CN104196263B - The support system of concrete prefabricated element - Google Patents
The support system of concrete prefabricated element Download PDFInfo
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- CN104196263B CN104196263B CN201410498107.3A CN201410498107A CN104196263B CN 104196263 B CN104196263 B CN 104196263B CN 201410498107 A CN201410498107 A CN 201410498107A CN 104196263 B CN104196263 B CN 104196263B
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- bracing
- riser
- strutting arrangement
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Abstract
A kind of support system of concrete prefabricated element, belong to building implement technical field, comprise first, second group of bracing or strutting arrangement and first, the second connecting rod, 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, 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, it can install concrete prefabricated element more accurately, fast and easily, and installation process is safer.
Description
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, building industry entirety is upgraded and makes the transition to building industrialization mode at the operating type by traditional.For realizing building industrialization, various prefabricated assembled concrete wallboards are used widely.
In building industrialization work progress, various precast concrete wall panels had both required very high installation quality, needed to ensure pre-Concrete walls Board position processed, perpendicularity are accurate, and requirement can Fast Installation again, ensures efficiency of construction, more needs to ensure installationStable, the safety of precast concrete wall panel, can not move and tilt. For reaching above-mentioned installation requirement, the construction party of conventionally takingMethod is on the medial surface of each piece precast concrete wall panel, to support to fix, first will be on precast concrete wall panel medial surfaceReserved strong point built-in fitting, then adopts inclined support bar or bracing frame to carry out supporting member, simultaneously the bottom of inclined support bar or bracing frameBe fixedly connected with the ground preburied component of floor, this method for supporting cost is higher, uses material many, will arrange in advance manyIndividual built-in fitting, not only needs multi-point support, also will carry out perpendicularity adjustment to each strong point, and work progress is loaded down with trivial details, speed is slow. WithTime inclined support bar or bracing frame numerous, be distributed in whole floor ground space, 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 be pacified more accurately, fast and easilyDress concrete prefabricated element, 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, comprisesFirst group of bracing or strutting arrangement, second group of bracing or strutting arrangement and first, second connecting rod, first group of bracing or strutting arrangement comprises the first riser and twoIndividual inclined support bar, the length at two inclined support bar two ends is all adjustable, and the first riser is connected on the first riser chassis, and two are tiltedly propped upStrut is all positioned at the first riser inboard, and inclined support bar lower end is articulated with on ground, upper end is articulated with on the first riser near topPlace of portion, 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 barsLay respectively in the plane paralleling with the side in the dual-side of the first riser, second group of bracing or strutting arrangement and first group support dressInterposed structure is identical, and second group of bracing or strutting arrangement and first group of bracing or strutting arrangement be symmetrically set, and first, second connecting rod is mutualParallel, horizontal positioned, and, between first, second connecting rod, leave spacing, first, second connecting rod one end is all fixed onOn the first riser, near top place, first, second connecting rod other end is all fixed on the second riser near top place, in spacingBe 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, forms the first L shaped sideWall, the second sidewall inboard are fixed with respectively first, second installing plate, and the first installing plate is vertical with the first side wall, the second installing plateVertical with the second sidewall, the upper end of a described inclined support bar is articulated with on described the first installing plate, described another inclined support barUpper end is articulated with on the second installing plate, and described first, second connecting rod one end is all fixed on the second installing plate, first, secondThe tie point of 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, at the bottom of two inclined support barsDish is 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, twoThe level board of individual L shaped fixed head is all connected on ground by reserved bolt, the vertical panel of two L shaped fixed heads respectively with first,The second installing plate is parallel, between the vertical panel of one of them L shaped fixed head and the bottom of the first installing plate by one group of stay-bolt,Nut is connected, and passes through one group of stay-bolt, nut between the vertical panel of another L shaped fixed head and the bottom of the second installing plateBe connected.
The support system of concrete prefabricated element of the present invention, wherein, also comprises the 3rd group of bracing or strutting arrangement and the 3rd connecting rod, the 4thConnecting 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 support dressPut and be symmetrically set, the 3rd, the 4th connecting rod is parallel to each other, horizontal positioned, and, between the 3rd, the 4th connecting rod, stayHave 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 endAll be fixed on the 3rd riser of the 3rd group of bracing or strutting arrangement near top place, in the spacing between the 3rd, the 4th connecting rod, be provided with oneGroup drawknot bolt and nut, the 3rd, the 4th connecting rod is vertical with first, second connecting rod.
