CN104196263A - Supporting system for concrete precast component - Google Patents

Supporting system for concrete precast component Download PDF

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Publication number
CN104196263A
CN104196263A CN201410498107.3A CN201410498107A CN104196263A CN 104196263 A CN104196263 A CN 104196263A CN 201410498107 A CN201410498107 A CN 201410498107A CN 104196263 A CN104196263 A CN 104196263A
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CN
China
Prior art keywords
connecting rod
group
bracing
strutting arrangement
riser
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Granted
Application number
CN201410498107.3A
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Chinese (zh)
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CN104196263B (en
Inventor
张英保
廖丽英
张裕照
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.)
Zhongcheng Building Materials Co., Ltd.
Original Assignee
BEIJING EVEREST GREEN BUILDING TECHNOLOGY Co Ltd
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Priority to CN201410498107.3A priority Critical patent/CN104196263B/en
Publication of CN104196263A publication Critical patent/CN104196263A/en
Application granted granted Critical
Publication of CN104196263B publication Critical patent/CN104196263B/en
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  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Abstract

The invention discloses a supporting system for a concrete precast component and belongs to the technical field of construction tools. The supporting system comprises a first group supporting device, a second group supporting device, a first connecting rod and a second connecting rod, wherein two inclined supporting rods are positioned on the inner side of a first vertical plate respectively; the lower end of one inclined supporting rod is hinged to the ground and the upper end of the inclined supporting rod is hinged to the part, close to the top, of the first vertical plate; the lower end of the other inclined supporting rod is hinged to the ground and the upper end of the inclined supporting rod is hinged to the part, close to the top, of the first vertical plate; the second group supporting device and the first group supporting device are symmetrically arranged; the first connecting rod and the second connecting rod are parallel to each other and are horizontally arranged; a gap is reserved between the first connecting rod and the second connecting rod; one ends of the first connecting rod and the second connecting rod are fixed at the part, close to the top, of the first vertical plate respectively; the other ends of the first connecting rod and the second connecting rod are fixed at the part, close to the top, of the second vertical plate respectively; tie hitch bolts and nuts are arranged inside the gap. According to the invention, the concrete precast component can be mounted more accurately, rapidly and conveniently, and the mounting process is safer.

Description

The support system of concrete prefabricated element
Technical field
The present invention relates to a kind of building implement, relate to specifically a kind of support system of concrete prefabricated element.
Background technology
For implementing housing industrialization, builing industry entirety is upgraded and makes the transition to industrialization of construction industry mode at the operating type by traditional.For realizing industrialization of construction industry, various prefabricated assembled concrete wallboards are used widely.
In industrialization of construction industry work progress, various precast concrete panels had both required very high installation quality, need to ensure that precast concrete panel position, verticality are accurate, requirement can Fast Installation again, ensure efficiency of construction, the precast concrete panel that more needs to ensure installation is stable, safety, can not move and tilt.For reaching above-mentioned installation requirement, conventionally the construction method of taking is on the medial surface of each piece precast concrete panel, to support to fix, first on precast concrete panel medial surface, reserve strong point built-in fitting, then adopt inclined support bar or bracing frame to carry out supporting member, the bottom of inclined support bar or bracing frame will be fixedly connected with the ground preburied component of floor simultaneously, this method for supporting cost is higher, use material is many, multiple built-in fittings will be set in advance, not only need multi-point support, also to carry out verticality adjustment to each strong point, work progress is loaded down with trivial details, speed is slow.Inclined support bar or bracing frame are numerous simultaneously, are distributed in whole floor ground space, have both affected other job execution, also dangerous.
Summary of the invention
The object of this invention is to provide a kind of support system of concrete prefabricated element, it can install concrete prefabricated element more accurately, fast and easily, and installation process is safer.
