CN104264981A - Scatteredly spliced early dismantled building formwork system and construction method thereof - Google Patents
Scatteredly spliced early dismantled building formwork system and construction method thereof Download PDFInfo
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- CN104264981A CN104264981A CN201410465537.5A CN201410465537A CN104264981A CN 104264981 A CN104264981 A CN 104264981A CN 201410465537 A CN201410465537 A CN 201410465537A CN 104264981 A CN104264981 A CN 104264981A
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Abstract
The invention is applicable to the technical field of constructional engineering and provides a scatteredly spliced early dismantled building formwork system and a construction method thereof. According to the formwork system, a first standard interior wall formwork is detachably connected to an internal corner close to a building structure, and a first non-standard external wall formwork is detachably connected to an external corner close to the building structure, so that a first vertical opposite drawing lead screw set is close to the corner of the building structure, and accordingly the stress condition of the formworks at the corner of the building structure is greatly improved; a second standard interior wall panel and a second standard external wall panel of the formwork system are not provided with opposite drawing lead screw holes. The horizontal spacing and the height spacing of opposite drawing lead screw sets of the formwork system are in unchanging, standardization and serialization, so that the difficulty of formwork machining is greatly reduced and the machining cost is reduced, and meanwhile, positions of holes are not changed repeatedly, so that the turnover usage rate of the formwork is increased, the service life of the formwork is prolonged, and accordingly the overall cost of the building formwork is greatly reduced.
Description
Technical field
The invention belongs to construction engineering technical field, particularly relate to a kind of loose spelling and early tear down and build building mould system and building method thereof.
Background technology
Along with the development of builing industry, the proportion of high-rise cast-in-place concrete structure increases day by day, and template system has become the instrument or equipment that often use in building operations.In loose spelling early-dismantling formwork system, be mainly included in the inside and outside wallboard that vertical plane is intervally arranged and the floor plate of arranging in the horizontal plane, in the middle of inside and outside wallboard, form body of wall after placing of concrete, on floor plate, placing of concrete forms flooring.In construction formwork system, vertical direction on wallboard has some through holes, through hole correspondence on inside and outside wallboard is arranged, wear in through hole and two wallboards can be fixedly connected with wire drawing bar group, after pouring into concrete, the through-hole spacing that wallboard is offered is less, installation larger to wire drawing bar group, thus can resist concrete lateral pressure better.Due to gravity, bottom body of wall, template is born the extruding force that the concrete extruding force template corresponding relative to other positions of body of wall bear and is wanted large, therefore the density that the through hole in corresponding bottom body of wall template is offered is comparatively large, thus to install within the specific limits more to wire drawing bar group to resist concrete lateral pressure; At body of wall tip position, due to the concrete gravity of flooring, also need peace floor template system to have stable structure intensity, occur the bad problems such as crack to avoid flooring.In existing construction formwork system, the width of wallboard is equal, when arranging, all arranges successively from a direction toward other direction, until the position of arrangement is unable to hold during one block of wallboard, adopts the wallboard arrangement of one piece of other width.But after the height of body of wall or the thickness of body of wall change, body of wall and flooring can change to the extruding force of wallboard, and height or the thickness of body of wall are larger, and angle position and the flooring of body of wall more easily occur the bad problems such as crack.Therefore, need according to specific circumstances, do corresponding adjustment to the through hole interval on wallboard, solution first fills up the through hole on original wallboard, and then offer new through hole.But this can produce damage to template, and a large amount of manpower and materials need be spent for filling up through hole and offering new through hole, adds artificial and material cost, has dragged slowly construction speed.Certainly also can the width of every block wallboard be done enough little, thus the through hole distance reduced in horizontal direction on two blocks of wallboards, or the interval in the hole of vertical direction is arranged enough close, thus more multipair wire drawing bar group can be loaded to obtain enough power to resist higher walls concrete to the extruding force of wallboard, but this needs to install a large amount of to wire drawing bar group, need spend a large amount of artificial and material costs equally.
Summary of the invention
Technical problem to be solved by this invention is to provide a kind of loose spelling early to tear down and build building mould system and building method thereof, be intended to solve and of the prior artly loosely spell the meeting damage template of early tearing down and building existing for building mould system, artificial, material cost is high and drag the problem of slow construction speed.
