CN101654956B - Support mould method for cast-in-situ wall bodies - Google Patents
Support mould method for cast-in-situ wall bodies Download PDFInfo
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- CN101654956B CN101654956B CN2008100458298A CN200810045829A CN101654956B CN 101654956 B CN101654956 B CN 101654956B CN 2008100458298 A CN2008100458298 A CN 2008100458298A CN 200810045829 A CN200810045829 A CN 200810045829A CN 101654956 B CN101654956 B CN 101654956B
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Abstract
The invention belongs to the field of construction support mould technology, in particular to a support mould method for cast-in-situ wall bodies. The method is characterized in that: firstly, support mould upright posts(1) with a lifting jack are fixed between the ceiling or beam and the floor of a building at certain intervals along the positioning line of a wall body; one face of a mould plate(2) is fixed on the side of the support mould upright posts(1) with the lifting jack, a wall thickness customization length device(3) is fixed in a through hole(4) of the mould plate(2), and the other face of the mould plate(2) is closely pressed against the wall thickness customization length device(3) and fixed by the support mould upright posts(1) or / and common support mould upright posts; and the support mould can be used after the two faces of the mould plate are fixed; the support mould upright posts(1) with the lifting jack consist of support rods(9) on the upper part and the lifting jacks on the bottom part, and the bottom ends of the support rods(9) are in matched connection with the upper ends of the lifting jacks. The technical scheme of the invention has the advantages of simple structure, low cost, convenient construction, great labor and time conservation and high efficiency.
Description
Technical field: the invention belongs to building form erecting technology field, be specifically related to a kind of mold method of cast-in-situ wall.
Background technology:, in building operations, will correspondingly adopt steel pipe, fastener or timber etc. to be used for supporting cast template in a large number along with cast-in-place broad application.So both increased labor cost, taken a large amount of construction plants again, both wasted time and energy, prolonged construction period again, and made construction costs can not get effective reduction for a long time.Thereby people are making great efforts to seek new mold method in recent years.As Chinese patent ZL97118991.9 is to adopt steel wire net rack waveform polystyrene sandwiched plate to replace traditional steel form to piece together at the construction field (site) to take to be assembled into to water injection molding, make it keep certain spacing with space-stop rack between two templates, fluid concrete between template, do not need form removal after the cast, original template promptly becomes wall insulating layer, smear cement mortar in the insulation layer surface spray at last and form complete body of wall, the related mold method of this method is suitable for bearing wall.Chinese patent ZL200510200616.4, be to adopt by horizontal, vertical fastener will connect the connector of two sides of one group of double rows of teeth doubling steel disc of the relative same position of body of wall two side templates along horizontal, vertical snapping, after the walls concrete cast finished, this template is not removed directly became the medial and lateral of body of wall insulation layer.And ZL200610046966.4 adopts the position that shingle nail is installed in the body of wall both sides metope of wanting moulding, the space light filling concrete that end face and end face at shingle nail, ground, two ends, the body of wall left and right sides forms, the end face and the end face gelling at light weight concrete construction of filling and the shingle nail around it, ground, two ends, the body of wall left and right sides are integral, and the shingle nail of light weight concrete construction and two sides constitutes body of wall; Yet the mold method in the above-mentioned patent at first will be made template, wants fixed form then, and template can not be used repeatedly as the some of body of wall, the constructing operation complexity, and cost is higher.Also there is direct employing steel form to piece together at the construction field (site) to take to be assembled into and waters injection molding, make it keep certain spacing with space-stop rack between two templates, fluid concrete between template, the relevant report of form removal again after the cast.But higher because of the body of wall that needs moulding by casting, area is bigger, and template needs limit and limit overlapping, and strict location, does not have the supporter of fixed form again, thus template be fixed into a difficult problem in constructing.Build a metope that area is big, generally need be a large amount of artificial, just can finish a large amount of man-hours, takes time and effort, and the equipment that adds is advanced inadequately, constructs by ways such as bindings, make to prolong the cost raising man-hour, thereby difficulty is all compared in application.
Summary of the invention:
The objective of the invention is to overcome that existing template fixed equipment is backward in the mold method of existing cast wall, cost is high, operating difficulties, engineering time is long and labour intensity is big, the technological deficiency that takes time and effort is for people provide that a nested structure is simple, cost is low, the mold method of easy construction, cast-in-situ wall that efficient is high.
