CN105672677A - Support tool used for fabricated building wallboard installation and use method of support tool - Google Patents

Support tool used for fabricated building wallboard installation and use method of support tool Download PDF

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Publication number
CN105672677A
CN105672677A CN201610167631.1A CN201610167631A CN105672677A CN 105672677 A CN105672677 A CN 105672677A CN 201610167631 A CN201610167631 A CN 201610167631A CN 105672677 A CN105672677 A CN 105672677A
Authority
CN
China
Prior art keywords
expansion link
mounting groove
bracket
straight
bar
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
CN201610167631.1A
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Chinese (zh)
Inventor
陈华锋
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Jinan Lufangzhihe Information Technology Co Ltd
Original Assignee
Jinan Lufangzhihe Information Technology Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Jinan Lufangzhihe Information Technology Co Ltd filed Critical Jinan Lufangzhihe Information Technology Co Ltd
Priority to CN201610167631.1A priority Critical patent/CN105672677A/en
Publication of CN105672677A publication Critical patent/CN105672677A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
    • E04G21/24Safety or protective measures preventing damage to building parts or finishing work during construction
    • E04G21/26Strutting means for wall parts; Supports or the like, e.g. for holding in position prefabricated walls

Abstract

The invention discloses a support tool used for fabricated building wallboard installation and a use method of the support tool. The support tool comprises a hexagonal prism plate, a first telescopic rod, a second telescopic rod, a third telescopic rod, a fourth telescopic rod and a straight rod, wherein five installing grooves are formed in the hexagonal prism plate; the first telescopic rod, the second telescopic rod, the third telescopic rod, the fourth telescopic rod and the straight rod are respectively arranged in the five installing grooves to form pin joint; the tail section of the second telescopic rod is provided with a solid tire. According to the support tool disclosed by the invention, each telescopic rod has a regulating function of three-dimensional space, and is capable of making up a problem that installation is difficult due to location degree deviation of embedded parts, and a herringbone support is formed, so that support reliability is increased.

