CN110093977A - Prefabricated component mounting structure and its installation method - Google Patents
Prefabricated component mounting structure and its installation method Download PDFInfo
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- CN110093977A CN110093977A CN201910361631.9A CN201910361631A CN110093977A CN 110093977 A CN110093977 A CN 110093977A CN 201910361631 A CN201910361631 A CN 201910361631A CN 110093977 A CN110093977 A CN 110093977A
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- 238000009434 installation Methods 0.000 title claims abstract description 43
- 238000000034 method Methods 0.000 title claims abstract description 19
- 238000010276 construction Methods 0.000 claims abstract description 23
- 230000001105 regulatory effect Effects 0.000 claims abstract description 7
- 238000005452 bending Methods 0.000 claims description 66
- 235000010627 Phaseolus vulgaris Nutrition 0.000 claims description 10
- 244000046052 Phaseolus vulgaris Species 0.000 claims description 10
- 238000005266 casting Methods 0.000 claims description 9
- 239000000725 suspension Substances 0.000 claims description 5
- 238000003032 molecular docking Methods 0.000 claims description 3
- 210000003205 muscle Anatomy 0.000 abstract description 6
- 230000000694 effects Effects 0.000 description 7
- 239000002023 wood Substances 0.000 description 6
- 229910000831 Steel Inorganic materials 0.000 description 4
- 238000010586 diagram Methods 0.000 description 4
- 239000010959 steel Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000002390 adhesive tape Substances 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 229910052751 metal Inorganic materials 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
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- 230000004048 modification Effects 0.000 description 1
- 239000012858 resilient material Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/19—Three-dimensional framework structures
- E04B1/1903—Connecting nodes specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/58—Connections for building structures in general of bar-shaped building elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The present invention relates to a kind of prefabricated component mounting structure and its installation methods.Prefabricated component mounting structure includes prefabricated post and precast beam；Auxiliary installation device includes support frame and U-shaped frame, support frame is set to the side of prefabricated post, it is U-shaped to be set up in support frame, it is U-shaped to be provided with the first adjusting bolt, the side plate of first adjusting bolt and U-shaped frame is spirally connected, and one end of precast beam is erected in the U-type groove of U-shaped frame, and first adjusts bolt telescopic adjustment on the side plate of U-shaped frame, one end of regulating part is set to compress precast beam, to adjust the position of precast beam.Installation method can be applied to prefabricated component mounting structure above-mentioned.Support is erected at the side of prefabricated post, and when lifting support frame with hoisting prefabricated column, the end post muscle for avoiding hoist cable and prefabricated post collides, and lifting is convenient；When hoisting prefabricated beam, the telescopic adjustment for adjusting bolt by first can directly adjust the horizontal laying position of precast beam, improve regulated efficiency, to improve whole assembly construction efficiency.
Description
Technical field
The present invention relates to technical field of building construction, more particularly to a kind of prefabricated component mounting structure and its installation method.
Background technique
With the continuous development of industrial technology, building house can be manufactured in batch completely as machine production, only be needed
Prefabricated house component is transported to building site to be assembled, the construction in house is just completed.It is this by prefabricated component in assemble in site
The building of formation, referred to as assembled architecture.
However, the assembly between prefabricated beam column, is related to the technical problems such as the lifting of prefabricated post and the lifting of precast beam.In advance
Column processed is easy to appear the case where colliding between column muscle and hoist cable in lifting, influences to lift efficiency；Precast beam is lifting
When, be easy to appear precast beam place it is not in place, adjustment time-consuming, influence construction efficiency；Moreover when cast-in-place, answered
Miscellaneous support, not only security risk is high, but also will increase construction cost.
Summary of the invention
Based on this, it is necessary to provide a kind of prefabricated component mounting structure and its installation method.The prefabricated component mounting structure, lifting
Convenient, construction efficiency is high；The installation method of the prefabricated component mounting structure can be applied to prefabricated component mounting structure above-mentioned.
Its technical solution is as follows:
On the one hand, a kind of prefabricated component mounting structure, including prefabricated post and precast beam are provided；And auxiliary installation device, it is auxiliary
Helping mounting device includes support frame and U-shaped frame, and support frame is set to the side of prefabricated post, U-shaped to be set up in support frame, U-shaped to be provided with
First adjusts bolt, and the side plate of the first adjusting bolt and U-shaped frame is spirally connected, and one end of precast beam is erected in the U-type groove of U-shaped frame,
First adjusts bolt telescopic adjustment on the side plate of U-shaped frame, so that one end of regulating part is compressed precast beam, to adjust the position of precast beam
It sets.