To achieve these goals, technical solution of the present invention is: a kind of support system of concrete prefabricated element, comprise first group of bracing or strutting arrangement, second group of bracing or strutting arrangement and first, the second connecting rod, first group of bracing or strutting arrangement comprises the first riser and two inclined support bars, the length at two inclined support bar two ends is all adjustable, the first riser is connected on the first riser chassis, two inclined support bars are all positioned at the first riser inboard, an inclined support bar lower end is articulated with on ground, upper end is articulated with on the first riser near top place, another inclined support bar lower end is articulated with on ground, upper end is articulated with on the first riser near top place, two inclined support bars lay respectively in the plane paralleling with the side in the dual-side of the first riser, second group of bracing or strutting arrangement is identical with first group of support device structure, and second group of bracing or strutting arrangement and first group of bracing or strutting arrangement are symmetrically set, first, the second connecting rod is parallel to each other, horizontal positioned, and, first, between the second connecting rod, leave spacing, first, second connecting rod one end is all fixed on the first riser near top place, first, the second connecting rod other end is all fixed on the second riser near top place, in spacing, be provided with drawknot bolt and nut.
The support system of concrete prefabricated element of the present invention, wherein, described the first riser is L shaped plate, form L shaped the first side wall, the second sidewall inboard is fixed with respectively first, the second installing plate, the first installing plate is vertical with the first side wall, the second installing plate is vertical with the second sidewall, the upper end of a described inclined support bar is articulated with on described the first installing plate, the upper end of described another inclined support bar is articulated with on the second installing plate, described first, second connecting rod one end is all fixed on the second installing plate, first, the tie point of the second connecting rod and the second installing plate is positioned at the top of the tie point of another inclined support bar and the second installing plate.
The support system of concrete prefabricated element of the present invention, wherein, also comprises two inclined support bar chassis, and two inclined support bar chassis are installed on ground by reserved bolt, and the lower end of described two inclined support bars is articulated with respectively on an inclined support bar domain.
The support system of concrete prefabricated element of the present invention, wherein, described the first riser chassis comprises two L shaped fixed heads, the level board of two L shaped fixed heads is all connected on ground by reserved bolt, the vertical panel of two L shaped fixed heads is parallel with first, second installing plate respectively, between the bottom of the vertical panel of one of them L shaped fixed head and the first installing plate, be connected by one group of stay-bolt, nut, between the vertical panel of another L shaped fixed head and the bottom of the second installing plate, be connected by one group of stay-bolt, nut.
The support system of concrete prefabricated element of the present invention, wherein, also comprise the 3rd group of bracing or strutting arrangement and the 3rd connecting rod, the 4th connecting rod, the 3rd group of bracing or strutting arrangement is identical with first group of support device structure, and the 3rd group of bracing or strutting arrangement and first group of bracing or strutting arrangement are symmetrically set, the 3rd, the 4th connecting rod is parallel to each other, horizontal positioned, and, the 3rd, between the 4th connecting rod, leave spacing, the 3rd, the 4th connecting rod one end is all fixed on the first riser near top place, the 3rd, the 4th connecting rod other end is all fixed on the 3rd riser of the 3rd group of bracing or strutting arrangement near top place, the 3rd, in spacing between the 4th connecting rod, be provided with one group of drawknot bolt and nut, the 3rd, the 4th connecting rod and first, the second connecting rod is vertical.
The support system of concrete prefabricated element of the present invention, wherein, also comprises the 4th group of bracing or strutting arrangement and the 5th connecting rod, the 6th connecting rod, described the 4th group of bracing or strutting arrangement is identical with first group of support device structure, and the 4th group of bracing or strutting arrangement and the 3rd group of bracing or strutting arrangement, second group of bracing or strutting arrangement is symmetrical arranged mutually, and the 5th, the 6th connecting rod is parallel to each other, horizontal positioned, and, the 5th, between the 6th connecting rod, leave spacing, the 5th, the 6th connecting rod one end is all fixed on the 3rd riser of the 3rd group of bracing or strutting arrangement near top place, the 5th, the 6th connecting rod other end is all fixed on the 4th riser of the 4th group of bracing or strutting arrangement near top place, between the 4th group of bracing or strutting arrangement and second group of bracing or strutting arrangement, is provided with the 7th connecting rod, the 8th connecting rod, the 7th, the 8th connecting rod is parallel to each other, horizontal positioned, and the 7th, between the 8th connecting rod, leave spacing, the 7th, the 8th connecting rod one end is all fixed on the 4th riser of the 4th group of bracing or strutting arrangement near top place, the 7th, the 8th connecting rod other end is all fixed on the second riser near top place, the 7th, in spacing between the 8th connecting rod, be provided with one group of drawknot bolt and nut.