The objective of the invention is to realize by following technical proposals.
The mold method of cast-in-situ wall of the present invention is: at first will keep at a certain distance away with the formwork column of jack along the body of wall position line, be fixed between building ceiling or crossbeam and the flooring, one face die plate is fixed on formwork column one side of band jack, thickness of wall body scale spare is fixed on the through hole of template, the another side template is close to thickness of wall body scale spare, with the formwork column of band jack or/and the fixing another side template of common formwork column be delivered for use behind fastening two face die plates; Wherein, the formwork column of described band jack is made of the strut on top and the jack of bottom, and the bottom of strut and jack upper end are connected.
In the such scheme, described formwork column with the band jack is or/and common formwork column fixedly after the another side template, rotate the power that produces by the screw-tightened device of setting on band formwork column of jack or the common formwork column, two face die plates are fixed on the thickness of wall body scale spare tightly, are delivered for use then.
In the such scheme, described formwork column with the band jack is or/and common formwork column fixedly after the another side template, with through-wall bolt by template through hole, thickness of wall body scale spare and band jack the formwork column or common formwork column on the through hole set, with two face die plate fixations; Or with securing member with back cord be fixed on the band jack formwork column or common formwork column on, be delivered for use then; Described securing member is made of fastener and through-wall bolt, and described thickness of wall body scale spare is the scale conduit.
In the such scheme, described thickness of wall body scale spare according to construction drawing pre-embedded pipe, line box, is installed the opposite side template after being fixed on the through hole of template again.
In the such scheme, the top of described strut is provided with inserted link, inserted link and strut socket joint or threaded engagement.
In the such scheme, described jack is spiral jack, fluid pressure type jack, lever jack, ramp type jack or electrodynamic type jack.
In the such scheme, described spiral jack is made of the base and the whirligig of telescopic adjustment bar, band circular groove, wherein, threaded engagement is passed through in the upper end of the bottom of strut and telescopic adjustment bar, the bottom of telescopic adjustment bar is provided with the movable ball that matches with circular groove on the base, and whirligig is arranged on the telescopic adjustment bar.
In the such scheme, described spiral jack is made of telescopic adjustment bar, bearing, bearing support and whirligig, and wherein, threaded engagement is passed through in the upper end of the bottom of strut and telescopic adjustment bar, the bottom of telescopic adjustment bar is connected with bearing support by bearing, and whirligig is arranged on the telescopic adjustment bar.
In the such scheme, described thickness of wall body scale spare is fixed on the through hole of template, be that thickness of wall body scale spare with convex thickness of wall body scale spare or band plate washer directly inserts in the through hole of template, or the thickness of wall body scale spare of even thickness be fixed on the conduit socket on the through hole of template.
In the such scheme, described conduit socket is made of two sections cylinders of size or hollow cylinder, and segment cooperates less than the through hole of template and with through hole, and big section cooperates greater than the through hole of template and with thickness of wall body scale spare; Segment is provided with screw thread, and screw thread cooperates with nut; Perhaps on segment, be with pad.
It is the formwork column that prior art adopts steel pipe, needs the workman to help until formwork column and horizontal back cord by bundling or fastener just can be let go after being fixed together; Fixedly during thickness of wall body scale spare, also need the workman, after being inserted in through-wall bolt, just can let go at the through hole that buttresses between two face die plates on scale conduit and the alignment template; Whole mold process not only operated very trouble and difficulty, needs a lot of workmans, take time and effort, and the through-wall bolt length of use is far longer than the needs of fixed form, and not only waste material has also increased the time that screws nut greatly.
The present invention is that the inventor passes through long-felt, repeatedly practise the technical scheme of summing up the science practicality of coming out, compared with prior art, technical scheme of the present invention is because formwork column and thickness of wall body scale spare are fixing easily, thereby it is little to take the construction plant, build convenient and swift, time saving and energy saving, the body of wall of same area, originally need seven, eight workmans operate five, six hours, and only need three workmans operate one when adopting technical scheme of the present invention, two hours, therefore, technical scheme of the present invention had simple in structure, cost is low, easy construction, the a large amount of saving manually and man-hour, the advantage that efficient is high.