Above-mentioned prefabricated component mounting structure, support are erected at the side of prefabricated post, when lifting support frame with hoisting prefabricated column,
The end post muscle for avoiding hoist cable and prefabricated post collides, and lifting is convenient；When hoisting prefabricated beam, bolt is adjusted by first
Telescopic adjustment can directly adjust the horizontal laying position of precast beam, improve regulated efficiency, to improve whole assembly
Construction efficiency.
Technical solution is illustrated further below:
Support frame includes fixed plate and support plate in one of the embodiments, and fixed plate is detachably fixed with prefabricated post,
Support plate and fixed plate are fixed in angle, and stiffening plate is additionally provided between support plate and fixed plate, and U-shaped frame is detachably fixedly arranged on support
Plate；Or U-shaped frame is wholely set with support frame.
U-shaped frame includes bottom plate, the first side plate and the second side plate in one of the embodiments, the first side plate and second side
Plate is fixedly arranged on the opposite end of bottom plate respectively, and the first side plate, the second side plate and bottom plate form U-type groove, and bottom plate is removable with support plate
Unload fixation；It is equipped at least one first adjusting bolt on first side plate and the second side plate, is gone back on the first side plate and the second side plate
It is installed at least one nut, the first adjusting bolt is threadedly coupled with nut.
Prefabricated component mounting structure further includes fastener in one of the embodiments, and support plate is equipped with lifting hole(eyelet), and bottom plate is equipped with
Fastener hole corresponding with lifting hole(eyelet), fastener and lifting hole(eyelet) and fastener hole cooperation are fixed.
Support plate sets spaced at least two first through hole in one of the embodiments, bottom plate set it is spaced extremely
Few two the second through-holes, first through hole and the second through-hole are correspondingly arranged.
First through hole is screw hole in one of the embodiments, or/and the second through-hole is screw hole, and prefabricated component mounting structure is also
Bolt is adjusted including at least two second, the second adjusting bolt is spirally connected with first through hole or/and the second through-hole, makes the second adjusting spiral shell
Bolt telescopic moving, to adjust the position of precast beam.
Prefabricated component mounting structure further includes at least two second adjusting bolts in one of the embodiments, support plate
Lower surface sets spaced at least two supporting block, and supporting block is equipped with screw hole corresponding with first through hole, second adjust bolt with
Supporting block is threadedly coupled.
Auxiliary installation device is multiple in one of the embodiments, and auxiliary installation device is set to the periphery of prefabricated post, in advance
Beam processed is multiple, and is correspondingly arranged with auxiliary installation device, and gap template, slit die are additionally provided between adjacent auxiliary installation device
Plate is equipped with the first bending part, to form the first bending plate and the second bending plate, the first bending plate and the second bending plate respectively with it is U-shaped
The side plate of frame docks, and one end of multiple precast beams, one end of prefabricated post and multiple gap templates is made to cooperatively form bean column node and pour
Build space.
Gap template is additionally provided with the second bending part and third bending part in one of the embodiments, and the second bending part is set
In the first bending plate, to form third bending plate, third bending part is set to the second bending plate to form the 4th bending plate, and third is curved
Folded plate and the 4th bending plate are matched with the gap between the side of precast beam and the side plate of U-shaped frame.
On the other hand, a kind of installation method of prefabricated component mounting structure is additionally provided, comprising the following steps:
(S1), support frame is set to prefabricated post, so that auxiliary installation device is set to prefabricated post；
(S2), the suspension hook of suspender and support frame mounting are finished；
(S3), hoisting prefabricated column is to construction area；
(S4), hoisting prefabricated beam is located at one end of precast beam in the U-type groove of U-shaped frame；
(S5), adjustment first adjusts distance of stretch out and draw back of the bolt on U-shaped frame, compresses one end of the first adjusting bolt prefabricated
Beam, to adjust the position of precast beam.
The installation method of the prefabricated component mounting structure can be applied to the peace of prefabricated component described in any of the above-described a technical solution
Assembling structure, thus installation method when providing a kind of Specific construction.