Description

Assembled architecture wallboard is installed by stake tool and a using method thereof
Technical field
The present invention relates to the technical field of auxiliary equipment of building structure, install by stake tool and a using method thereof particularly to assembled architecture wallboard.
Background technology
Prefabrication refers to by the component of the prefabrication building at assemble in site. Prefabrication has the advantages such as easy construction, project progress be fast. In recent years, prefabricated assembled form of construction work, increasingly receive significant attention and application.
Prefabricated panel, when assembling, not only needs prefabricated panel is fixed, and needs the perpendicularity of prefabricated panel is adjusted. How prefabricated panel to be carried out fixing reliably and regulates easily, it will safety and efficiency to construction produce material impact.
Current simple support bar of installing and using carries out auxiliary support, and support bar therein is generally adopted two-way anti-silk and coordinates, the support bar of this structure, and dynamics is concentrated mainly on screw thread, and screw thread is easily damaged, and causes dismounting difficulty.
Summary of the invention
It is an object of the invention to provide a kind of assembled architecture prefabricated panel installation bearing diagonal and using method thereof, fixing described prefabricated panel not only can be supported by arranging scalable rod member, and the perpendicularity of prefabricated panel can be adjusted, and there is advantage safe and reliable, easy and simple to handle, that be prone to construction.
The technical solution adopted for the present invention to solve the technical problems is:
Assembled architecture wallboard is installed by a stake tool, including six prism dishes, the first expansion link, the second expansion link, the 3rd expansion link, the 4th expansion link and straight-bar, wherein
Described six prism dishes are hexa-prism, upper and lower two sides are provided with first, second mounting groove, wherein first, second mounting groove is oppositely arranged, and the three, the 4th mounting grooves being oppositely arranged it are provided with in the both sides of the second mounting groove, it is additionally provided with the 5th mounting groove at the back side of six prism dishes simultaneously, five mounting grooves are respectively provided with a pin-and-hole installing metal pin;
First expansion link includes upper, middle and lower three branch, and top is divided into upper lever, and the top of described upper lever is connected with the first mounting groove pivot joint; Bottom is divided into lower beam part, the bottom of described lower rod member to carry out pivot joint with the first bracket being positioned on main structure body and is connected; It is attached by the silk braid at middle part between upper lever and lower rod member, and there is inside described silk braid reverse screw thread;
The bottom of the second expansion link is solid tyre, and the upper end of the second expansion link is arranged in the 5th mounting groove by hinged form;
The lower end of described straight-bar is arranged in the second mounting groove by metal round pin, and described straight-bar upper end is articulated and connected by one and is connected with the second bracket pivot joint;
The lower end of described three, the 4th expansion links is arranged in the three, the 4th mounting grooves respectively through metal round pin, and upper end is coordinated with the three, the 4th brackets by the form of grafting.
Further, described 5th mounting groove is positioned at the middle position of six prism dishes.
Further, the trench bottom of described first to the 5th mounting groove is arc articular surface.
Further, described three, the 4th expansion links and be arc surface at the top of upper lever.
The using method by a stake tool installed by assembled architecture wallboard, it is characterised in that: step is as follows,
Step one: winched to by prefabricated panel on the appointment position of main structure body, uses bolt to be separately fixed at by first to fourth bracket on the embedded part on prefabricated panel and main structure body after on-the-spot cleaning;
Step 2: then use metal round pin that with the first corresponding bracket and the second bracket, the first expansion link and straight-bar are carried out pivot joint connection, form one, and second the lower end of expansion link be obliquely installed near precast wall body, then the length regulating first to fourth expansion link is adjusted the vertical degree of prefabricated panel, and make the first expansion link and straight-bar not on the same line and at middle part downward bending, finally carry out building of corner post;
Step 3, after corner post maintenance hardening, removes stake tool, a bracket.
Further, before step 2, also include a step that the embedded part surface in prefabricated panel and main structure body is cleared up.
Effect of the invention is that:
Telescoping rod in the present invention has three-dimensional regulatory function, it is possible to make up the installation difficulty that built-in fitting position degree deviation is brought.
Telescoping rod in the present invention has four, and be arranged symmetrically with, stress is effectively decomposed, body of wall is formed multi-point support, and forming timbering with rafter arch sets at the first to the second expansion link place so that pressure is decomposed and is disperseed, and improves security performance, embedded part is sheared, it is to avoid embedded part is carried out excessive drawing.
Quick dismounting can be realized, it is simple to site operation.
Bracket therein and parts except embedded part can effectively reuse, and reduce operating expenses further.
Accompanying drawing explanation
Fig. 1 is principles of the invention figure.
Fig. 2 is the axonometric chart of the present invention.
Fig. 3 is side view.
Fig. 4 is the axonometric chart of six prism dishes.
Fig. 5 is the axonometric chart of straight-bar.
Fig. 6 is the axonometric chart of the 3rd expansion link.
Fig. 7 is the axonometric chart of the first expansion link.
Fig. 8 is the axonometric chart of the second expansion link.
Fig. 9 is the node diagram of the first bracket and main structure body.
Figure 10 is the node diagram of the 3rd bracket and prefabricated panel.
