CN207499203U - A kind of three-dimensional adjustable supporting part for installing precast facade - Google Patents

A kind of three-dimensional adjustable supporting part for installing precast facade Download PDF

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Publication number
CN207499203U
CN207499203U CN201721584052.3U CN201721584052U CN207499203U CN 207499203 U CN207499203 U CN 207499203U CN 201721584052 U CN201721584052 U CN 201721584052U CN 207499203 U CN207499203 U CN 207499203U
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China
Prior art keywords
lattice
plate
screw rod
fixing nut
wall
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CN201721584052.3U
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Chinese (zh)
Inventor
曹亢
申永信
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Nantong Haicheng Construction Technology Co Ltd
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Nantong Haicheng Construction Technology Co Ltd
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Abstract

The utility model discloses a kind of three-dimensional adjustable supporting parts for installing precast facade, including bearing main frame, bearing main frame includes the H-shaped frame of left plate, right plate and intermediate plate composition, back side panel is equipped on rear side of the top of H-shaped frame, back side panel is vertical with intermediate plate, two pieces of triangular reinforcing plates are equipped between back side panel and intermediate plate, H-shaped frame top is made to form three grid, respectively left lattice, middle lattice and right lattice;Fixing nut is welded on the intermediate plate of the lower part and left lattice, middle lattice and right lattice of left plate and right plate;Fixing nut on middle lattice intermediate plate is connected with vertical adjustment screw rod;The back side panel of left lattice and right lattice is equipped with longitudinally adjust screw rod, and is equipped with traveling nut;Lateral adjustments screw rod is connected in the fixing nut of left plate and right plate lower part.The utility model can realize that wall is accurately positioned adjustment with main frame structure building, avoid and adjusted by cooperations such as jack and chain blocks.Installation difficulty is low, installation accuracy, efficient.