The support system of concrete prefabricated element of the present invention, wherein, also comprise the 5th group of bracing or strutting arrangement, the 5th group of bracing or strutting arrangement comprises the 5th riser and the 5th inclined support bar, the 5th riser is dull and stereotyped and vertically arranges, the 5th inclined support bar length is adjustable, and the 5th inclined support bar lower end is articulated with on ground, upper end is articulated with on the 5th riser near top place, the 5th group of bracing or strutting arrangement is arranged between first group of bracing or strutting arrangement and second group of bracing or strutting arrangement, described first, the second connecting rod is divided into two sections, between the first riser and the 5th riser one section and between the 5th riser and the second riser another section.
Adopt after such scheme, compared with prior art, because the support system of concrete prefabricated element of the present invention comprises first group, second group of bracing or strutting arrangement and be arranged at first between two groups of bracing or strutting arrangements, the second connecting rod, first, between the second connecting rod, leave spacing, in spacing, be provided with drawknot bolt, therefore while installation, do not need each concrete prefabricated element to support, bracing or strutting arrangement reduces, in each building unit, only has a small amount of support bar, both cost-saving, save space, greatly improve again installation rate, and first, the bracing or strutting arrangement of the second riser and inclined support bar is all along body of wall edge distribution, do not affect other procedures, in addition, on each concrete prefabricated element medial surface, without the reserved supporting embedded part of installing, only a reserved hole through lead screw, has saved member cost greatly, because first, second riser and first, second inclined support bar are fixed on ground, the position of first, second connecting rod is also completely fixed, after concrete prefabricated element is installed along first, second connecting rod, position accurately, vertically, ensure installation quality, concrete prefabricated element adopts drawknot screw and fastening nuts on first, second connecting rod simultaneously, concrete prefabricated element can not be toppled and safer, first, second riser had both played the effect of support system, also can serve as late poured band construction formwork.
Brief description of the drawings
Fig. 1 is the front view of the support system embodiment mono-of concrete prefabricated element of the present invention;
Fig. 2 is that the A-A of Fig. 1 is to sectional view;
Fig. 3 is that the C-C of Fig. 1 is to sectional view;
Fig. 4 is the top view of the support system embodiment bis-of concrete prefabricated element of the present invention;
Fig. 5 is the front view of the 5th group of bracing or strutting arrangement in the support system of concrete prefabricated element of the present invention;
Fig. 6 is the left view of the 5th group of bracing or strutting arrangement in the support system of concrete prefabricated element of the present invention.
Detailed description of the invention
The support system embodiment mono-of concrete prefabricated element of the present invention as shown in Figure 1, comprises first group of bracing or strutting arrangement 01, second group of bracing or strutting arrangement 02 and first, the second connecting rod 61, 62, the first groups of bracing or strutting arrangements 01 comprise the first riser 11 and two inclined support bars 12, 13, as shown in Figure 2, the first riser 11 is L shaped plate, first, the second sidewall 111, 112 formations are L shaped, two inclined support bars 12, the length at 13 two ends is all adjustable, and the first riser 11 is connected on the first riser chassis 111, and the first vertical rod chassis 111 is reserved bolt by ground and is connected on ground, two inclined support bars 12, 13 are all positioned at the first riser 11 inboards, and inclined support bar 12 lower ends are articulated with on ground, upper end is articulated with close top place on the first riser 11, and another inclined support bar 13 lower ends are articulated with on ground, upper end is articulated with on the first riser 11 near top place, two inclined support bars 12, 13 lay respectively at and first, the second sidewall 111, in 112 planes that parallel, second group of bracing or strutting arrangement 02 is identical with first group of bracing or strutting arrangement 01 structure, second group of bracing or strutting arrangement 02 and first group of bracing or strutting arrangement 01 symmetrically and two groups of bracing or strutting arrangements lay respectively at the two ends of a building masonry wall, first, the second connecting rod 61, 62 are parallel to each other, horizontal positioned, and, first, the second connecting rod 61, between 62, leave spacing 63, the first, the second connecting rod 61, 62 one end are all fixed on the first riser 11 near top place, first, the second connecting rod 61, 62 other ends are all fixed on the second riser 21 of second group of bracing or strutting arrangement 02 near top place, are provided with drawknot bolt and nut for concrete prefabricated element is installed in spacing 63.