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 6thConnecting 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 prop upSupport arrangement, second group of bracing or strutting arrangement are symmetrical arranged mutually, and the 5th, the 6th connecting rod is parallel to each other, horizontal positioned, and,Five, between the 6th connecting rod, leave spacing, the 5th, the 6th connecting rod one end is all fixed on the 3rd of the 3rd group of bracing or strutting arrangement and is stoodOn plate, 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 topPlace, is provided with the 7th connecting rod, the 8th connecting rod between the 4th group of bracing or strutting arrangement and second group of bracing or strutting arrangement, the 7th, the 8th connectsBar is parallel to each other, horizontal positioned, and leaves spacing between the 7th, the 8th connecting rod, and the 7th, the 8th connecting rod one end is all solidOn 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 riserUpper near top place, in the spacing between the 7th, 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 comprises the 5th group of bracing or strutting arrangement, the 5th group of bracing or strutting arrangement bagDraw together the 5th riser and the 5th inclined support bar, the 5th riser is dull and stereotyped and vertically setting, and the 5th inclined support bar length is adjustable, andThe 5th inclined support bar lower end is articulated with on ground, upper end is articulated with close top place on the 5th riser, and the 5th group of bracing or strutting arrangement arrangesBetween first group of bracing or strutting arrangement and second group of bracing or strutting arrangement, described first, second connecting rod is divided into two sections, is positioned at firstBetween 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, due to the support system of concrete prefabricated element of the present invention comprise first group,Second group of bracing or strutting arrangement and be arranged at first, second connecting rod between two groups of bracing or strutting arrangements, stays between first, second connecting rodThere is spacing, in spacing, be provided with drawknot bolt, while therefore installation, do not need each concrete prefabricated element to support, support dressPut minimizing, only have a small amount of support bar in each building unit, both cost-saving, saving space, improved again installation rate greatly,And the bracing or strutting arrangement of first, second riser and inclined support bar, all along body of wall edge distribution, does not affect other procedures; In addition,On each concrete prefabricated element medial surface, without the reserved supporting embedded part of installing, only reserved one is passed the hole of lead screw,Greatly save member cost; Because first, second riser and first, second inclined support bar are fixed on ground, first,The position of two connecting rods is also completely fixed, after concrete prefabricated element is installed along first, second connecting rod, position accurately,Vertically, ensured installation quality, concrete prefabricated element adopts drawknot screw and fastening nuts at first, second connecting rod simultaneouslyUpper, concrete prefabricated element can not be toppled and safer, first, second riser had both played the effect of support system, also can fillWhen late poured band building template.
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 cutaway view;
Fig. 3 is that the C-C of Fig. 1 is to cutaway 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, secondGroup bracing or strutting arrangement 02 and 61,62, the first groups of bracing or strutting arrangements 01 of first, second connecting rod comprise that the first riser 11 and two are tiltedlySupport bar 12,13, as shown in Figure 2, the first riser 11 is L shaped plate, first, second sidewall 111,112 forms L shaped,The length at two inclined support bar 12,13 two ends is all adjustable, and the first riser 11 is connected on the first riser chassis 111, and first is verticalBar chassis 111 is reserved bolt by ground and is connected on ground, and two inclined support bars 12,13 are all positioned at the first riser 11 inboards,Inclined support bar 12 lower end are articulated with on ground, upper end is articulated with on the first riser 11 near top place, another inclined support bar13 lower ends are articulated with on ground, upper end is articulated with close top place on the first riser 11, two inclined support bar 12,13 positions respectivelyIn the plane paralleling with first, second sidewall 111,112, second group of bracing or strutting arrangement 02 and first group of bracing or strutting arrangement 01 are tiedStructure is identical, 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 one sideThe two ends of building masonry wall, first, second connecting rod 61,62 is parallel to each other, horizontal positioned, and, first, second connectionBetween bar 61,62, leave spacing 63, first, second connecting rod 61,62 one end are all fixed on the first riser 11 near topPortion place, first, 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 topPlace of portion, is provided with drawknot bolt and nut for concrete prefabricated element is installed in spacing 63.