Description of drawings:
Fig. 1 is a fixed form schematic perspective view of the present invention.
Fig. 2 is the fixed form schematic diagram of the embodiment of the invention one.
Fig. 3 is the fixed form schematic diagram of the embodiment of the invention two.
Fig. 4 is the formwork pillar construction schematic diagram with spiral jack of the present invention.
Fig. 5 is the structural representation of the spiral jack of another type of the present invention.
Fig. 6 is the structural representation of fastener and through-wall bolt.
Fig. 7 is a conduit socket structural representation of the present invention.
Fig. 8 is a conduit socket user mode schematic diagram of the present invention.
Fig. 9 is the structural representation of convex thickness of wall body scale spare of the present invention.
Figure 10 is the structural representation of the thickness of wall body scale spare of band plate washer of the present invention.
Among the figure, 1. formwork column; 2. template; 3. thickness of wall body scale spare; 4. through hole; 5. horizontal back cord; 6. fastener; 7. through-wall bolt; 8. scale conduit; 9. strut; 10. inserted link; 11. telescopic adjustment bar; 12. base; 13. whirligig; 14. movable ball; 15. bearing; 16. bearing support; 17. conduit socket; 18. cylinder; 19. nut; 20. pad.
The specific embodiment:
The invention will be further described below in conjunction with drawings and Examples, and the present invention is not limited only to
Described embodiment.
Embodiment one
The mold method of the cast-in-situ wall that this is routine is shown in figure two, at first will keep at a certain distance away with the formwork column 1 of spiral jack along the body of wall position line, be fixed between building ceiling or crossbeam and the flooring, one face die plate 2 is fixed on formwork column 1 one sides with spiral jack, thickness of wall body scale spare 3 is fixed on the through hole 4 of template 2, another side template 2 is close to thickness of wall body scale spare 3, with the fixing another side template 2 of the formwork column 1 of spiral jack, is delivered for use then.
Wherein, this example used with the formwork column 1 of spiral jack shown in figure four, constitute by the strut 9 on top and the spiral jack of bottom, the bottom of strut 9 and spiral jack upper end are connected, the top of strut 9 is provided with inserted link 10, to regulate the length of formwork column, inserted link 10 and strut 9 socket joints or threaded engagement; Spiral jack is made of the base 12 and the whirligig 13 of telescopic adjustment bar 11, band circular groove, wherein, threaded engagement is passed through in the upper end of the bottom of strut 9 and telescopic adjustment bar 11, the bottom of telescopic adjustment bar 11 is provided with the movable ball 14 that matches with circular groove on the base 12, whirligig 13 makes 11 rotations of telescopic adjustment bar for being arranged on the hole on the telescopic adjustment bar 11 by the iron that inserts in the hole.
During use, base 12 kept at a certain distance away be placed on the position line of the body of wall that needs cast, telescopic adjustment bar 11 bottom balls 14 are chimeric with the circular groove of base 12, the hole of inserting on the telescopic adjustment bar 11 with the bar thick stick makes 11 rotations of telescopic adjustment bar, regulate the height of strut 9, strut 9 is withstood between building ceiling or crossbeam and the flooring firmly, when the insufficient height of strut 9, can increase inserted link 10 at its top, many formwork columns are arranged the fixing support-rails that has promptly formed fixed form, have improved efficient greatly than prior art.
The used thickness of wall body scale spare 3 of this example is convex cylinder or convex hollow cylinder shown in figure nine, the cylinder small end is directly inserted in the through hole 4 of template 2, thickness of wall body scale spare 3 can be fixed on the through hole 4 of template 2, easy and simple to handle, time saving and energy saving, can save artificial in a large number.
Embodiment two
The mold method of the cast-in-situ wall that this is routine is shown in figure one and figure three, at first will keep at a certain distance away with the formwork column 1 of spiral jack along the body of wall position line, be fixed between building ceiling or crossbeam and the flooring, one face die plate 2 is fixed on formwork column 1 one sides with spiral jack, thickness of wall body scale spare 3 is fixed on the through hole 4 of template 2, according to the construction drawing pre-embedded pipe, the line box, again another side template 2 is close to thickness of wall body scale spare 3, with with the formwork column 1 of spiral jack and common formwork column fixedly after the another side template 2, with securing member horizontal back cord 5 is fixed on the formwork column 1 and common formwork column with spiral jack, is delivered for use then.