The present invention is achieved in that providing a kind of loose spelling early tears down and build building mould system, comprises vertical structure template system, horizontal structure shuttering system and support system; Described vertical structure template system comprise inner wall panel, side fascia, to wire drawing bar group, vertical internal corner formwork, vertical external angle formwork and back cord; Described back cord is flatly installed on the relative position of described inside and outside wallboard, described vertical internal corner formwork is installed on the inner corner trim place of building structure, described vertical external angle formwork is installed on the external corner place of building structure, adjacent both sides on described vertical internal corner formwork are respectively arranged with connecting portion, and the adjacent both sides on described vertical external angle formwork are also respectively arranged with connecting portion; Described inner wall panel comprises the first standard inner wall panel, the second standard inner wall panel, the 3rd standard inner wall panel and the first non-standard inner wall panel, and described side fascia comprises the first standard external wall, the second standard external wall, the 3rd standard external wall, the first non-standard side fascia and the second non-standard side fascia; The width of described second standard inner wall panel is greater than the width of non-standard inner wall panel, and the width of described second standard external wall is greater than the width of the second non-standard side fascia;
Two connecting portions on described vertical internal corner formwork removably connect with the first standard inner wall panel described in a piece respectively; Two pieces of connecting portions on described vertical external angle formwork removably connect with the second non-standard side fascia described in a piece respectively, and described first standard external wall removably connects the described in two pieces second non-standard side fascia with one piece respectively;
Described first standard inner wall panel, the 3rd standard inner wall panel, the first standard external wall and the 3rd standard external wall all offer through hole, the lead to the hole site of described first standard inner wall panel is corresponding with the lead to the hole site of described first standard external wall, the lead to the hole site of described 3rd standard inner wall panel is corresponding with the lead to the hole site of described 3rd standard external wall, to be describedly arranged on described inside and outside wallboard in relative two through hole and two back cords to wire drawing bar group.
Further, described first non-standard inner wall panel is arranged at the middle of the first standard inner wall panel described in two pieces, and second, third standard inner wall panel described of described first standard inner wall panel both sides alternately removably connects successively toward the first standard inner wall panel direction.
Further, described first non-standard side fascia is arranged at the middle of the first standard external wall described in two pieces, and second, third standard external wall described of described first standard external wall both sides alternately removably connects successively toward the first standard external wall direction.
Further, described horizontal structure shuttering system comprises horizontal vertical to internal corner formwork and floor template, described floor template comprises the first standard floor template, the second standard floor template, non-standard floor template and keel, and described support system comprises Adjustable bracing bar and meteor hammer; Described horizontal vertical is removably connected to the top of inner wall panel to internal corner formwork side, opposite side is removably connected to the side of described floor template, described keel are removably connected to two pieces of relative described horizontal verticals between internal corner formwork, described keel are along described horizontal vertical to the alternate setting of the length direction of internal corner formwork, and its length direction is parallel with the width of described floor template; Described first standard floor template is connected to described horizontal vertical between internal corner formwork and keel, described second standard floor template and non-standard floor template are removably connected between two adjacent keel, described meteor hammer is connected between two adjacent keel, the top of described Adjustable bracing bar is removably connected with described meteor hammer, contacts bottom it with flooring.
Further, the two ends of keel described in each block are fixedly connected with the 3rd standard inner wall panel described in a piece to internal corner formwork respectively by described horizontal vertical.
Further, describedly pin is detachably connected as or bolt connects.