Further, before step (S4), further includes:
Bolt is adjusted to second and carries out telescopic adjustment, is generally aligned in the same plane the head end of all second adjusting bolts, with
Determine the vertical direction placement location of precast beam；
It is further comprising the steps of after step (S5):
(S6), by the first bending plate of gap template and the second bending plate respectively with the U-shaped frame of corresponding auxiliary installation device
Side plate docking, so that one end of multiple precast beams, one end of prefabricated post and multiple gap templates is cooperatively formed bean column node and is poured
Space；
(S7), pouring construction is carried out to bean column node casting space.
Detailed description of the invention
Fig. 1 is the overall schematic of prefabricated component mounting structure in embodiment；
Fig. 2 is the side view of prefabricated component mounting structure in Fig. 1 embodiment；
Fig. 3 is the top view of prefabricated component mounting structure in Fig. 1 embodiment；
Schematic diagram when Fig. 4 is the carry out prefabricated post lifting construction in Fig. 1 embodiment；
Fig. 5 is the structure chart that support frame and U-shaped frame are wholely set in embodiment；
Fig. 6 is the overall structure diagram of U-shaped frame in embodiment；
Fig. 7 is the overall structure diagram of support frame in embodiment；
Fig. 8 is gap template overall structure diagram in embodiment.
Attached drawing mark explanation:
10, auxiliary installation device, 100, support frame, 110, fixed plate, 111, fixed mounting hole, 120, support plate, 121,
Lifting hole(eyelet), 130, first through hole, 140, second adjusts bolt, 150, stiffening plate, 160, supporting block, 200, U-shaped frame, the 210, first side
Plate, the 220, second side plate, 230, bottom plate, 231, fastener hole, the 232, second through-hole, 240, U-type groove, 250, first adjusts bolt,
260, nut, 300, gap template, the 310, first bending part, the 311, first bending plate, the 312, second bending plate, 320, second is curved
Folding part, 321, third bending plate, 330, third bending part, the 331, the 4th bending plate, 400, prefabricated post, 500, precast beam, 600,
Bean column node casting space, 700, hoist cable.
Specific embodiment
The embodiment of the present invention is described in detail with reference to the accompanying drawing:
It should be noted that it can be directly in another element when alleged element is with another element " fixation " in text
Above or there may also be elements placed in the middle.When an element is considered as with another element " connection ", it be can be directly
It is connected to another element in succession or may be simultaneously present centering elements.On the contrary, when element is referred to as " directly existing " another element
When "upper", intermediary element is not present.Term as used herein "vertical", "horizontal", "left" and "right" and similar table
It states for illustrative purposes only, is not meant to be the only embodiment.
Unless otherwise defined, all technical and scientific terms used herein and belong to technical field of the invention
The normally understood meaning of technical staff is identical.Term as used herein in the specification of the present invention is intended merely to description tool
The purpose of the embodiment of body, it is not intended that in the limitation present invention.Term " and or " used herein includes one or more
Any and all combinations of relevant listed item.
Please refer to Fig. 1 to Fig. 3, a kind of prefabricated component mounting structure, including prefabricated post 400 and precast beam 500；And auxiliary installation
Device 10, auxiliary installation device 10 include support frame 100 and U-shaped frame 200, and support frame 100 is set to the side of prefabricated post 400, U-shaped
Frame 200 is set to support frame 100, and U-shaped frame 200 is equipped with first and adjusts bolt 250, and first adjusts the side of bolt 250 and U-shaped frame 200
Plate is spirally connected, and one end of precast beam 500 is erected in the U-type groove 240 of U-shaped frame 200, and first adjusts bolt 250 in U-shaped frame 200
Telescopic adjustment on side plate makes one end of regulating part compress precast beam 500, and to adjust the position of precast beam 500, specially adjustment is pre-
The horizontal laying position of beam 500 processed.
The prefabricated component mounting structure, support frame 100 are located at the side of prefabricated post 400, when lifting support frame 100 is pre- to lift
It when column 400 processed, avoids hoist cable 700 and the end post muscle of prefabricated post 400 collides, lifting is convenient；Hoisting prefabricated beam 500
When, the telescopic adjustment for adjusting bolt 250 by first can directly adjust the horizontal laying position of precast beam 500, improve tune
Whole efficiency, to improve whole assembly construction efficiency.