In figure: 1 prefabricated panel, 2 main structure bodies, 3 embedded parts, 31 screw shells, 4 six prisms, 41 first mounting grooves, 42 second mounting grooves, 43 the 3rd mounting grooves, 44 the 4th mounting grooves, 45 the 5th mounting grooves, 46 pin-and-holes, 51 first expansion links, 511 upper lever, 512 connected structures, 512 ' connected structures, 513 times rod members, 514 silk braids, 52 second expansion links, 521 solid tyre, 53 the 3rd expansion links, 54 the 4th expansion links, 531, 541 arc surfaces, 55 straight-bars, 61 first Ns of lower limbs, 611 galvanized steel plain sheets, 612 hinged pick up the ears, 613 support joint, 614 screws, 62 second Ns of lower limbs, 63 the 3rd Ns of lower limbs, 631 hemispherical groove, 64 the 4th brackets.
Detailed description of the invention
A kind of assembled architecture prefabricated panel installation adjustable support instrument and the using method thereof that the present invention are proposed below in conjunction with the drawings and specific embodiments are described in further detail. According to description below and claims, advantages and features of the invention will be apparent from. Hereinafter by cited embodiment in conjunction with accompanying drawing, technology contents and the feature of the present invention will be described in detail. Need to additionally illustrating, accompanying drawing all adopts the form simplified very much and all uses non-ratio accurately, only in order to convenience, the purpose aiding in illustrating the embodiment of the present invention lucidly.
Refer to Fig. 1 to Fig. 9, present embodiments provide a kind of assembled architecture prefabricated panel 1 installation adjustable support instrument, be arranged at the installing engineering between main structure body 2 and prefabricated panel 1, between common-use words vertical wall.
Wherein, prefabricated panel refers to, wallboard, window portion etc. are prefabricated in the factory the prefabricated components of molding in advance, it is necessary to lifting operation at the scene.
Owing to the deadweight of the large scale prefabricated parts such as wallboard is bigger, and the installation requirements such as vertically degree, position degree is higher, usual loop wheel machine carries out coordinating operation, in the process of lifting, and the process installed needs to fix temporarily, fixing mode is various, and the mode comparing main flow at present is to use bearing diagonal to carry out auxiliary to support. The present invention is just to provide a kind of replacement instrument.
What current bearing diagonal existed major problem is that, regulatory function is limited, and support bar due in adjustment process stress relatively big, screw thread is easily damaged, so not possessing life-time service.
Use is the present invention be supported; being customized firstly the need of to prefabricated panel, wherein, embedded part 3 adopts galvanized steel plain sheet and bar construction; compare advantage with existing embedded part to be in that; being previously provided with a screw shell 31 in embedded part, this screw shell extends inward, and is being internally formed a fastening structure; wherein; in prefabrication process, use plug to block screw shell, form protection structure.
It is internal that embedded part is embedded in wallboard in prefabrication process, and screw shell is protected by plug for prefabrication phase.
The reference structure once that the structure of plug is detailed:
Including flexible portion and rigid element, wherein rigid element is a hexagon cap nut, and flexible portion is a sponge column, and above-mentioned sponge column part is tucked in screw shell, and the screw shell of prefabrication phase is protected.
This support instrument includes six prism dish the 4, first expansion link the 51, second expansion link the 52, the 3rd expansion link the 53, the 4th expansion link 54 and straight-bars 55.
Six above-mentioned prism disc main bodies are six prisms 4, upper and lower two sides are provided with first, second mounting groove 41,42, wherein first, second mounting groove is oppositely arranged, and the three, the 4th mounting grooves 43,44 being oppositely arranged it are provided with in the both sides of the second mounting groove 42, it is additionally provided with the 5th mounting groove 45 at the back side of six prism dishes simultaneously, 5th mounting groove 45 is centrally located, has a pin-and-hole 46 installing metal pin in five above-mentioned mounting grooves.
For reaching the stressed effect of the best, the trench bottom of above-mentioned five mounting grooves is designed as arc articular surface 47, improves the contact area with expansion link, improves bearing capacity.
First expansion link 51, this telescoping rod includes upper, middle and lower three branch, top is divided into a rod member, concrete, is a round steel pipe, for ease of describing, being here labeled as upper lever 511, the top of upper lever forms a connected structure 512 by pounding flat mode, and boring forms hinge hole on connected structure, these hinge hole both sides are respectively provided with a circular gasket, and are arranged in the first mounting groove by a metal round pin.
Bottom is divided into a rod member, concrete, it it is a round steel pipe, for ease of describing, being here labeled as lower rod member 513, the bottom of lower rod member 513 forms a connected structure 512 ' by welding the mode of link, and is provided with circular hole on connected structure, for carrying out slip-knot with the first bracket 61 being positioned on main structure body, form pivot joint and connect.
Upper lever and lower rod member, the middle silk braid 514 that passes through links, and above-mentioned silk braid 514 is internal has reverse screw thread, and namely in the process rotating silk braid, the first expansion link extends or shortens.
Second expansion link 52, similar to the first expansion link in structure, it is different in that, what install in the bottom of lower rod member is a pair solid tyre 521, and the upper end of the second expansion link is arranged in the 5th mounting groove by hinged form.
Two above-mentioned expansion links can rotate around respective metal round pin, forms pin-jointed structure.
Straight-bar 55 is a zinc-plated square steel tube, and is processed to form circular hole at two ends, and the lower end of straight-bar is arranged in the second mounting groove 42 by metal round pin, and formation is articulated and connected, and straight-bar upper end is articulated and connected by one and is connected with the second bracket 62.