This example used with the formwork column 1 of spiral jack with embodiment one.
The used thickness of wall body scale spare 3 of this example is the hollow scale conduit 8 of even thickness shown in figure eight, in the time of fixedly, scale conduit 8 is installed on the conduit socket 17 on the through hole 4 of template 2 and gets final product.Conduit socket 17 is made of two sections hollow cylinders 18 of size shown in figure seven and figure eight, and segment cooperates less than the through hole 4 of template 2 and with through hole 4, and big section cooperates greater than the through hole 4 of template 2 and with scale conduit 8; Segment is provided with screw thread, and screw thread cooperates with nut 19, is with pad 20 on segment.
The used securing member of this example is made of fastener 6 and through-wall bolt 7 shown in figure six.During use, through-wall bolt 7 is passed corresponding through hole 4 and scale conduit 8 on two templates 2, clamp through-wall bolt 7 with horizontal back cord 5, again with fastener 6 with horizontal back cord 5 be fixed together with the formwork column 1 of spiral jack and general formwork column, to strengthen the stability of template 2.
Embodiment three
The mold method of the cast-in-situ wall that this is routine is except that used spiral jack and thickness of wall body scale spare 3, and all the other are with embodiment two.
The used spiral jack of this example is shown in figure five, constitute by telescopic adjustment bar 11, bearing 15, bearing support 16 and whirligig 13, wherein, threaded engagement is passed through in the upper end of the bottom of strut 9 and telescopic adjustment bar 11, the bottom of telescopic adjustment bar 11 is connected with bearing support 16 by bearing 15, and the diameter of bearing support 16 is identical with the diameter of strut 9, and whirligig 13 is for being arranged on the hole on the telescopic adjustment bar 11, make 11 rotations of telescopic adjustment bar by the iron that inserts in the hole, to regulate the height of strut 9.
The used thickness of wall body scale spare 3 of this example is shown in figure ten, and the convex hollow cylinder scale conduit 8 for the band plate washer directly inserts the cylinder small end in the through hole 4 of template 2, thickness of wall body scale spare 3 can be fixed on the through hole 4 of template 2.
Embodiment four
The mold method of the cast-in-situ wall that this is routine is except that the formwork column 1 of used band jack, and all the other are with embodiment two.
The formwork column 1 of the band jack that this example is used is the formwork column 1 of band fluid pressure type jack, constitute by the strut 9 on top and the fluid pressure type jack of bottom, the bottom of strut 9 and fluid pressure type jack upper end are connected, and fluid pressure type jack wherein is a prior art.
Embodiment five
The mold method of the cast-in-situ wall that this is routine is except that the formwork column 1 of used band jack, and all the other are with embodiment two.
The formwork column 1 of the band jack that this example is used is the formwork column 1 of band lever jack, constitute by the strut 9 on top and the lever jack of bottom, the bottom of strut 9 and lever jack upper end are connected, and lever jack wherein is a prior art.
Embodiment six
The mold method of the cast-in-situ wall that this is routine is except that the formwork column 1 of used band jack, and all the other are with embodiment two.
The formwork column 1 of the band jack that this example is used is the formwork column 1 of band ramp type jack, constitute by the strut 9 on top and the ramp type jack of bottom, the bottom of strut 9 and ramp type jack upper end are connected, and ramp type jack wherein is a prior art.
Embodiment seven
The mold method of the cast-in-situ wall that this is routine is except that the formwork column 1 of used band jack, and all the other are with embodiment two.
The formwork column 1 of the band jack that this example is used is the formwork column 1 of charged dynamic formula jack, constitute by the strut 9 on top and the electrodynamic type jack of bottom, the bottom of strut 9 and electrodynamic type jack upper end are connected, and electrodynamic type jack wherein is a prior art.
Embodiment eight
The mold method of the cast-in-situ wall that this is routine is as follows: at first will keep at a certain distance away with the formwork column 1 of spiral jack along the body of wall position line, be fixed between building ceiling or crossbeam and the flooring, one face die plate 2 is fixed on formwork column 1 one sides with spiral jack, thickness of wall body scale spare 3 is fixed on the through hole 4 of template 2, according to the construction drawing pre-embedded pipe, the line box, again another side template 2 is close to thickness of wall body scale spare 3, with with the formwork column 1 of spiral jack and common formwork column fixedly after the another side template 2, rotate the power that produces by the screw-tightened device of setting on band formwork column 1 of jack or the common formwork column, two face die plates 2 are fixed on the thickness of wall body scale spare 3 tightly, are delivered for use then.