As shown in Figure 2, the inboard of the first side wall of the first riser 11, the second sidewall 111,112 is welded with respectively first,Two installing plate 113,114, the first installing plates 113 are vertical with the first side wall 111, the second installing plate 114 and the second sidewall 112Vertically, the upper end of an inclined support bar 12 is articulated with the first installing plate 113 tops, and the upper end of another inclined support bar 13 is articulated withThe second installing plate 114 tops, first, second connecting rod 61,62 one end are all bolted in second of the first riser 11On installing plate 114, the tie point of first, second connecting rod 61,62 and the second installing plate 114 is positioned at another inclined support bar 13With 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 121,131, two, two inclined support bar chassis inclined support barChassis 121,131 is installed on ground by reserved bolt, and the lower end of two inclined support bars 12,13 is articulated with respectively one tiltedlyOn support bar domain.
As shown in Figure 1, Figure 3, the first riser chassis 111 comprises two spaced L shaped fixed heads, and two L shaped fixingThe level board of plate is all connected on ground by reserved bolt, the vertical panel of two L shaped fixed heads respectively with first, second installationPlate 113,114 is parallel, 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 itBetween be connected by one group of stay-bolt, nut, the second installing plate of the vertical panel of another L shaped fixed head and the first riser 11Between 114 bottom, 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, is also to wrap with embodiment mono-differenceDraw together 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 and first group of bracing or strutting arrangement01 structure is identical, and the 3rd group of bracing or strutting arrangement 03 and first group of bracing or strutting arrangement 01 be symmetrically set, and three groups of bracing or strutting arrangements divideBe not positioned 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, close top place on the first riser 11 is all fixed in the 3rd, the 4th connecting rod one end, 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, and the 3rd, the 4th connectsIn spacing between extension bar, be provided with one group of drawknot bolt and nut, the 3rd, the 4th connecting rod is vertical with first, second connecting rod.
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, and fourGroup bracing or strutting arrangement lays respectively at four corners place of quadrangle building, the 4th group of bracing or strutting arrangement 04 and first group of bracing or strutting arrangement 01Structure is identical, 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 mutually symmetry establishPut, the 5th, the 6th connecting rod is parallel to each other, horizontal positioned, and, between the 5th, 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, and the 5th, the 6th connectsThe bar other end is all fixed on the 4th riser 41 of the 4th group of bracing or strutting arrangement 04 near top place, between the 5th, the 6th connecting rodLeave spacing, in this spacing, be provided with one group of drawknot bolt and nut, the 4th group of bracing or strutting arrangement 04 and second group of bracing or strutting arrangement 02 itBetween 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, and the 7th,Between the 8th connecting rod, leave spacing, the 4th riser of the 4th group of bracing or strutting arrangement 04 is all fixed in the 7th, the 8th connecting rod one endOn 41, near top place, the 7th, the 8th connecting rod other end is all fixed on the second riser 21 near top place, in this spacingBe provided with one group of drawknot bolt and nut.
In above-described embodiment two, in the time that spacing is larger between two adjacent groups bracing or strutting arrangement, the 5th group of bracing or strutting arrangement also can be set, asShown in Fig. 5,6, the 5th group of bracing or strutting arrangement 05 comprises that the 5th riser 51 and the 5th inclined support bar 52, the five risers 51 are dull and stereotypedAnd vertically arrange, the 5th inclined support bar 52 length are adjustable, and the 5th inclined support bar 52 lower ends are articulated with on ground, upper endBe articulated with on the 5th riser 51 near top place, when the 5th group of bracing or strutting arrangement 05 is arranged at first group of bracing or strutting arrangement 01 and second groupBetween bracing or strutting arrangement 02 time, first, second connecting rod 61,62 is divided into two sections, is positioned at the first riser 11 and the 5th riserBetween 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 the inclined support bar chassis of each inclined support bar is arranged on groundOn the reserved bolt of face, then place respectively four riser chassis along inner corner trim bottom, building longitudinal cross wall junction, vertical fourPlate is installed on respectively on four riser chassis, and each inclined support bar bottom of two-way adjustable length is connected to inclined support bar chassisAbove, adjust the perpendicularity of riser by adjusting the length of two inclined support bars, make the perpendicularity of riser reach installation requirement,Then stay-bolt, nut between first, second installing plate of riser and the vertical panel on riser chassis are screwed, thus willEach riser is fixed.