Three, the 4th expansion links 53,54 are identical with the first Telescopic rod structure, end, one end is arranged in the three, the 4th mounting grooves 43,44 respectively through metal round pin, the other end is then designed as circle, carries out grafting by the form of grafting with the three, the 4th brackets 63,64 and coordinates. And be arc surface 531,541 at the top of upper lever, coordinated by the arc articular surface in this arc surface and the first mounting groove, form joint and coordinate, improve contact strength.
The bracket junction point of four expansion links and a straight-bar carries out detailed explanation separately below.
First bracket 61, with reference to Fig. 9, galvanized steel plain sheet 611, hinged 612 and the support joint 613 of picking up the ears, wherein above-mentioned hinged picking up the ears 612 is two, and is symmetrical arranged, and centre is hinge area, and support joint 613 it is provided with in the hinged centre position picked up the ears, wherein above-mentioned support joint is arcwall face, with reference to Fig. 9, for coordinating with above-mentioned plugboard. And on galvanized steel plain sheet 611, it is provided with at least two bolt hole, by screw 614, the first above-mentioned bracket is fixed in the embedded part in main structure body. Above-mentioned embedded part is near the centre position of main structure body. Above-mentioned position, support joint has two effects, and one is, improve hinged pick up the ears 612 overall warping resistance intensity, two be with in connected structure articular surface formed coordinate.
It is provided with a circular hole above-mentioned hinged picking up the ears in 612, is used for interting round pin, simultaneously the plugboard on telescoping rod and support and form joint between joint and coordinates, it is to avoid round pin transition carries stress and deforms.
Second bracket 62 is identical with the first lower limb structure, is arranged on precast wall body, is not repeating.
The 3rd above-mentioned bracket 63 is identical with the 4th bracket 64 structure, and be arranged symmetrically with, wherein the 3rd bracket 63 has a hemispherical groove 631 in including, the end arc surface making the 3rd above-mentioned expansion link is inserted in the hemispherical groove 631 of correspondence, form a kind of grafting to coordinate, with reference to Figure 10, and undertaken holding out against by regulating the 3rd expansion link. First to fourth above-mentioned bracket is all bolted on embedded part, can dismantle, and reuse after use.
Scheme further, it is also possible to be also respectively provided with steel wire rope riveting point in above-mentioned prefabricated panel 1 and main structure body 2, coordinates steel wire rope 7 to carry out the locking of position, it is ensured that position is not moved after positioning.
This structure composition consider the compressive property compressive property of prefabricated panel etc. integrated information, below its structure is described in detail:
Please continue to refer to 1 to Fig. 8, the present embodiment additionally provides the using method of a kind of assembled architecture prefabricated components 1 installation scalable bearing diagonal as above, and step is as follows:
Step one: first, is arranged on embedded part main structure body 2 in advance and in prefabricated panel 1, is additionally provided with steel wire rope riveting point in main structure body and prefabricated panel simultaneously.
Step 2: prefabricated panel 1 is winched on the appointment position of main structure body 2, under usual lifting state, it is difficult to ensure that prefabricated panel 1 is in vertical state all the time, therefore advantages of the present invention is that and can complete lifting when prefabricated structure has certain angle of inclination, specifically, after on-the-spot cleaning and use bolt to be separately fixed at by first to fourth bracket on the embedded part 3 on prefabricated panel and main structure body, above-mentioned bracket can dismount, reduce construction cost, and the embedded part of comprehensive utilization is as process structure, cattle lower limb is pulled down after being finished, do not affect other functions of embedded part.
Step 3: then use round pin that with the first corresponding bracket and the second bracket, the first expansion link and straight-bar are carried out pivot joint connection, form one, and second the lower end of expansion link be obliquely installed near precast wall body, then the length regulating each expansion link is adjusted the vertical degree of prefabricated panel, and make the first expansion link and straight-bar not on the same line and at middle part downward bending, finally use steel wire rope to carry out locking, after forming one, building of corner post can be carried out.
Step 4, after corner post maintenance hardening, removes stake tool, a bracket.
After dismounting, a stake tool, bracket can be reused, and reduce installation cost.
In sum, there is advantages that
One, the present invention installs rapidly, and can be adjusted according to field condition, reduces lifting requirements, is conducive to saving lifting cost use, and improves lifting efficiency; More optimizedly, during this assembled architecture prefabricated panel is installed, all of component can conveniently be dismantled, it is simple to reuses, it is possible to reduces construction costs.
Two, stress is better, owing to two auxiliary telescopic bars are symmetrical arranged, and forms bikini support on precast wall body with straight-bar, prefabricated panel is formed reliable support, further increasing its overall stability.
Three, assembled architecture prefabricated panel of the present invention is installed, and coordinates steel wire rope to lock, it can be ensured that the safety in irrigation process, thus prefabricated panel is subjected to displacement, it is ensured that connection reliability, improves working security further.
Foregoing description is only the description to present pre-ferred embodiments, not any restriction to the scope of the invention, any change that the those of ordinary skill in field of the present invention does according to the disclosure above content, modification, belongs to the protection domain of claims.