The used spiral jack of this example is except that also being set with the screw-tightened device, and all the other are with embodiment three.
The used thickness of wall body scale spare 3 of this example is with embodiment one.
Embodiment nine
The mold method of the cast-in-situ wall that this is routine is as follows: at first will keep at a certain distance away with the formwork column 1 of spiral jack along the body of wall position line, be fixed between building ceiling or crossbeam and the flooring, one face die plate 2 is fixed on formwork column 1 one sides with spiral jack, thickness of wall body scale spare 3 is fixed on the through hole 4 of template 2, according to the construction drawing pre-embedded pipe, the line box, again another side template 2 is close to thickness of wall body scale spare 3, with with the formwork column 1 of spiral jack and common formwork column fixedly after the another side template 2, with through-wall bolt 7 by the through hole 4 on the template 2, the through hole of setting on the formwork column 1 of thickness of wall body scale spare 3 and band jack or the common formwork column, with 2 fixations of two face die plates, be delivered for use then.
The used spiral jack of this example is except that also being set with the through hole, and all the other are with embodiment three.
The used thickness of wall body scale spare 3 of this example is with embodiment three.
Claims (10)
1. the mold method of a cast-in-situ wall, it is characterized in that: at first will keep at a certain distance away with the formwork column (1) of jack along the body of wall position line, be fixed between building ceiling or crossbeam and the flooring, one face die plate (2) is fixed on formwork column (1) one side of band jack, thickness of wall body scale spare (3) is fixed on the through hole (4) of template (2), another side template (2) is close to thickness of wall body scale spare (3), with the formwork column (1) of band jack or/and the fixing another side template (2) of common formwork column be delivered for use behind fastening two face die plates; Wherein, the formwork column (1) of described band jack is made of the strut (9) on top and the jack of bottom, and the bottom of strut (9) and jack upper end are connected.
2. the mold method of cast-in-situ wall according to claim 1, it is characterized in that described formwork column (1) with the band jack is or/and common formwork column fixedly after the another side template (2), formwork column (1) by the band jack is gone up the screw-tightened device of setting, rotate the power that produces, two face die plates (2) are fixed on the thickness of wall body scale spare (3) tightly, are delivered for use then.
3. the mold method of cast-in-situ wall according to claim 1, it is characterized in that described formwork column (1) with the band jack is or/and common formwork column fixedly after the another side template (2), with through-wall bolt (7) by through hole (4) and thickness of wall body scale spare (3) on the template (2), and the through hole of setting on the formwork column (1) of band jack or the common formwork column, with two face die plates (2) fixation; Or with securing member with back cord (5) be fixed on the band jack formwork column (1) or common formwork column on, be delivered for use then; Securing member is made of fastener (6) and through-wall bolt (7), and thickness of wall body scale spare (3) is scale conduit (8).
4. the mold method of cast-in-situ wall according to claim 1, it is characterized in that through hole (4) that described thickness of wall body scale spare (3) is fixed on template (2) is gone up after, according to construction drawing pre-embedded pipe, line box, opposite side template (2) is installed again.
5. the mold method of cast-in-situ wall according to claim 1 is characterized in that the top of described strut (9) is provided with inserted link (10), inserted link (10) and strut (9) socket joint or threaded engagement.
6. according to the mold method of claim 1,2 or 3 described cast-in-situ walls, it is characterized in that described jack is spiral jack, fluid pressure type jack, lever jack, ramp type jack or electrodynamic type jack.
7. the mold method of cast-in-situ wall according to claim 6, it is characterized in that described spiral jack is made of the base (12) and the whirligig (13) of telescopic adjustment bar (11), band circular groove, wherein, threaded engagement is passed through in the upper end of the bottom of strut (9) and telescopic adjustment bar (11), the bottom of telescopic adjustment bar (11) is provided with the movable ball (14) that matches with circular groove on the base (12), and whirligig (13) is arranged on the telescopic adjustment bar (11).