Present invention also offers the building method that building mould system is is early teared down and built in a kind of above-mentioned loose spelling, comprise the following steps:
A, respectively place the vertical internal corner formwork described in a piece in the inner corner trim position of building structure, respectively two pieces of vertical internal corner formworks toward described wall plane third side to connecting portion on connect one piece described in the first standard inner wall panel;
B, respectively the first standard inner wall panel described in two pieces toward described wall plane third side to side on connect one piece of second standard inner wall panel;
C, respectively the second standard inner wall panel described in two pieces toward described wall plane third side to side on connect one piece of the 3rd standard inner wall panel;
D, respectively the 3rd standard inner wall panel described in two pieces toward described wall plane third side to side on connect one piece of second standard inner wall panel;
E, repetition step c, d, until when the gap length between adjacent two piece of the 3rd standard inner wall panel is less than the width of the second standard inner wall panel, connect one piece of described first non-standard inner wall panel according to the concrete width in space;
F, respectively place the vertical external angle formwork described in a piece at the external angle position of building structure, respectively the vertical external angle formwork described in two pieces toward described wall plane third side to connecting portion on connect one piece described in the second non-standard side fascia;
G, at wall face corresponding to first, second and third described standard inner wall panel, first, second and third corresponding standard external wall is installed respectively;
H is until when gap length between adjacent two piece of the 3rd standard external wall of exterior wall plane is less than the width of the second standard external wall, connect one piece of first non-standard side fascia according to the concrete width in space, the template namely completing a body of wall connects; Then according to same method of attachment, the connection of all the other bodies of wall is completed;
Back cord is installed and to wire drawing bar group in i, through hole corresponding on inside and outside wallboard.
Further, the building method of above-mentioned loose spelling early-dismantling formwork system, further comprising the steps of:
J, on the top of inner wall panel, enclose horizontal vertical to internal corner formwork, between in two relative described horizontal verticals to internal corner formwork, and the fore-and-aft plane of the described 3rd standard inner wall panel that aligns installs keel, by prescribed distance, Adjustable bracing bar is installed along its length in the below of each bar keel, between two adjacent keel, meteor hammer is installed, the top of Adjustable bracing bar is connected with meteor hammer, the bottom of Adjustable bracing bar is contacted with flooring;
K, interval at keel and the vertical internal corner formwork of level board, connect upper first standard floor template;
L, from flooring both sides toward third side to, between adjacent two pieces of keel connect on the second standard floor template;
M, repetition step l, until when the gap length of adjacent two pieces of keel is less than the length of the second standard floor template, the concrete width according to space connects non-standard floor template.
The present invention compared with prior art, beneficial effect is: the first standard inside wall formwork of the present invention is removably connected to the inner corner trim position near building structure, first non-standard outer wall template is removably connected to the external angle position near building structure, make the first vertical setting of types to wire drawing bar group from building structure angle position more close to, greatly improve the template stressing conditions of building structure rotation angle position; In this template system, the inside and outside wallboard of the second standard need not be offered wire drawing rod aperture.In this template system, to the level interval of wire drawing bar group, the highly equal immobilization of spacing, standardization, seriation, greatly reduce the difficulty of processing of template, cut down finished cost, need not repeatedly change with hole when position, improve the turnover utilization rate of template, extend template application life, the overall cost of construction formwork is reduced greatly.
Accompanying drawing explanation
Fig. 1 is that loose spelling of one that the embodiment of the present invention provides early tears down and build building mould system placing of concrete, forms the sectional perspective structural representation after body of wall.
Fig. 2 is that loose spelling of one that the embodiment of the present invention provides early tears down and build building mould system placing of concrete, forms the longitudinal cross-sectional schematic after body of wall.
Fig. 3 is the horizontal cross-sectional schematic of Fig. 2.
Fig. 4 is the close-up schematic view of Fig. 3.
Fig. 5 is the schematic top plan view of Fig. 2.
Detailed description of the invention
In order to make technical problem to be solved by this invention, technical scheme and beneficial effect clearly understand, below in conjunction with drawings and Examples, the present invention is further elaborated.Should be appreciated that specific embodiment described herein only in order to explain the present invention, be not intended to limit the present invention.
As shown in Figures 1 to 5, be a preferred embodiment of the present invention, a kind of loose spelling early tears down and build building mould system, comprises vertical structure template system, horizontal structure shuttering system and support system.
Vertical structure template system comprise inner wall panel 1, side fascia 2, to wire drawing bar group 3, vertical internal corner formwork 4, vertical external angle formwork 5 and back cord 6.Back cord 6 is flatly installed on inside and outside wallboard 1,2 relative positions, vertical internal corner formwork 4 is installed on the inner corner trim place of building structure, vertical external angle formwork 5 is installed on the external corner place of building structure, adjacent both sides on vertical internal corner formwork 4 are respectively arranged with connecting portion 41, and the adjacent both sides on vertical external angle formwork 5 are also respectively arranged with connecting portion 51.