Claims (6)

1. assembled architecture wallboard is installed by a stake tool, including six prism dishes (4), the first expansion link (51), the second expansion link (52), the 3rd expansion link (53), the 4th expansion link (54) and straight-bar (55), wherein
Described six prism dishes are hexa-prism, upper and lower two sides are provided with first, second mounting groove (41,42), wherein first, second mounting groove is oppositely arranged, and the three, the 4th mounting grooves (43,44) being oppositely arranged it are provided with in the both sides of the second mounting groove (42), it is additionally provided with the 5th mounting groove (45) at the back side of six prism dishes simultaneously, five mounting grooves are respectively provided with a pin-and-hole (46) installing metal pin;
First expansion link (51) includes upper, middle and lower three branch, and top is divided into upper lever (511), and the top of described upper lever is connected with the first mounting groove pivot joint; Bottom is divided into lower beam part (513), the bottom of described lower rod member (513) to carry out pivot joint with the first bracket (61) being positioned on main structure body and is connected; It is attached by the silk braid (514) at middle part between upper lever and lower rod member, and described silk braid (514) inside has reverse screw thread;
The bottom of the second expansion link (52) is solid tyre (521), and the upper end of the second expansion link is arranged in the 5th mounting groove by hinged form;
The lower end of described straight-bar (55) is arranged in the second mounting groove (42) by metal round pin, and described straight-bar upper end is articulated and connected by one and is connected with the second bracket (62) pivot joint;
The lower end of described three, the 4th expansion links is arranged in the three, the 4th mounting grooves (43,44) respectively through metal round pin, and upper end is coordinated with the three, the 4th brackets (63,64) by the form of grafting.
2. assembled architecture wallboard according to claim 1 is installed by a stake tool, it is characterised in that described 5th mounting groove (45) is positioned at the middle position of six prism dishes.
3. assembled architecture wallboard according to claim 1 is installed by a stake tool, it is characterised in that the trench bottom of described first to the 5th mounting groove is arc articular surface (47).
4. assembled architecture wallboard according to claim 1 is installed by stake tool, it is characterised in that described three, the 4th expansion links and be arc surface (531,541) at the top of upper lever.
5. the using method by a stake tool installed by assembled architecture wallboard as claimed in any of claims 1 to 4, it is characterised in that: step is as follows,
Step one: winched to by prefabricated panel (1) on the appointment position of main structure body (2), uses bolt to be separately fixed at by first to fourth bracket on the embedded part (3) on prefabricated panel and main structure body after on-the-spot cleaning;
Step 2: then use metal round pin that with the first corresponding bracket and the second bracket, the first expansion link and straight-bar are carried out pivot joint connection, form one, and second the lower end of expansion link be obliquely installed near precast wall body, then the length regulating first to fourth expansion link is adjusted the vertical degree of prefabricated panel, and make the first expansion link and straight-bar not on the same line and at middle part downward bending, finally carry out building of corner post;
Step 3, after corner post maintenance hardening, removes stake tool, a bracket.
6. using method according to claim 5, it is characterised in that before step 2, also includes a step that the embedded part surface in prefabricated panel and main structure body is cleared up.
CN201610167631.1A 2016-03-22 2016-03-22 Support tool used for fabricated building wallboard installation and use method of support tool Pending CN105672677A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201610167631.1A CN105672677A (en) 2016-03-22 2016-03-22 Support tool used for fabricated building wallboard installation and use method of support tool