8. the mold method of cast-in-situ wall according to claim 6, it is characterized in that described spiral jack is made of telescopic adjustment bar (11), bearing (15), bearing support (16) and whirligig (13), wherein, threaded engagement is passed through in the upper end of the bottom of strut (9) and telescopic adjustment bar (11), the bottom of telescopic adjustment bar (11) is connected with bearing support (16) by bearing (15), and whirligig (13) is arranged on the telescopic adjustment bar (11).
9. the mold method of cast-in-situ wall according to claim 1, it is characterized in that described thickness of wall body scale spare (3) is fixed on the through hole (4) of template (2), be that thickness of wall body scale spare (3) with convex thickness of wall body scale spare (3) or band plate washer directly inserts in the through hole (4) of template (2), or the thickness of wall body scale spare (3) of even thickness be fixed on the conduit socket (17) on the through hole (4) of template (2).
10. the mold method of cast-in-situ wall according to claim 9, it is characterized in that described conduit socket (17) is made of two sections cylinders of size (18), segment cooperates less than the through hole (4) of template (2) and with through hole (4), and big section cooperates greater than the through hole (4) of template (2) and with thickness of wall body scale spare (3); Segment is provided with screw thread, and screw thread cooperates with nut (19); Perhaps on segment, be with pad (20).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100458298A CN101654956B (en) | 2008-08-18 | 2008-08-18 | Support mould method for cast-in-situ wall bodies |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2008100458298A CN101654956B (en) | 2008-08-18 | 2008-08-18 | Support mould method for cast-in-situ wall bodies |
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| CN101654956A CN101654956A (en) | 2010-02-24 |
| CN101654956B true CN101654956B (en) | 2011-05-11 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2008100458298A Expired - Fee Related CN101654956B (en) | 2008-08-18 | 2008-08-18 | Support mould method for cast-in-situ wall bodies |
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Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101864834B (en) * | 2010-06-11 | 2011-07-20 | 中国二十二冶集团有限公司 | Construction method of wall wood formers adopting steel pipes as back edges |
| CN106437139B (en) * | 2015-08-04 | 2019-05-24 | 集佳绿色建筑科技有限公司 | A kind of template combination structure and its construction method for cast-in-situ wall |
| CN105649320B (en) * | 2016-01-07 | 2017-08-18 | 厦门盛安居建材有限公司 | The formwork and construction method of a kind of cast wall |
| CN110453911B (en) * | 2019-09-06 | 2023-09-08 | 伍伟中 | Door-closing type supporting formwork system and construction method thereof |
| CN111593881A (en) * | 2020-05-15 | 2020-08-28 | 中铁十四局集团建筑工程有限公司 | Wall pouring formwork supporting structure |
| CN113356080B (en) * | 2021-07-10 | 2022-09-20 | 江苏百崮钢结构工程有限公司 | Middle transverse horizontal reverse jacking device for main tie beam of steel arch bridge |
| CN114293764B (en) * | 2022-01-24 | 2023-05-02 | 中国建筑第八工程局有限公司 | Unilateral formwork support device |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2052097A5 (en) * | 1969-07-18 | 1971-04-09 | Bourgeat Eugene | |
| CN1395014A (en) * | 2002-07-31 | 2003-02-05 | 徐派球 | Light concrete wall body site monolithic construction method |
| CN1456765A (en) * | 2003-05-28 | 2003-11-19 | 陈星� | Outer making up and inner casting non-bearing wall and constructing method |
| CN1766248A (en) * | 2005-10-17 | 2006-05-03 | 朱秦江 | Composite thermal insulation concrete wall and its assembled template |
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2008
- 2008-08-18 CN CN2008100458298A patent/CN101654956B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2052097A5 (en) * | 1969-07-18 | 1971-04-09 | Bourgeat Eugene | |
| CN1395014A (en) * | 2002-07-31 | 2003-02-05 | 徐派球 | Light concrete wall body site monolithic construction method |
| CN1456765A (en) * | 2003-05-28 | 2003-11-19 | 陈星� | Outer making up and inner casting non-bearing wall and constructing method |
| CN1766248A (en) * | 2005-10-17 | 2006-05-03 | 朱秦江 | Composite thermal insulation concrete wall and its assembled template |
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| CN101654956A (en) | 2010-02-24 |
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