Traditional 400 lifting construction of prefabricated post is usually arranged suspension centre (suspension centre embedded part) at the top of prefabricated post 400, hangs
When dress, hoist cable 700 is easy to collide with the column muscle of 400 end of prefabricated post, to influence to lift efficiency；Precast beam 500
Beam bottom support generallys use the support construction of double arrangement and the mode of the lateral lumps of wood carries out, in hoisting prefabricated beam 500, first
It needs to adjust the absolute altitude of the lumps of wood, then precast beam 500 could be fallen on the lumps of wood, since support construction and lumps of wood setting are more,
Erection process and Pass line adjustment process be required to take considerable time, causes to lift efficiency extremely low；In addition, due to precast beam 500
After being placed on the lumps of wood, the more lumps of wood provides more fulcrum, at this point, adjusting to the position for carrying out precast beam 500, then
It is extremely difficult.
Prefabricated component mounting structure provided in this embodiment, applied to the assembly of precast beam 500 and prefabricated post 400, especially
The support of node location is docked, and in hoisting prefabricated column 400, support frame 100 is located at the side of prefabricated post 400, thus lifting
When, as shown in figure 4, one end support frame 100 of hoist cable 700 cooperates mounting, the other end connect with steel shoulder pole, thus will not with it is prefabricated
It collides between the column muscle of column 400, keeps hoisting process more convenient smoothly, improve lifting efficiency.
Precast beam 500 in the present embodiment is after lifting, and one end rides upon in the U-type groove 240 of U-shaped frame 200, U-shaped frame
200 are located on support frame 100, are supported by the bottom that support frame 100 provides U-shaped frame 200, one end of precast beam 500 rides upon U-shaped
After in slot 240, the first adjusting bolt 250 carries out telescopic moving on the side plate of U-shaped frame 200, and when regulating part stretches, one end is supported
Precast beam 500 is pressed, to adjust the position of precast beam 500 by compressing active force, and then realizes the horizontal position to precast beam 500
Adjusting (can be fine tuning) is set, keeps the position of precast beam 500 more accurate, the sawn timber structure compared to more fulcrums adjusts, and mentions significantly
It has risen position and has adjusted efficiency, greatly promoted the lifting efficiency of precast beam 500 also.
The side of prefabricated post 400 is arranged in support frame 100, mainly plays the supporting role to U-shaped frame 200, and U-shaped frame
200 pass through the setting of U-type groove 240, and precast beam 500 is enable substantially to ride upon in U-type groove 240 first, realize pre-determined bit, then
Bolt 250 is adjusted by first again to finely tune, and then realizes the technical effect of quickly adjustment 500 position of precast beam.
It should be understood that " U " and the non-limiting structure in U-shaped frame 200 and U-type groove 240 are that stringent U-shaped bottom is tied
Structure (refers to bottom in arc-shaped), which is determined using the U-shaped meaning in mechanical general field, such as the call of U-shaped steel, wherein
U be not necessarily referring to bottom and be only arc, can be the bottom structure etc. of right angle angle, as long as U-shaped frame 200 is capable of forming slot
Body, and one end of precast beam 500 is enable to set up, it repeats no more.
Further, two side plates of U-shaped frame 200 are equipped with the first adjusting bolt 250, and then can pass through multiple first
It adjusts bolt 250 and carries out more exquisite position adjusting to precast beam 500.
In addition, multiple sides that are multiple, and being distributed in prefabricated post 400 can be set in auxiliary installation device 10, it is more to realize
The lifting of a precast beam 500 is set up；Certainly, when lifting is set up, the both ends of precast beam 500 can be set up precast beam 500 respectively
On the U-shaped frame 200 of the correspondence auxiliary installation device 10 in the prefabricated post 400 that two are spaced, repeat no more.
Please refer to Fig. 1, Fig. 2, Fig. 5 and Fig. 7, support frame 100 includes fixed plate 110 and support plate 120, fixed plate 110 with
Prefabricated post 400 is detachably fixed, and support plate 120 is fixed with fixed plate 110 in angle, between support plate 120 and fixed plate 110 also
Equipped with stiffening plate 150, U-shaped frame 200 is detachably fixedly arranged on support plate 120.
Fixed plate 110 and the side of prefabricated post 400 are detachably fixed, and the one vertical with fixed plate 110 of support plate 120 is solid
It is fixed, to play the supporting role to U-shaped frame 200 thereon；Stiffening plate 150 further improves enabling capabilities.
Further, prefabricated component mounting structure further includes the first bolt and the first nut, and the first nut is embedded in prefabricated post in advance
400, fixed plate 110 is equipped with fixed mounting hole 111, and the first bolt is spirally connected by fixed mounting hole 111 and the first nut, will be consolidated
Fixed board 110 is fixedly arranged on the side of prefabricated post 400.