Inner wall panel 1 comprises the first standard inner wall panel 11, second standard inner wall panel 12, the 3rd standard inner wall panel 13 and non-standard inner wall panel 14.Side fascia 2 comprises the first standard external wall 21, second standard external wall 22, the 3rd standard external wall 23, first non-standard side fascia 24 and the second non-standard side fascia 25.The width of the second standard inner wall panel 12 is greater than the width of non-standard inner wall panel 14, and the width of the second standard external wall 22 is greater than the width of the second non-standard side fascia 25;
Two connecting portions 41 on two pieces of vertical internal corner formworks 4 removably connect with one piece of first standard inner wall panel 11 respectively; On vertical external angle formwork 5, the side of non-standard side fascia 24 removably connects two connecting portions 51 with one piece first respectively, and the opposite side of two piece of first non-standard side fascia 24 removably connects with one piece of first standard external wall 21 respectively;
First standard inner wall panel 11, the 3rd standard inner wall panel 13, first standard external wall 21 and the 3rd standard external wall 23 all offer through hole (not shown), the lead to the hole site of the first standard inner wall panel 11 is corresponding with the lead to the hole site of the first standard external wall 21, the lead to the hole site of the 3rd standard inner wall panel 13 is corresponding with the lead to the hole site of the 3rd standard external wall 23, to be arranged on inside and outside wallboard 1,2 in relative two through hole and two back cords 6 to wire drawing bar group 3.
Above-mentioned horizontal structure shuttering system comprises horizontal vertical to internal corner formwork 7 and floor template 8.Wherein, floor template 8 comprises the first standard floor template 81, second standard floor template 82, non-standard floor template 83 and keel 84.Support system comprises Adjustable bracing bar 301 and meteor hammer (not shown).
Horizontal vertical is removably connected to the top of inner wall panel 1 to internal corner formwork 7 side, opposite side is removably connected to the side of floor template 8, keel 84 are removably connected to two pieces of relative horizontal verticals between internal corner formwork 7, the length direction alternate setting of keel 84 along horizontal vertical to internal corner formwork 7, its length direction is parallel with the width of floor template 8.First standard floor template 81 is connected to horizontal vertical between internal corner formwork 7 and keel 84, second standard floor template 82 and non-standard floor template 83 are removably connected between two adjacent keel 84, meteor hammer is connected between two adjacent keel 84, the top of Adjustable bracing bar 301 is removably connected with meteor hammer, contacts bottom it with flooring 200.
The width of the first non-standard outer wall template 24 is vertical internal corner formwork 4 width, body of wall 100 thickness sum of the two.Side and the vertical internal corner formwork 4 of the first standard inner wall panel 11 removably connect, and the side of opposite side and the second standard inner wall panel 12 removably connects.3rd standard inner wall panel 13 is removably connected between the second adjacent standard inner wall panel 12 or the both sides of non-standard inner wall panel 14, and the position of first, second and third standard external wall 21,22,23 is corresponding one by one with the position of first, second and third standard inner wall panel 11,12,13.Termination, side and the horizontal internal corner formwork 4 of the first standard floor template 81 removably connect, and opposite side termination and keel 84 removably connect.
Second standard floor template 82 and non-standard floor template 83 are between two adjacent keel 84, and its two ends and the keel 84 of the second standard floor template 82 and non-standard floor template 83 removably connect.The two adjacent longitudinal median planes of the 3rd standard inner wall panel 13 at interval and the central plane of keel 84 coincide.
In the present embodiment, above-mentioned be detachably connected as pin or the bolt mentioned connects.