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201610167631.1A CN105672677A (en) 2016-03-22 2016-03-22 Support tool used for fabricated building wallboard installation and use method of support tool

Publications (1)

Publication Number Publication Date
CN105672677A true CN105672677A (en) 2016-06-15

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201610167631.1A Pending CN105672677A (en) 2016-03-22 2016-03-22 Support tool used for fabricated building wallboard installation and use method of support tool

Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109025331A (en) * 2018-07-17 2018-12-18 上海理工大学 Combinable disk button prefabricated panel support construction

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4872634A (en) * 1988-08-29 1989-10-10 The Burke Company Bracing for tilt-up wall panel
US5943830A (en) * 1997-05-30 1999-08-31 Dayton Superior Corporation Knee brace bracket for tilt-up construction
US5956906A (en) * 1997-12-02 1999-09-28 Berich; Todd A. Adjustable support brace
WO2000061893A1 (en) * 1999-04-13 2000-10-19 Dayton Superior Corporation Knee brace bracket for tilt-up construction
US20110047895A1 (en) * 2009-09-02 2011-03-03 Finch Larry O Tilt-up wall brace dolly and method of use

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4872634A (en) * 1988-08-29 1989-10-10 The Burke Company Bracing for tilt-up wall panel
US5943830A (en) * 1997-05-30 1999-08-31 Dayton Superior Corporation Knee brace bracket for tilt-up construction
US5956906A (en) * 1997-12-02 1999-09-28 Berich; Todd A. Adjustable support brace
WO2000061893A1 (en) * 1999-04-13 2000-10-19 Dayton Superior Corporation Knee brace bracket for tilt-up construction
US20110047895A1 (en) * 2009-09-02 2011-03-03 Finch Larry O Tilt-up wall brace dolly and method of use

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109025331A (en) * 2018-07-17 2018-12-18 上海理工大学 Combinable disk button prefabricated panel support construction

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Application publication date: 20160615