As shown in Figure 2, the first side wall of the first riser 11, the second sidewall 111, 112 inboard is welded with respectively first, the second installing plate 113, 114, the first installing plate 113 is vertical with the first side wall 111, the second installing plate 114 is vertical with the second sidewall 112, the upper end of an inclined support bar 12 is articulated with the first installing plate 113 tops, the upper end of another inclined support bar 13 is articulated with the second installing plate 114 tops, first, the second connecting rod 61, 62 one end are all bolted on the second installing plate 114 of the first riser 11, first, the second connecting rod 61, 62 and the tie point of the second installing plate 114 be positioned at another inclined support bar 13 with the top of the tie point of the second installing plate 114.
As shown in Figure 1, more convenient for installing, on ground, be also provided with inclined support bar chassis 121,131,121,131, two, two inclined support bar chassis and be installed on ground by reserved bolt, the lower end of two inclined support bars 12,13 is articulated with respectively on an inclined support bar domain.
As shown in Figure 1, Figure 3, the first riser chassis 111 comprises two spaced L shaped fixed heads, the level board of two L shaped fixed heads is all connected on ground by reserved bolt, the vertical panel of two L shaped fixed heads is parallel with first, second installing plate 113,114 respectively, between the bottom of the first installing plate 113 of the vertical panel of one of them L shaped fixed head and the first riser 11, be connected by one group of stay-bolt, nut, between the bottom of the second installing plate 114 of the vertical panel of another L shaped fixed head and the first riser 11, be connected by one group of stay-bolt, nut.
The support system embodiment bis-of concrete prefabricated element of the present invention as shown in Figure 4, be also to comprise the 3rd group of bracing or strutting arrangement 03 and the 3rd connecting rod 71 with embodiment mono-difference, the 4th connecting rod, the 3rd group of bracing or strutting arrangement 03 is identical with first group of bracing or strutting arrangement 01 structure, and the 3rd group of bracing or strutting arrangement 03 and first group of bracing or strutting arrangement 01 are symmetrically set, three groups of bracing or strutting arrangements lay respectively on three end points of the L shaped body of wall of one side, the 3rd, the 4th connecting rod is parallel to each other, horizontal positioned, and, the 3rd, between the 4th connecting rod, leave spacing, the 3rd, the 4th connecting rod one end is all fixed on the first riser 11 near top place, the 3rd, the 4th connecting rod other end is all fixed on the 3rd riser 31 of the 3rd group of bracing or strutting arrangement 03 near top place, the 3rd, in spacing between the 4th connecting rod, be provided with one group of drawknot bolt and nut, the 3rd, the 4th connecting rod and first, the second connecting rod is vertical.
