosing of template to establish in this embodiment, gap template 300 can adopt metal material such as steel or take the elastic material preparation, and finish the back at precast beam 500 hoist and mount, inserts first bending plate 311 and second bending plate 312 and correspond the position and can accomplish to enclose and establish, and easy operation is convenient, and manpower and materials consumption is low, and the structural security of comparing the plank sheathing is higher.
The first bending plate 311 and the second bending plate 312 may be disposed at a vertical included angle, and correspond to the corner structure of the precast column 400, so as to form a beam-column node casting space 600 with a square structure, which is not described in detail.
The gap form 300 is mainly used for filling a gap between the ends of the adjacent precast beams 500 to perform subsequent pouring construction of beam-column joints, and therefore, the gap form 300 may be any form structure capable of closing the gap, and is not described in detail.
Referring to fig. 3 and 8, the slit template 300 further includes a second bending portion 320 and a third bending portion 330, the second bending portion 320 is disposed on the first bending plate 311 to form a third bending plate 321, the third bending portion 330 is disposed on the second bending plate 312 to form a fourth bending plate 331, and the third bending plate 321 and the fourth bending plate 331 are fitted in a gap between a side portion of the precast beam 500 and a side plate of the U-shaped frame 200.
Specifically, it may be: third bending plate 321 is perpendicular to first bending plate 311, and fourth bending plate 331 is perpendicular to second bending plate 312.
There is a gap between the side plate (the first side plate 210 or the second side plate 220) of the U-shaped frame 200 and the side portion of the precast beam 500, so the third bending plate 321 and the fourth bending plate 331 of the gap template 300 can be just filled in the corresponding gap, and when installing, the gap template 300 can be directly inserted into the corresponding gap to complete the installation, which not only has the function of clamping, but also has the function of filling the gap.
Of course, according to needs, sponge adhesive tapes and other structures can be arranged to realize all-dimensional plugging of the gap part, and the subsequent pouring construction quality is guaranteed.
The technical features of the embodiments described above may be arbitrarily combined, and for the sake of brevity, all possible combinations of the technical features in the embodiments described above are not described, but should be considered as being within the scope of the present specification as long as there is no contradiction between the combinations of the technical features.
The above-mentioned embodiments only represent some embodiments of the present invention, and the description thereof is specific and detailed, but not to be construed as limiting the scope of the present invention. It should be noted that, for those skilled in the art, without departing from the spirit of the present invention, several variations and modifications can be made, which are within the scope of the present invention. Therefore, the protection scope of the present invention should be subject to the appended claims.
Claims (10)
1. A preform mounting structure, comprising:
prefabricating columns and prefabricated beams; and
supplementary installation device, supplementary installation device includes support frame and U type frame, the support frame is located the lateral part of prefabricated post, the U type erects the support frame, the U type erects and is equipped with first adjusting bolt, first adjusting bolt with the curb plate spiro union of U type frame, the one end of precast beam is set up in the U type inslot of U type frame, first adjusting bolt is in flexible regulation on the curb plate of U type frame makes first adjusting bolt's one end supports and presses precast beam, with the adjustment precast beam's position.
2. The prefabricated part mounting structure of claim 1, wherein the supporting frame comprises a fixing plate and a supporting plate, the fixing plate is detachably fixed with the prefabricated column, the supporting plate and the fixing plate form an included angle and are fixed, a reinforcing plate is further arranged between the supporting plate and the fixing plate, and the U-shaped frame is detachably and fixedly arranged on the supporting plate; or the U-shaped frame and the supporting frame are integrally arranged.
3. The preform installation structure according to claim 2, wherein the U-shaped frame comprises a bottom plate, a first side plate and a second side plate, the first side plate and the second side plate are respectively and fixedly arranged at two opposite ends of the bottom plate, the first side plate, the second side plate and the bottom plate form the U-shaped groove, and the bottom plate and the support plate are detachably fixed; the first side plate and the second side plate are respectively provided with at least one first adjusting bolt, the first side plate and the second side plate are respectively provided with at least one nut, and the first adjusting bolt is in threaded connection with the nuts.