Description

A kind of three-dimensional adjustable supporting part for installing precast facade
Technical field
The utility model is related to supporting part more particularly to a kind of three-dimensional adjustable supporting parts for installing precast facade.
Background technology
With the industrialized production of prefabricated components, while wall installation node and wall installation accuracy are to integrally-built heavy The property wanted increasingly embodies.Existing height-regulating supporting part is by supporting part (8mm steel plates are assemblied to form), vertical adjustment screw rod (M20*110) It forms, supporting part is connect by bolt with wall body keel.Supporting part plays load-bearing effect, and jack and chain block is coordinated to adjust In place.Existing supporting part needs to realize the adjusting of wall by complicated processes such as jack, chain block and manpower draggings, and adjust It is not high to save precision.
Utility model content
For the utility model in order to solve the above-mentioned deficiency of the prior art, providing a kind of three-dimensional for installing precast facade can Mode supporting part.
The above-mentioned purpose of the utility model is realized by following technical solution:A kind of three-dimensional for installing precast facade Adjustable supporting part, including bearing main frame, the bearing main frame includes the H-shaped of left plate, right plate and intermediate plate composition Frame, the top rear side of the H-shaped frame are equipped with back side panel, and back side panel is vertical with intermediate plate, and two are equipped between back side panel and intermediate plate Block triangular reinforcing plate makes H-shaped frame top form three grid, respectively left lattice, middle lattice and right lattice;The left plate and right side It is welded with fixing nut on the intermediate plate of the lower part of plate and left lattice, middle lattice and right lattice, the top of left plate and right plate is set There is bolt hole;Fixing nut on the middle lattice intermediate plate is connected with vertical adjustment screw rod;The back side panel of the left lattice and right lattice Longitudinally adjust screw rod is equipped with, and traveling nut is installed;It is connected in the fixing nut of the left plate and right plate lower part Lateral adjustments screw rod.
The bearing main frame is welded using Q235 or Q345 steel plates or stainless steel plate assembly, according to different walls Weight, wind resistance and shockproof requirements use steel plate thickness as 4-8mm.
The vertical adjustment screw rod uses M20*100 full flight screws;Coordinate with fixing nut and adjust wall height.
The lateral adjustments screw rod uses M20*100 full flight screws;Coordinate lateral adjustments wall with fixing nut.
The longitudinally adjust screw rod uses M20*130 full flight screws;Coordinate longitudinally adjust wall with traveling nut.
The fixing nut is welded on bearing main frame, and cooperation screw rod adjusts wall position.
The traveling nut coordinates longitudinally adjust screw rod longitudinally adjust wall.
Bearing main frame and wall body keel are connected as one by the utility model by bolt.Lightgage steel joist frame is coordinated to make " skeleton " for wall is for bearing the horizontal loading of wall.It is overlapped on agent structure bracket by this bearing system, by wall Body is connect with agent structure, realizes the transmission of power.
The utility model stress transmittance process and vertical adjustment principle:
(1) fixing nut is welded on bearing main frame.
(2) bearing main frame is integrated by bolt and wall connecting, and wall gravity is passed by this frame and fixing nut Pass vertical adjustment screw rod.
(3) vertical adjustment screw rod cooperation fixing nut is connected as a single entity with bearing main frame, by fixing nut by wall weight Power transmits a bracket and agent structure.
Lateral adjustments principle:
(1) fixing nut is welded on bearing main frame.
(2) using bracket as fulcrum, screw rod cooperation fixing nut realizes that wall is moved to side.
(3) movement of left and right both direction is realized in the lateral adjustments screw rod cooperation of left and right two.
Longitudinally adjust principle:
(1) in screw head welding and embedded part.
(2) inside and outside adjust is realized using two traveling nuts.
(3) two regulating devices in left and right avoid unstability.
(4) hole that bearing main frame corresponds to this screw rod is slotted hole, avoids influencing lateral adjustments.
The utility model supporting part has enough rigidity and intensity, it is located at wall top, to bearing wall load, protects Card wall does not destroy under gravity laod, wind load and geological process.Supporting part is usually generally according to 1200mm- The arranged for interval of 1800mm is determined according to different wall sizes and loading condition according to concrete condition.
The utility model compared with prior art the advantages of be:The utility model can realize that wall is built with main frame structure It builds and is accurately positioned adjustment, construction site only needs to realize that wall is accurately positioned installation by this supporting part.It avoids logical Cross the cooperations such as jack and chain block adjusting.Installation difficulty will substantially reduce, and installation accuracy, installation effectiveness will greatly improve. Specifically:
(1) the three-dimensional adjustable supporting part of the utility model is a kind of mating connector of plug-in wall system, is built to realize The prefabricated and assembling for building industry provides preferably mating guarantee, promotes the development of national housing industrialization.
(2) the three-dimensional adjustable supporting part of the utility model promotes installation effectiveness, external wall installation difficulty is reduced, Manpower is saved, improves efficiency and installation precision.
(3) the three-dimensional adjustable supporting part of the utility model is quick for installation, is greatly improved rate of progress of the construction.
Description of the drawings
Fig. 1 is the structure diagram of the utility model.
Fig. 2 is bracket part scheme of installation in the utility model installation method.
Fig. 3 is wall assembling schematic diagram in the utility model installation method.
Fig. 4 is that wall lifts schematic diagram in the utility model installation method.
Fig. 5 is that wall is in place in the utility model installation method and adjusts schematic diagram.
Specific embodiment
The utility model is described in further detail with reference to embodiment.