The present embodiment also can comprise the 4th group of bracing or strutting arrangement 04 and the 5th connecting rod 81, the 6th connecting rod, as shown in Figure 4, four groups of bracing or strutting arrangements lay respectively at four corners place of quadrangle building, the 4th group of bracing or strutting arrangement 04 is identical with first group of bracing or strutting arrangement 01 structure, and the 4th group of bracing or strutting arrangement 04 and the 3rd group of bracing or strutting arrangement 03, second group of bracing or strutting arrangement 02 is symmetrical arranged mutually, the 5th, the 6th connecting rod is parallel to each other, horizontal positioned, and, the 5th, between the 6th connecting rod, leave spacing, the 5th, the 6th connecting rod one end is all fixed on the 3rd riser 31 of the 3rd group of bracing or strutting arrangement 03 near top place, the 5th, the 6th connecting rod other end is all fixed on the 4th riser 41 of the 4th group of bracing or strutting arrangement 04 near top place, the 5th, between the 6th connecting rod, leave spacing, in this spacing, be provided with one group of drawknot bolt and nut, between the 4th group of bracing or strutting arrangement 04 and second group of bracing or strutting arrangement 02, be also provided with the 7th connecting rod 91 and the 8th connecting rod, the 7th, the 8th connecting rod is parallel to each other, horizontal positioned, the and the 7th, between the 8th connecting rod, leave spacing, the 7th, the 8th connecting rod one end is all fixed on the 4th riser 41 of the 4th group of bracing or strutting arrangement 04 near top place, the 7th, the 8th connecting rod other end is all fixed on the second riser 21 near top place, in this spacing, be provided with one group of drawknot bolt and nut.
In above-described embodiment two, in the time that between two adjacent groups bracing or strutting arrangement, spacing is larger, the 5th group of bracing or strutting arrangement also can be set, as Fig. 5, shown in 6, the 5th group of bracing or strutting arrangement 05 comprises the 5th riser 51 and the 5th inclined support bar 52, the 5th riser 51 is dull and stereotyped and vertically arranges, the 5th inclined support bar 52 length are adjustable, and the 5th inclined support bar 52 lower ends are articulated with on ground, upper end is articulated with on the 5th riser 51 near top place, in the time that the 5th group of bracing or strutting arrangement 05 is arranged between first group of bracing or strutting arrangement 01 and second group of bracing or strutting arrangement 02, first, the second connecting rod 61, 62 are divided into two sections, between the first riser 11 and the 5th riser 51 one section and between the 5th riser 51 and the second riser 21 another section.
When the supporter of concrete prefabricated element of the present invention is installed, first by surface-based the inclined support bar chassis of each inclined support bar reserved bolt, then place respectively four riser chassis along inner corner trim bottom, building longitudinal cross wall junction, four risers are installed on respectively on four riser chassis, each inclined support bar bottom of two-way adjustable length is connected on inclined support bar chassis, adjust the verticality of riser by adjusting the length of two inclined support bars, make the verticality of riser reach installation requirement, then by first of riser, stay-bolt between the vertical panel on the second installing plate and riser chassis, nut screws, thereby each riser is fixed.
After installation, as shown in Figure 4, by multiple concrete prefabricated elements 81, 82, 83 grades are positioned over first, the second connecting rod 62, 63 outsides, each concrete prefabricated element top is equipped with preformed hole, insert respectively a drawknot bolt from each preformed hole ecto-entad, drawknot bolt is through first, spacing between the second connecting rod, and through first, the second connecting rod surface, then respectively a nut is screwed into a drawknot bolt, each concrete prefabricated element is tightly fixed on to two connecting rod outsides, adopt method similar to the above the 3rd, the 4th connecting rod outside, the 5th, the 6th connecting rod outside and the 7th, the 8th connecting rod arranged outside concrete prefabricated element, form quadrangle body of wall.
The above embodiment is described the preferred embodiment of the present invention; not scope of the present invention is limited; design under the prerequisite of spirit not departing from the present invention; various distortion and improvement that the common engineers and technicians in this area make technical scheme of the present invention, all should fall in the definite protection domain of claims of the present invention.