After installation, as shown in Figure 4, multiple concrete prefabricated elements 81,82,83 etc. are positioned over to first, second and connectExtension bar 62,63 outsides, each concrete prefabricated element top is equipped with preformed hole, inserts respectively one from each preformed hole ecto-entadDrawknot bolt, the spacing of drawknot bolt through first, second connecting rod, and through first, 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, adoptMethod similar to the above is in the 3rd, the 4th connecting rod outside, the 5th, the 6th connecting rod outside and the 7th, the 8th connecting rodArranged outside concrete prefabricated element, forms quadrangle body of wall.
The above embodiment is described the preferred embodiment of the present invention, not scope of the present invention is limitFixed, to design under the prerequisite of spirit not departing from the present invention, this area common engineers and technicians make technical scheme of the present inventionVarious distortion and improvement, 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 groupBracing or strutting arrangement (02) and first, second connecting rod (61,62), first group of bracing or strutting arrangement (01) comprises that first is verticalPlate (11) and two inclined support bars (12,13), the length at two inclined support bars (12,13) two ends is all adjustable,The first riser (11) is connected on the first riser chassis, and two inclined support bars (12,13) are all positioned at the first riser (11)Inboard, it is upper near top that an inclined support bar (12) lower end is articulated with on ground, upper end is articulated with the first riser (11)Place of portion, it is upper near top that another inclined support bar (13) lower end is articulated with on ground, upper end is articulated with the first riser (11)Portion place, two inclined support bars (12,13) lay respectively at equal with the side in the dual-side of the first riser (11)In the plane of row, second group of bracing or strutting arrangement (02) is identical with first group of bracing or strutting arrangement (01) structure, and second groupBracing or strutting arrangement (02) is symmetrically set with first group of bracing or strutting arrangement (01), first, second connecting rod (61,62)Be parallel to each other, horizontal positioned, and first, second connecting rod leaves spacing (63) between (61,62),One, the upper close top of the first riser (11) place is all fixed in the second connecting rod (61,62) one end, first, secondIt is upper near top place that connecting rod (61, the 62) other end is all fixed on the second riser (21), and spacing is provided with in (63)Drawknot bolt and nut.
2. the support system of concrete prefabricated element as claimed in claim 1, is characterized in that: described the first riser (11)For L shaped plate, the inboard that forms L shaped the first side wall, the second sidewall (111,112) is fixed with respectively first,Two installing plates (113,114), the first installing plate (113) is vertical with the first side wall (111), the second installing plate (114)Vertical with the second sidewall (112), the upper end of a described inclined support bar (12) is articulated with described the first installing plate (113)Upper, it is upper that the upper end of described another inclined support bar (13) is articulated with the second installing plate (114), described first, secondIt is upper that the second installing plate (114) is all fixed in connecting rod (61,62) one end, first, second connecting rod (61,62)Be positioned at being connected of another inclined support bar (13) and the second installing plate (114) with the tie point of the second installing plate (114)The top of point.
3. the support system of concrete prefabricated element as claimed in claim 2, is characterized in that: also comprise two inclined support barsChassis (121,131), two inclined support bar chassis (121,131) are installed on ground by reserved bolt, instituteThe lower end of stating two inclined support bars (12,13) is articulated with respectively on an inclined support bar chassis.
4. the support system of concrete prefabricated element as claimed in claim 3, is characterized in that: described the first riser chassis bagDraw together two L shaped fixed heads, the level board of two L shaped fixed heads is all connected on ground by reserved bolt, two LThe vertical panel of shape fixed head is parallel with first, second installing plate (113,114) respectively, one of them L shaped fixed headVertical panel and the bottom of the first installing plate (113) between be connected by one group of stay-bolt, nut, anotherBetween the bottom of the vertical panel of L shaped fixed head and the second installing plate (114), be connected by one group of stay-bolt, nutConnect.