As shown in Figure 1, a kind of three-dimensional adjustable supporting part for installing precast facade, described to hold including bearing main frame 1 Weight main frame 1 includes the H-shaped frame that left plate 1-1, right plate 1-2 and intermediate plate 1-3 are formed, and is set on rear side of the top of the H-shaped frame There is back side panel 1-4, back side panel 1-4 is vertical with intermediate plate 1-3, adds between back side panel 1-4 and intermediate plate 1-3 equipped with two pieces of triangles Strong plate 1-5, makes H-shaped frame top form three grid, respectively left lattice, middle lattice and right lattice;The left plate 1-1 and right plate 1- Fixing nut 5, left plate 1-1 and right plate 1- are welded on the intermediate plate 1-3 of 2 lower part and left lattice, middle lattice and right lattice 2 top is equipped with bolt hole 9;Fixing nut 5 on the middle lattice intermediate plate 1-3 is connected with vertical adjustment screw rod 2;The left lattice Longitudinally adjust screw rod 4 is equipped with, and traveling nut 6 is installed with the back side panel 1-4 of right lattice;The left plate 1-1 and right plate Lateral adjustments screw rod 3 is connected in the fixing nut 5 of 1-2 lower parts.
The bearing main frame 1 is welded using Q235 or Q345 steel plates or stainless steel plate assembly, according to different walls Body weight, wind resistance and shockproof requirements use steel plate thickness as 4-8mm.
The vertical adjustment screw rod 2 uses M20*100 full flight screws;Coordinate with fixing nut and adjust wall height.
The lateral adjustments screw rod 3 uses M20*100 full flight screws;Coordinate lateral adjustments wall with fixing nut.
The longitudinally adjust screw rod 4 uses M20*130 full flight screws;Coordinate longitudinally adjust wall with traveling nut.
The fixing nut 5 is welded on bearing main frame, and cooperation screw rod adjusts wall position.
The traveling nut 6 coordinates longitudinally adjust screw rod longitudinally adjust wall.
The stress transmittance process of the utility model and vertical adjustment principle:
(1) fixing nut 5 is welded on bearing main frame 1.
(2) bearing main frame 1 is integrated by bolt and wall connecting, and wall gravity passes through this frame and fixing nut 5 Pass to vertical adjustment screw rod 2.
(3) vertical adjustment screw rod 2 coordinates fixing nut to be connected as a single entity with bearing main frame, by fixing nut 5 by wall Weight transfer bracket part 7 and agent structure.
The lateral adjustments principle of the utility model:
(1) fixing nut is welded on bearing main frame 1.
(2) using bracket part 7 as fulcrum, lateral adjustments screw rod 3 coordinates fixing nut 5 to realize that wall is moved to side.
(3) movement of left and right both direction is realized in left and right two lateral adjustments screw rods 3 cooperation.
The longitudinally adjust principle of the utility model:
(1) 4 head of longitudinally adjust screw rod is welded on bracket part 7.
(2) inside and outside adjusting is realized using two traveling nuts 6.
(3) two regulating devices in left and right avoid unstability.
(4) hole that bearing main frame 1 corresponds to longitudinally adjust screw rod 4 is slotted hole, avoids influencing lateral adjustments.
As shown in Figure 1, Figure 2 to shown in Fig. 5, the installation method of the utility model:
1st, bracket is installed
(1) bracket part 7 is welded in a pre-installation in building main structure.
(2) when wall is positioned over building main structure corresponding position, the dead weight of wall is transferred to bracket part by supporting part 7, until main structure.
2nd, wall assembles
(1) bearing main frame 1 is connected as a single entity with wall by bolt 8.
(2) fixing nut 5 is soldered to 1 corresponding bolt hole position of bearing main frame.
(3) screw rod vertical adjustment screw rod 2, lateral adjustments screw rod 3 are connect by fixing nut 5 with bearing main frame 1.
3rd, wall lifts
(1) bolt location is regulated, certain installation operation spacing is kept with rod structure, wall and bracket part 7.
(2) lifting wall takes load-bearing pillar component 1 to bracket part 7.
4th, wall is in place and adjusts
(1) by vertical adjustment screw rod 2, coordinate the fixing nut 5 of corresponding position, using bracket part as fulcrum, adjust wall The vertical height of body.The general length of adjusting screw rod is 100mm or so, is that the vertical position that wall has 70mm or so adjusts sky Between.
(2) by two lateral adjustments screw rods 3, coordinate the fixing nut 5 of corresponding position, it is real using bracket part as fulcrum Existing wall laterally adjusts.The general length of adjusting screw rod is 100mm or so, is that the lateral position that wall has 70mm or so adjusts sky Between.
(3) by longitudinal screw nut welding with thematic structure it is pre-buried on;By two longitudinal screws 4, coordinate corresponding position Traveling nut 6, using wall as fulcrum, realize that wall laterally adjusts.The general length of adjusting screw rod is 130mm or so, is wall The lengthwise position that body has 50mm or so adjusts space.
The three-dimensional adjustable supporting part feature of the utility model:
Modulability is strong:It is applicable to the accurate adjustment of wall different direction, major structure of construction can be steel construction, cast-in-place Concrete structure and precast concrete;Available for multi-rise building
Degree of regulation is high:Wall precision in place is high, greatly ensures wall precision in place, reduces construction error.
Strong operability:This supporting part is easy to adjust, quick, without mating too many tool, instead of artificial draggings a large amount of in the past Or borrow the complicated heavy operation mode such as chain block and jack.It can accurately be adjusted in place by spanner.
Economy:Due to being quickly and expediently installed, installation is more quick and efficient, so as to greatly improve work effect Rate, while reduce corresponding manpower.Greatly reduce construction cost.
Structure is reliable:Design can meet bearing capacity, lateral twisting deflection and corresponding wind load testing requirements easily
Production is easy:The automation designed and produced can be achieved in load-bearing main body part, and dimensional accuracy is high.
Accessory purchase is convenient:The bolt of M20 is market regular size, and materials are easy.
Above-mentioned specific embodiment is only exemplary, and is to preferably make skilled artisans appreciate that originally Patent, it is impossible to be not understood as the limitation for including range to this patent;As long as times made of spirit according to disclosed in this patent How with change or modification, the range that this patent includes is each fallen within.