Claims (7)

1. a support system for concrete prefabricated element, is characterized in that: comprise first group of bracing or strutting arrangement (01), second group of bracing or strutting arrangement (02) and first, the second connecting rod (61, 62), first group of bracing or strutting arrangement (01) comprises the first riser (11) and two inclined support bars (12, 13), two inclined support bars (12, 13) length at two ends is all adjustable, and it is upper that the first riser (11) is connected in the first riser chassis (111), two inclined support bars (12, 13) be all positioned at the first riser (11) inboard, an inclined support bar (12) lower end is articulated with on ground, it is upper near top place that upper end is articulated with the first riser (11), and another inclined support bar (13) lower end is articulated with on ground, it is upper near top place, two inclined support bars (12 that upper end is articulated with the first riser (11), 13) lay respectively in the plane paralleling with the side in the dual-side of the first riser (11), second group of bracing or strutting arrangement (02) is identical with first group of bracing or strutting arrangement (01) structure, and second group of bracing or strutting arrangement (02) is symmetrically set with first group of bracing or strutting arrangement (01), first, the second connecting rod (61, 62) be parallel to each other, horizontal positioned, and, first, the second connecting rod (61, 62) between, leave spacing (63), first, the second connecting rod (61, 62) the upper close top of the first riser (11) place, first are all fixed in one end, the second connecting rod (61, 62) other end is all fixed on the upper close top of the second riser (21) place, and spacing is provided with drawknot bolt and nut in (63).
2. the support system of concrete prefabricated element as claimed in claim 1, it is characterized in that: described the first riser (11) is L shaped plate, form L shaped the first side wall, the second sidewall (111, 112) inboard is fixed with respectively first, the second installing plate (113, 114), the first installing plate (113) is vertical with the first side wall (111), the second installing plate (114) is vertical with the second sidewall (112), the upper end of a described inclined support bar (12) is articulated with on described the first installing plate (113), the upper end of described another inclined support bar (13) is articulated with on the second installing plate (114), described first, the second connecting rod (61, 62) one end is all fixed on the second installing plate (114), first, the second connecting rod (61, 62) be positioned at the top of another inclined support bar (13) and the tie point of the second installing plate (114) with the tie point of the second installing plate (114).
3. the support system of concrete prefabricated element as claimed in claim 2, it is characterized in that: also comprise two inclined support bar chassis (121,131), two inclined support bar chassis (121,131) are installed on ground by reserved bolt, and the lower end of described two inclined support bars (12,13) is articulated with respectively on an inclined support bar domain.
4. the support system of concrete prefabricated element as claimed in claim 3, it is characterized in that: described the first riser chassis (111) comprises two L shaped fixed heads, the level board of two L shaped fixed heads is all connected on ground by reserved bolt, the vertical panel of two L shaped fixed heads is respectively with first, the second installing plate (113, 114) parallel, between the bottom of the vertical panel of one of them L shaped fixed head and the first installing plate (113), pass through one group of stay-bolt, nut is connected, between the bottom of the vertical panel of another L shaped fixed head and the second installing plate (114), pass through one group of stay-bolt, nut is connected.
5. the support system of concrete prefabricated element as claimed in claim 4, it is characterized in that: also comprise the 3rd group of bracing or strutting arrangement (03) and the 3rd connecting rod (71), the 4th connecting rod, the 3rd group of bracing or strutting arrangement (03) is identical with first group of bracing or strutting arrangement (01) structure, and the 3rd group of bracing or strutting arrangement (03) is symmetrically set with first group of bracing or strutting arrangement (01), the 3rd, the 4th connecting rod is parallel to each other, horizontal positioned, and, the 3rd, between the 4th connecting rod, leave spacing, the 3rd, it is upper near top place that the first riser (11) is all fixed in the 4th connecting rod one end, the 3rd, the 4th connecting rod other end is all fixed on the upper close top of the 3rd riser (31) place of the 3rd group of bracing or strutting arrangement (03), the 3rd, in spacing between the 4th connecting rod, be provided with one group of drawknot bolt and nut, the 3rd, the 4th connecting rod and first, the second connecting rod is vertical.