5. the support system of concrete prefabricated element as claimed in claim 4, is characterized in that: also comprise that the 3rd group is supported dressPut (03) and the 3rd connecting rod (71), the 4th connecting rod, the 3rd group of bracing or strutting arrangement (03) supports dress with first groupPut (01) structure identical, and the 3rd group of bracing or strutting arrangement (03) established symmetrically with first group of bracing or strutting arrangement (01)Put, the 3rd, the 4th connecting rod is parallel to each other, horizontal positioned, and, between the 3rd, the 4th connecting rod, leave spacing,Three, the upper close top of the first riser (11) place is all fixed in the 4th connecting rod one end, and the 3rd, the 4th connecting rod is anotherThe upper close top of the 3rd riser (31) place of the 3rd group of bracing or strutting arrangement (03) is all fixed in one end, and the 3rd, the 4th connectsIn spacing between extension bar, be provided with one group of drawknot bolt and nut, the 3rd, the 4th connecting rod and first, second connecting rodVertically.
6. the support system of concrete prefabricated element as claimed in claim 5, is characterized in that: also comprise that the 4th group is supported dressPut (04) and the 5th connecting rod (81), the 6th connecting rod, described the 4th group of bracing or strutting arrangement (04) props up with first groupSupport arrangement (01) structure is identical, and the 4th group of bracing or strutting arrangement (04) and the 3rd group of bracing or strutting arrangement (03), secondGroup bracing or strutting arrangement (02) is symmetrical arranged mutually, and the 5th, the 6th connecting rod is parallel to each other, horizontal positioned, and,Five, between the 6th connecting rod, leave spacing, the 3rd group of bracing or strutting arrangement (03) is all fixed in the 5th, the 6th connecting rod one endThe 3rd riser (31) upper near top place, the 5th, the 6th connecting rod other end is all fixed on the 4th group of bracing or strutting arrangement(04) the 4th riser (41) is upper near top place, the 4th group of bracing or strutting arrangement (04) and second group of bracing or strutting arrangement (02)Between 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,And seven, between the 8th connecting rod, leave spacing, the 7th, the 8th connecting rod one end is all fixed on the 4th group and is supported dressThe 4th riser (41) of putting (04) is upper near top place, and the 7th, the 8th connecting rod other end is all fixed on second and standsPlate (21) is upper near top place, in the spacing between the 7th, the 8th connecting rod, is provided with one group of drawknot bolt and nut.
7. the support system of concrete prefabricated element as claimed in claim 6, is characterized in that: also comprise that the 5th group is supported dressPut (05), the 5th group of bracing or strutting arrangement (05) comprises the 5th riser (51) and the 5th inclined support bar (52), the 5thRiser (51) is dull and stereotyped and vertically setting, and the 5th inclined support bar (52) length is adjustable, and the 5th inclined support bar(52) it is upper near top place that lower end is articulated with on ground, upper end is articulated with the 5th riser (51), and the 5th group is supported dressPut (05) and be arranged between first group of bracing or strutting arrangement (01) and second group of bracing or strutting arrangement (02), described first,Two connecting rods (61,62) are divided into two sections, are positioned between the first riser (11) and the 5th riser (51) one sectionAnd be positioned between the 5th riser (51) and the second riser (21) another section.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201410498107.3A CN104196263B (en) | 2014-09-25 | 2014-09-25 | The support system of concrete prefabricated element |
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| CN201410498107.3A CN104196263B (en) | 2014-09-25 | 2014-09-25 | The support system of concrete prefabricated element |
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| CN104196263A CN104196263A (en) | 2014-12-10 |
| CN104196263B true CN104196263B (en) | 2016-05-18 |
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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 |
| CN112983049B (en) * | 2021-03-11 | 2022-04-29 | 三能集成房屋股份有限公司 | Prefabricated wallboard supporting system and using method thereof |
| 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 |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
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Effective date of registration: 20190422 Address after: 063300 East of Yingbin Road, Fengnan Development Zone, Tangshan City, Hebei Province Patentee after: Zhongcheng Building Materials Co., Ltd. Address before: 102209 Room 1723, Hongfu Building, North Qijia Town, Changping District, Beijing Patentee before: BEIJING EVEREST GREEN BUILDING TECHNOLOGY CO., LTD. |
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