Fixed mounting hole 111 can be equipped with it is multiple, fixed mounting hole 111 is also possible to screw hole, repeats no more.
Referring to figure 5., U-shaped frame 200 is wholely set with support frame 100.When being wholely set, support plate 120 is used as U-shaped frame
200 bottom plate 230, repeats no more.
Referring to figure 5. and Fig. 6, U-shaped frame 200 include bottom plate 230, the first side plate 210 and the second side plate 220, the first side plate
210 and second side plate 220 be fixedly arranged on the opposite end of bottom plate 230, the first side plate 210, the second side plate 220 and bottom plate 230 respectively
U-type groove 240 is formed, bottom plate 230 is detachably fixed with support plate 120；Be equipped on first side plate 210 and the second side plate 220 to
Lack one first adjusting bolt 250, is also installed at least one nut 260 on the first side plate 210 and the second side plate 220, the
One adjusting bolt 250 is threadedly coupled with nut 260.
First adjusting bolt 250 can be only arranged on the first side plate 210, can also only be arranged on the second side plate 220,
It can also be respectively provided on the first side plate 210 and the second side plate 220.
The setting of nut 260 improves the adjustment effect effect of the first adjusting nut, avoids in the first side plate 210 or the second
The problem of screw hole can not provide enough resistances to keep the position after adjusting is set on side plate 220, and what satisfaction was precisely adjusted wants
It asks, repeats no more.
When it is implemented, support frame 100 can be steel bracket structure.
Fig. 6 and Fig. 7 are please referred to, prefabricated component mounting structure further includes fastener, and support plate 120 is equipped with lifting hole(eyelet) 121, bottom plate
230 are equipped with fastener hole 231 corresponding with lifting hole(eyelet) 121, fastener and lifting hole(eyelet) 121 and the cooperation fixation of fastener hole 231.
Fastener is used for fixed support plate 120 and bottom plate 230, and support frame 100 and U-shaped frame 200 are fixed together.Cause
This, fastener hole 231 and lifting hole(eyelet) 121 can be through-hole structures, and fastener includes screw bolt and nut cooperation, to be fastened；?
Can one of them be screw hole or be screw hole, and fastener is bolt, is repeated no more.
When construction, the first fixing support rack 100 in prefabricated post 400；Then, as shown in figure 4, by support frame 100
Lifting hole(eyelet) 121 and the cooperation of hoist cable 700 are lifted, so that prefabricated post 400 is arranged in vertical direction；Then, then by U-shaped frame 200
It is fixed on support frame 100.At this point, since rigging out, the effect of lifting hole(eyelet) 121 have been carried out prefabricated post 400, it is subsequent then
Cooperate with fastener hole 231, to realize that the assembly of fastener is fixed, so that bottom plate 230 and support plate 120 are fixed together, it is real
The effect now U-shaped frame 200 being fixed on support frame 100.
Fig. 6 and Fig. 7 are please referred to, support plate 120 sets spaced at least two first through hole 130, and bottom plate 230 is equipped with interval
At least two second through-holes 232, first through hole 130 and the second through-hole 232 are correspondingly arranged.
First through hole 130 and the second through-hole 232 for realizing the vertical direction placement location to precast beam 500 adjusting,
It can be accomplished in several ways.Such as can the bottom of support plate 120 be arranged nut structure, the setting position of nut structure with
First through hole 130 is corresponding, and the cooperation for adjusting bolts and nuts structure using second is realized and stretched, to adjust precast beam 500
Position is arranged in vertical direction.
Furthermore it is also possible to be realized by following two specific embodiment:
The first: first through hole 130 is screw hole or/and the second through-hole 232 is screw hole, prefabricated component mounting structure further include to
Few two second adjusting bolts 140, the second adjusting bolt 140 are spirally connected with first through hole 130 or/and the second through-hole 232, make second
140 telescopic moving of bolt is adjusted, second adjusts 140 telescopic moving of bolt, to adjust the position of precast beam 500.
The action principle and the first adjusting action principle of bolt 250 of second adjusting bolt 140 are similar, pass through second and adjust
The telescopic moving up and down of bolt 140 makes the upper end of the second adjusting bolt 140 be located at some height, so as to adjust good precast beam 500
Placing height, at least two second adjust the setting of bolts 140, allow one end of precast beam 500 smoothly in some height
Degree is placed, if the other end is equally there are two the second adjusting bolt 140, the upper end of four second adjusting bolts 140 is adjusted to
Some identical height, so that the placing height of precast beam 500 is more accurate.