Claims (5)

1. a kind of three-dimensional adjustable supporting part for installing precast facade, it is characterised in that:Including bearing main frame, the load-bearing Main frame includes the H-shaped frame of left plate, right plate and intermediate plate composition, and back side panel, rear side are equipped on rear side of the top of the H-shaped frame Plate is vertical with intermediate plate, and two pieces of triangular reinforcing plates are equipped between back side panel and intermediate plate, and H-shaped frame top is made to form three lattice Son, respectively left lattice, middle lattice and right lattice;The intermediate plate of the lower part and left lattice, middle lattice and right lattice of the left plate and right plate On be welded with fixing nut, the top of left plate and right plate is equipped with bolt hole;Fixing nut on the middle lattice intermediate plate It is connected with vertical adjustment screw rod;The back side panel of the left lattice and right lattice is equipped with longitudinally adjust screw rod, and is equipped with traveling nut; Lateral adjustments screw rod is connected in the fixing nut of the left plate and right plate lower part.
2. a kind of three-dimensional adjustable supporting part for installing precast facade according to claim 1, it is characterised in that:It is described Bearing main frame is welded using Q235 or Q345 steel plates or stainless steel plate assembly, steel plate thickness 4-8mm.
3. a kind of three-dimensional adjustable supporting part for installing precast facade according to claim 1, it is characterised in that:It is described Vertical adjustment screw rod uses M20*100 full flight screws;Coordinate with fixing nut and adjust wall height.
4. a kind of three-dimensional adjustable supporting part for installing precast facade according to claim 1, it is characterised in that:It is described Lateral adjustments screw rod uses M20*100 full flight screws;Coordinate lateral adjustments wall with fixing nut.
5. a kind of three-dimensional adjustable supporting part for installing precast facade according to claim 1, it is characterised in that:It is described Longitudinally adjust screw rod uses M20*130 full flight screws;Coordinate longitudinally adjust wall with traveling nut.
CN201721584052.3U 2017-11-23 2017-11-23 A kind of three-dimensional adjustable supporting part for installing precast facade Active CN207499203U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721584052.3U CN207499203U (en) 2017-11-23 2017-11-23 A kind of three-dimensional adjustable supporting part for installing precast facade

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721584052.3U CN207499203U (en) 2017-11-23 2017-11-23 A kind of three-dimensional adjustable supporting part for installing precast facade

Publications (1)

Publication Number Publication Date
CN207499203U true CN207499203U (en) 2018-06-15

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109812028A (en) * 2019-03-27 2019-05-28 中建四局第一建筑工程有限公司 A kind of bracket device and its application method convenient for precast beam rapid construction
CN112312699A (en) * 2020-10-21 2021-02-02 北京华卓精科科技股份有限公司 Installation adjusting structure of equipment shell guard plate

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109812028A (en) * 2019-03-27 2019-05-28 中建四局第一建筑工程有限公司 A kind of bracket device and its application method convenient for precast beam rapid construction
CN112312699A (en) * 2020-10-21 2021-02-02 北京华卓精科科技股份有限公司 Installation adjusting structure of equipment shell guard plate

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