6. the support system of concrete prefabricated element as claimed in claim 5, it is characterized in that: also comprise the 4th group of bracing or strutting arrangement (04) and the 5th connecting rod (81), the 6th connecting rod, described the 4th group of bracing or strutting arrangement (04) is identical with first group of bracing or strutting arrangement (01) structure, and the 4th group of bracing or strutting arrangement (04) and the 3rd group of bracing or strutting arrangement (03), second group of bracing or strutting arrangement (02) is symmetrical arranged mutually, the 5th, the 6th connecting rod is parallel to each other, horizontal positioned, and, the 5th, between the 6th connecting rod, leave spacing, the 5th, the upper close top of the 3rd riser (31) place of the 3rd group of bracing or strutting arrangement (03) is all fixed in the 6th connecting rod one end, the 5th, the 6th connecting rod other end is all fixed on the upper close top of the 4th riser (41) place of the 4th group of bracing or strutting arrangement (04), between the 4th group of bracing or strutting arrangement (04) and second group of bracing or strutting arrangement (02), be provided with the 7th connecting rod (91), the 8th connecting rod, the 7th, the 8th connecting rod is parallel to each other, horizontal positioned, the and the 7th, between the 8th connecting rod, leave spacing, the 7th, the upper close top of the 4th riser (41) place of the 4th group of bracing or strutting arrangement (04) is all fixed in the 8th connecting rod one end, the 7th, it is upper near top place that the 8th connecting rod other end is all fixed on the second riser (21), the 7th, in spacing between the 8th connecting rod, be provided with one group of drawknot bolt and nut.
7. the support system of concrete prefabricated element as claimed in claim 6, it is characterized in that: also comprise the 5th group of bracing or strutting arrangement (05), the 5th group of bracing or strutting arrangement (05) comprises the 5th riser (51) and the 5th inclined support bar (52), the 5th riser (51) is dull and stereotyped and vertically arranges, the 5th inclined support bar (52) length is adjustable, and the 5th inclined support bar (52) lower end is articulated with on ground, it is upper near top place that upper end is articulated with the 5th riser (51), the 5th group of bracing or strutting arrangement (05) is arranged between first group of bracing or strutting arrangement (01) and second group of bracing or strutting arrangement (02), described first, the second connecting rod (61, 62) be divided into two sections, be positioned between the first riser (11) and the 5th riser (51) one section and be positioned at another section between the 5th riser (51) and the second riser (21).
CN201410498107.3A 2014-09-25 2014-09-25 The support system of concrete prefabricated element Active CN104196263B (en)

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CN105908965A (en) * 2016-04-20 2016-08-31 北京珠穆朗玛绿色建筑科技有限公司 Assembly type concrete wall board, assembly type building and assembly method
CN107939057A (en) * 2017-11-20 2018-04-20 北京博创绿色建筑科技有限公司 A kind of adjustable straining beam for concrete prefabricated element
CN112983049A (en) * 2021-03-11 2021-06-18 三能集成房屋股份有限公司 Prefabricated wallboard supporting system and using method thereof
CN115262959A (en) * 2022-07-01 2022-11-01 中国十七冶集团有限公司 Inclined-pulling type post-cast strip supporting system

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US3874625A (en) * 1972-06-02 1975-04-01 Robert N Hansen Support brace for walls and the like
BR8206201A (en) * 1982-10-21 1984-05-29 Outinord Brasil Formas Metalic METALLIC SHORING FOR EXCAVATION
CN1131717A (en) * 1994-10-26 1996-09-25 陈皇利 Hydrid site casting form work system
KR101320700B1 (en) * 2012-03-15 2013-10-23 서보산업 주식회사 The Supporting Structure Of Walls Corner
CN202559773U (en) * 2012-05-10 2012-11-28 中国十七冶集团有限公司 Adjustable support frame for prefabricated column

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105908965A (en) * 2016-04-20 2016-08-31 北京珠穆朗玛绿色建筑科技有限公司 Assembly type concrete wall board, assembly type building and assembly method
CN107939057A (en) * 2017-11-20 2018-04-20 北京博创绿色建筑科技有限公司 A kind of adjustable straining beam for concrete prefabricated element
CN112983049A (en) * 2021-03-11 2021-06-18 三能集成房屋股份有限公司 Prefabricated wallboard supporting system and using method thereof
CN115262959A (en) * 2022-07-01 2022-11-01 中国十七冶集团有限公司 Inclined-pulling type post-cast strip supporting system
CN115262959B (en) * 2022-07-01 2023-09-12 中国十七冶集团有限公司 Inclined-pulling type post-pouring belt supporting system

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