In addition, fastener can form the second adjusting bolt 140 when implementing, fastener hole 231 is screw hole.In the case of this kind,
Fastener is also the second adjusting bolt 140, at this point, at least there are three second to adjust bolt 140, three second adjusting bolts 140
Upper end determine a plane, make precast beam 500 vertical direction be arranged height it is more accurate, repeat no more.
Second, it is referred to Fig. 5 and Fig. 7, prefabricated component mounting structure further includes at least two second adjusting bolts 140,
The lower surface of support plate 120 sets spaced at least two supporting block 160, and supporting block 160 is equipped with corresponding with first through hole 130
Screw hole, the second adjusting bolt 140 are threadedly coupled with supporting block 160.
Since the supporting role of support plate 120 is limited, setting supporting block 160 plays better supporting role, is promoted
Second adjusts supporting role of the bolt 140 to precast beam 500.
Please refer to Fig. 1 to Fig. 4, Fig. 8, auxiliary installation device 10 be it is multiple, auxiliary installation device 10 is set to prefabricated post 400
Periphery, precast beam 500 is multiple, and is correspondingly arranged with auxiliary installation device 10, is additionally provided between adjacent auxiliary installation device 10
Gap template 300, gap template 300 are equipped with the first bending part 310, to form the first bending plate 311 and the second bending plate 312,
First bending plate 311 and the second bending plate 312 are docked with the side plate of U-shaped frame 200 respectively, make one end, pre- of multiple precast beams 500
One end of column 400 processed and multiple gap templates 300 cooperatively form bean column node casting space 600.
It should be noted that prefabricated post 400 can be only one or two or three corresponding or more for the needs of construction
The precast beam 500 of root, to meet actual needs, therefore, here multiple can refer to two or more.
Traditional formwork for placing structure generallys use the mode that plank sheathing adds flitch, needs a large amount of man power and material, and
Belong to high altitude operation, not only low efficiency, but also risk is big (occur spillage rise mould), it is at high cost.
It carries out enclosing for template using gap template 300 in the present embodiment to set, gap template 300 can be using metals such as steel
Material or resilient material production, and after 500 rigging out of precast beam, the first bending plate 311 and the second bending plate 312 are inserted
Enter corresponding position and can be completed to enclose to set, simple to operate, manpower and material resources consumption is low, compared to plank sheathing safety of structure more
It is high.
It can be vertical angle setting, the side of corresponding prefabricated post 400 between first bending plate 311 and the second bending plate 312
Corner structure is repeated no more with forming the bean column node casting space 600 of square structure.
Gap template 300 is mainly used for filling the gap between the end of contiguous prefabricated beam 500, to carry out subsequent beam column
The pouring construction of node, therefore, gap template 300 can be any formwork structure that can be realized and close gap effect, no
It repeats again.
Referring to figure 3. and Fig. 8, gap template 300 are additionally provided with the second bending part 320 and third bending part 330, the second bending
Portion 320 is set to the first bending plate 311, and to form third bending plate 321, third bending part 330 is set to the second bending plate 312 with shape
At the 4th bending plate 331, third bending plate 321 and the 4th bending plate 331 are matched with side and the U-shaped frame 200 of precast beam 500
Gap between side plate.
Specifically, it may is that and be vertical setting between third bending plate 321 and the first bending plate 311, the 4th bending plate
331 and second are vertical setting between bending plate 312.
Between existing between the side plate (the first side plate 210 or the second side plate 220) of U-shaped frame 200 and the side of precast beam 500
Gap, therefore, the third bending plate 321 and the 4th bending plate 331 of gap template 300 can be just filled in corresponding gap,
During installation, gap template 300, which is inserted directly into corresponding gap, can be completed installation, not only has the function of fixing, also act as
To the filling effect in gap.
Certainly, as needed, comprehensive closure of the structures such as the sponge adhesive tape realization to gap position can also be set, guaranteed
Subsequent pouring construction quality.
The present embodiment additionally provides a kind of installation method of prefabricated component mounting structure, comprising the following steps:
(S1), support frame 100 is set to prefabricated post 400, so that auxiliary installation device 10 is set to prefabricated post 400；
(S2), the suspension hook of suspender and the mounting of support frame 100 are finished；
(S3), hoisting prefabricated column 400 is to construction area；
(S4), hoisting prefabricated beam 500 is located at one end of precast beam 500 in the U-type groove 240 of U-shaped frame 200；
(S5), adjustment first adjusts distance of stretch out and draw back of the bolt 250 on U-shaped frame 200, makes the one of the first adjusting bolt 250
End compresses precast beam 500, to adjust the position of precast beam 500.