The first standard inside wall formwork 11 of the present embodiment is removably connected to the inner corner trim position near building structure, first non-standard outer wall template 24 is removably connected to the external angle position near building structure, make the first vertical setting of types to wire drawing bar group 3 from building structure angle position more close to, greatly improve the template stressing conditions of building structure rotation angle position; In this template system, the inside and outside wallboard 12,22 of the second standard need not be offered wire drawing rod aperture.In this template system, to the level interval of wire drawing bar group 3, the highly equal immobilization of spacing, standardization, seriation, greatly reduce the difficulty of processing of template, cut down finished cost, need not repeatedly change with hole when position, improve the turnover utilization rate of template, extend template application life, the overall cost of construction formwork is reduced greatly.In actual use, the height of body of wall or thickness have a variety of, when the height of body of wall exceed or lower than this altitude range time, the template system that another set of via densities is different can be designed.Because the height of the body of wall of each floor in reality or thickness can not differ too large substantially, therefore design a few cover and can tackle the various bodies of wall run in actual application.
The building method of building mould system is is early teared down and built in above-mentioned loose spelling, comprises the following steps:
A, place one piece of vertical internal corner formwork 4 in the inner corner trim position of building structure, respectively two pieces of vertical internal corner formworks 4 toward body of wall 100 plane third side to connecting portion 41 on connect one piece of first standard inner wall panel 11;
B, respectively the first standard inner wall panel 11 toward body of wall 100 plane third side to side on connect one piece of second standard inner wall panel 12;
C, respectively the second standard inner wall panel 12 toward body of wall 100 plane third side to side on connect one piece of the 3rd standard inner wall panel 13;
D, respectively two piece of the 3rd standard inner wall panel 13 toward body of wall 100 plane third side to side on connect one piece of second standard inner wall panel 12;
E, repetition step c, d, until when the space between adjacent two piece of the 3rd standard inner wall panel 13 is less than the width of the second standard inner wall panel 12, connect one piece of non-standard inner wall panel 14 according to the concrete width in space;
F, place one piece of vertical external angle formwork 5 at the external angle position of building structure, respectively vertical external angle formwork 5 toward body of wall 400 plane third side to connecting portion on connect one piece of first non-standard side fascia 24;
G, in the wall face position of first, second and third standard inner wall panel 11,12,13 correspondence, first, second and third corresponding standard external wall 21,22,23 is installed respectively;
H is until when space between adjacent the 3rd standard external wall 23 of exterior wall plane is less than the width of the second standard external wall 22, connect one piece of second non-standard side fascia 25 according to the concrete width in space, the template namely completing a body of wall 100 connects; Then according to same method of attachment, the connection of all the other wall forms 400 is completed;
Back cord 6 is installed and to wire drawing bar group 3 in i, through hole corresponding on inside and outside wallboard 1,2;
J, on the top of inner wall panel 1, enclose horizontal internal corner formwork 7, between two relative horizontal internal corner formworks 7, and the fore-and-aft plane of alignment the 3rd standard inner wall panel 13 installs keel 84, by prescribed distance, Adjustable bracing bar 301 is installed along its length in the below of each bar keel 84, between two adjacent keel 84, meteor hammer is installed, the top of Adjustable bracing bar 301 is connected with meteor hammer, the bottom of Adjustable bracing bar 301 is contacted with flooring 100;
K, at keel 84 interval with level board internal corner formwork 7, connect upper first standard floor template 81;
L, from flooring toward third side to, between adjacent two pieces of keel 84 connect on the second standard floor template 82;
M, repetition step l, until when the gap length of adjacent two pieces of keel 84 is less than the length of the second standard floor template 82, connect non-standard floor template 83 according to the concrete width in space.
The foregoing is only preferred embodiment of the present invention, not in order to limit the present invention, all any amendments done within the spirit and principles in the present invention, equivalent replacement and improvement etc., all should be included within protection scope of the present invention.