4. The preform installation structure according to claim 3, further comprising a fastening member, wherein the support plate is provided with a hanging hole, the bottom plate is provided with a fastening hole corresponding to the hanging hole, and the fastening member is fixed to the hanging hole and the fastening hole in a fitting manner.
5. The preform mounting structure of claim 4, wherein the support plate is provided with at least two first through holes spaced apart, and the bottom plate is provided with at least two second through holes spaced apart, the first through holes and the second through holes being correspondingly provided.
6. The preform installation structure according to claim 5, wherein the first through hole is a screw hole or/and the second through hole is a screw hole, the preform installation structure further comprising at least two second adjustment bolts, the second adjustment bolts being threadedly engaged with the first through hole or/and the second through hole, so that the second adjustment bolts are telescopically moved to adjust the position of the preform beam.
7. The preform mounting structure of claim 5, further comprising at least two second adjusting bolts, wherein the support plate is provided at a lower surface thereof with at least two support blocks spaced apart from each other, the support blocks are provided with screw holes corresponding to the first through holes, and the second adjusting bolts are threadedly coupled to the support blocks.
8. A prefabricated member installation structure according to any one of claims 1 to 7, wherein a plurality of auxiliary installation devices are arranged on the periphery of the prefabricated column, a plurality of prefabricated beams are arranged and correspond to the auxiliary installation devices, a gap template is further arranged between the adjacent auxiliary installation devices, the gap template is provided with a first bending part to form a first bending plate and a second bending plate, the first bending plate and the second bending plate are respectively butted with side plates of the U-shaped frame, and one end of each of the plurality of prefabricated beams, one end of each of the plurality of prefabricated columns and the plurality of gap templates are matched to form a beam column node pouring space.
9. The preform installation structure according to claim 8, wherein the slit template is further provided with a second bent portion and a third bent portion, the second bent portion is provided at the first bent plate to form a third bent plate, the third bent portion is provided at the second bent plate to form a fourth bent plate, and the third bent plate and the fourth bent plate are fitted in a gap between the side portion of the preform beam and the side plate of the U-shaped frame.
10. The preform installation structure according to claim 9, wherein the first bending plate and the second bending plate are vertically disposed, the third bending plate and the first bending plate are vertically disposed, and the fourth bending plate and the second bending plate are vertically disposed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920625870.6U CN210315967U (en) | 2019-04-30 | 2019-04-30 | Prefabricated part mounting structure |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201920625870.6U CN210315967U (en) | 2019-04-30 | 2019-04-30 | Prefabricated part mounting structure |
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| CN210315967U true CN210315967U (en) | 2020-04-14 |
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| CN201920625870.6U Active CN210315967U (en) | 2019-04-30 | 2019-04-30 | Prefabricated part mounting structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110093977A (en) * | 2019-04-30 | 2019-08-06 | 广东联城住工装备信息科技有限公司 | Prefabricated component mounting structure and its installation method |
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2019
- 2019-04-30 CN CN201920625870.6U patent/CN210315967U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110093977A (en) * | 2019-04-30 | 2019-08-06 | 广东联城住工装备信息科技有限公司 | Prefabricated component mounting structure and its installation method |
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Address after: 528300 Guanglong Industrial Park, Chencun Town, Shunde District, Foshan City, Guangdong Province, No. 6, No. 14 Xingye Road Patentee after: Guangdong Ruizhu residential technology Co.,Ltd. Address before: 528300 Guanglong Industrial Park, Chencun Town, Shunde District, Foshan City, Guangdong Province, No. 6, No. 14 Xingye Road Patentee before: GUANGDONG REMAC EQUIPMENT INFORMATION TECHNOLOGY Co.,Ltd. |