The installation method of the prefabricated component mounting structure can be applied to the installation of prefabricated component described in any of the above-described a embodiment
Structure, thus installation method when providing a kind of Specific construction.
Further, before step (S4), further includes:
Bolt 140 is adjusted to second and carries out telescopic adjustment, is located at all second head ends for adjusting bolt 140 same flat
Face, to determine the vertical direction placement location of precast beam 500；
It should be noted that the level that the first adjusting bolt 250 can be used for adjusting precast beam 500 is put in step (S5)
Seated position；
It is further comprising the steps of after step (S5):
(S6), the first bending plate 311 of gap template 300 and the second bending plate 312 are installed with corresponding auxiliary respectively and is filled
The side plate docking for setting 10 U-shaped frame 200, makes one end of multiple precast beams 500, one end of prefabricated post 400 and multiple gap templates
300 cooperatively form bean column node casting space 600；
(S7), pouring construction is carried out to bean column node casting space 600.
It should be noted that the first rotation for adjusting bolt 250 and the second adjusting bolt 140 can be implemented using spanner,
So that precast beam 500 reaches default absolute altitude or horizontal position, repeat no more.
Each technical characteristic of embodiment described above can be combined arbitrarily, for simplicity of description, not to above-mentioned reality
It applies all possible combination of each technical characteristic in example to be all described, as long as however, the combination of these technical characteristics is not deposited
In contradiction, all should be considered as described in this specification.
The embodiments described above only express several embodiments of the present invention, and the description thereof is more specific and detailed, but simultaneously
It cannot therefore be construed as limiting the scope of the patent.It should be pointed out that coming for those of ordinary skill in the art
It says, without departing from the inventive concept of the premise, various modifications and improvements can be made, these belong to protection of the invention
Range.Therefore, the scope of protection of the patent of the invention shall be subject to the appended claims.
Claims (11)
1. a kind of prefabricated component mounting structure characterized by comprising
Prefabricated post and precast beam；And
Auxiliary installation device, the auxiliary installation device include support frame and U-shaped frame, and support frame as described above is set to the prefabricated post
Side, it is described it is U-shaped be set up in support frame as described above, it is described it is U-shaped be provided with the first adjusting bolt, described first adjust bolt with it is described
The side plate of U-shaped frame is spirally connected, and one end of the precast beam is erected in the U-type groove of the U-shaped frame, and described first adjusts bolt in institute
Telescopic adjustment on the side plate of U-shaped frame is stated, one end of the regulating part is made to compress the precast beam, to adjust the position of the precast beam
It sets.
2. prefabricated component mounting structure according to claim 1, which is characterized in that support frame as described above includes fixed plate and support
Plate, the fixed plate are detachably fixed with the prefabricated post, and the support plate is fixed with the fixed plate in angle, the support
Stiffening plate is additionally provided between plate and the fixed plate, the U-shaped frame is detachably fixedly arranged on the support plate；Or the U-shaped frame with
Support frame as described above is wholely set.
3. prefabricated component mounting structure according to claim 2, which is characterized in that the U-shaped frame includes bottom plate, the first side plate
With the second side plate, first side plate and second side plate are fixedly arranged on the opposite end of the bottom plate, first side respectively
Plate, second side plate and the bottom plate form the U-type groove, and the bottom plate is detachably fixed with the support plate；Described
At least one described first adjusting bolt, first side plate and described second side are equipped on side plate and second side plate
At least one nut is also installed on plate, the first adjusting bolt is threadedly coupled with the nut.
4. prefabricated component mounting structure according to claim 3, which is characterized in that the prefabricated component mounting structure further includes tight
Firmware, the support plate are equipped with lifting hole(eyelet), and the bottom plate is equipped with fastener hole corresponding with the lifting hole(eyelet), and the fastener is hung with described
Hole and fastener hole cooperation are fixed.
5. prefabricated component mounting structure according to claim 4, which is characterized in that the support plate sets spaced at least two
A first through hole, the bottom plate set spaced at least two second through-hole, and the first through hole and second through-hole are corresponding
Setting.
6. prefabricated component mounting structure according to claim 5, which is characterized in that the first through hole is screw hole or/and institute
Stating the second through-hole is screw hole, and the prefabricated component mounting structure further includes at least two second adjusting bolts, and described second adjusts spiral shell
Bolt is spirally connected with the first through hole or/and second through-hole, makes described second to adjust bolt telescopic moving, described pre- to adjust
The position of beam processed.
7. prefabricated component mounting structure according to claim 5, which is characterized in that the prefabricated component mounting structure further include to
Few two second adjusting bolts, the lower surface of the support plate set spaced at least two supporting block, and the supporting block is equipped with
Screw hole corresponding with the first through hole, the second adjusting bolt are threadedly coupled with the supporting block.
8. prefabricated component mounting structure according to claim 1-7, which is characterized in that the auxiliary installation device is
Multiple, the auxiliary installation device is set to the periphery of the prefabricated post, and the precast beam is multiple, and installs and fill with the auxiliary
It sets and is correspondingly arranged, gap template is additionally provided between the adjacent auxiliary installation device, the gap template is equipped with the first bending part,
To form the first bending plate and the second bending plate, first bending plate and second bending plate respectively with the U-shaped frame
Side plate docking, makes one end of multiple precast beams, one end of the prefabricated post and multiple gap templates cooperatively form beam
Column border node casting space.
9. prefabricated component mounting structure according to claim 8, which is characterized in that the gap template is additionally provided with the second bending
Portion and third bending part, second bending part are set to first bending plate, to form third bending plate, the third bending
Portion is set to second bending plate to form the 4th bending plate, and the third bending plate and the 4th bending plate are matched with described
Gap between the side of precast beam and the side plate of the U-shaped frame.
10. a kind of installation method of prefabricated component mounting structure, which comprises the following steps:
(S1), support frame is set to the prefabricated post, so that auxiliary installation device is set to the prefabricated post；
(S2), the suspension hook of suspender and support frame as described above mounting are finished；
(S3), the prefabricated post is lifted to construction area；
(S4), hoisting prefabricated beam is located at one end of the precast beam in the U-type groove of U-shaped frame；
(S5), adjustment first adjusts distance of stretch out and draw back of the bolt on the U-shaped frame, compresses one end of the first adjusting bolt
The precast beam, to adjust the position of the precast beam.
11. the installation method of prefabricated component mounting structure according to claim 10, which is characterized in that step (S4) it
Before, further includes:
Bolt is adjusted to second and carries out telescopic adjustment, is generally aligned in the same plane the head end of all second adjusting bolts, with
Determine the vertical direction placement location of the precast beam；
It is further comprising the steps of after step (S5):
(S6), by the first bending plate of gap template and the second bending plate respectively with the U of the corresponding auxiliary installation device
The side plate of type frame docks, and makes one end of multiple precast beams, one end of the prefabricated post and multiple gap template cooperations
Form bean column node casting space；
(S7), pouring construction is carried out to the bean column node casting space.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910361631.9A CN110093977A (en) | 2019-04-30 | 2019-04-30 | Prefabricated component mounting structure and its installation method |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201910361631.9A CN110093977A (en) | 2019-04-30 | 2019-04-30 | Prefabricated component mounting structure and its installation method |
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| CN110093977A true CN110093977A (en) | 2019-08-06 |
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| CN201910361631.9A Pending CN110093977A (en) | 2019-04-30 | 2019-04-30 | Prefabricated component mounting structure and its installation method |
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| CN110965641A (en) * | 2019-11-25 | 2020-04-07 | 张美姣 | Installation and construction method of prefabricated steel structural component of fabricated building |
| CN111021723A (en) * | 2019-12-31 | 2020-04-17 | 上海建工五建集团有限公司 | Beam column joint template device suitable for T-shaped prefabricated frame structure and installation method |
| CN112376918A (en) * | 2020-10-13 | 2021-02-19 | 中国石油化工股份有限公司 | Method for quickly positioning precast reinforced concrete beam |
| CN112814151A (en) * | 2020-12-30 | 2021-05-18 | 南京航空航天大学 | Connecting method of basic magnesium sulfate cement concrete assembled frame nodes |
| CN112878194A (en) * | 2019-11-29 | 2021-06-01 | 比亚迪股份有限公司 | Adjusting and positioning device for bridge |
| CN115419321A (en) * | 2022-08-03 | 2022-12-02 | 海盐智汇新材料有限公司 | Assembling method for upright post and wall plate in assembled type enclosure wall |
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