Claims (10)
1. loose spelling early tears down and build a building mould system, comprises vertical structure template system, horizontal structure shuttering system and support system; Described vertical structure template system comprise inner wall panel, side fascia, to wire drawing bar group, vertical internal corner formwork, vertical external angle formwork and back cord; Described back cord is flatly installed on the relative position of described inside and outside wallboard, described vertical internal corner formwork is installed on the inner corner trim place of building structure, described vertical external angle formwork is installed on the external corner place of building structure, adjacent both sides on described vertical internal corner formwork are respectively arranged with connecting portion, and the adjacent both sides on described vertical external angle formwork are also respectively arranged with connecting portion; It is characterized in that, described inner wall panel comprises the first standard inner wall panel, the second standard inner wall panel, the 3rd standard inner wall panel and non-standard inner wall panel, and described side fascia comprises the first standard external wall, the second standard external wall, the 3rd standard external wall, the first non-standard side fascia and the second non-standard side fascia; The width of described second standard inner wall panel is greater than the width of non-standard inner wall panel, and the width of described second standard external wall is greater than the width of the second non-standard side fascia;
Two connecting portions on described vertical internal corner formwork removably connect with the first standard inner wall panel described in a piece respectively; Two connecting portions on described vertical external angle formwork removably connect with the side of the first non-standard side fascia described in a piece respectively, and described first standard external wall removably connects with one piece respectively in the other side of the described in two pieces first non-standard side fascia;
Described first standard inner wall panel, the 3rd standard inner wall panel, the first standard external wall and the 3rd standard external wall all offer through hole, the lead to the hole site of described first standard inner wall panel is corresponding with the lead to the hole site of described first standard external wall, the lead to the hole site of described 3rd standard inner wall panel is corresponding with the lead to the hole site of described 3rd standard external wall, to be describedly arranged on described inside and outside wallboard in relative two through hole and two back cords to wire drawing bar group.
2. loose spelling as claimed in claim 1 early tears down and build building mould system, it is characterized in that, described horizontal structure shuttering system comprises horizontal vertical to internal corner formwork and floor template, described floor template comprises the first standard floor template, the second standard floor template, non-standard floor template and keel, and described support system comprises Adjustable bracing bar and meteor hammer; Described horizontal vertical is removably connected to the top of inner wall panel to internal corner formwork side, opposite side is removably connected to the side of described floor template, described keel are removably connected to two pieces of relative described horizontal verticals between internal corner formwork, described keel are along described horizontal vertical to the alternate setting of the length direction of internal corner formwork, and its length direction is parallel with the width of described floor template; Described first standard floor template is connected to described horizontal vertical between internal corner formwork and keel, described second standard floor template and non-standard floor template are removably connected between two adjacent keel, described meteor hammer is connected between two adjacent keel, the top of described Adjustable bracing bar is removably connected with described meteor hammer, contacts bottom it with flooring.
3. a kind of loose spelling as claimed in claim 1 or 2 early tears down and build building mould system, and it is characterized in that, the width of the described first non-standard outer wall template is described vertical internal corner formwork width and thickness of wall body sum of the two.
4. a kind of loose spelling as claimed in claim 1 or 2 early tears down and build building mould system, and it is characterized in that, side and the described vertical internal corner formwork of described first standard inner wall panel removably connect, and the side of opposite side and the second standard inner wall panel removably connects.
5. a kind of loose spelling as claimed in claim 1 or 2 early tears down and build building mould system, it is characterized in that, described 3rd standard inner wall panel is removably connected between the second adjacent standard inner wall panel or the both sides of non-standard inner wall panel, and the position of first, second and third described standard external wall is corresponding one by one with the position of first, second and third standard inner wall panel.
6. a kind of loose spelling as claimed in claim 2 early tears down and build building mould system, and it is characterized in that, termination, side and the horizontal internal corner formwork of described first standard floor template removably connect, and opposite side termination and keel removably connect.
7. a kind of loose spelling as claimed in claim 2 early tears down and build building mould system, it is characterized in that, described second standard floor template and non-standard floor template are between two adjacent keel, and two ends and the keel of described second standard floor template and non-standard floor template removably connect.
8. as claimed in claim 2 a kind of loose spelling early tears down and build building mould system, it is characterized in that, the two adjacent longitudinal median planes of the 3rd standard inner wall panel at interval and the central plane of keel coincide.
9. loose spelling as claimed in claim 1 or 2 early tears down and build building mould system, it is characterized in that, described is detachably connected as pin or bolt connection.
10. a building method for building mould system is is early teared down and built in loose spelling as claimed in claim 2, comprises the following steps:
A, place the vertical internal corner formwork described in a piece in the inner corner trim position of building structure, respectively vertical internal corner formwork toward described wall plane third side to connecting portion on connect one piece described in the first standard inner wall panel;
B, respectively the first described standard inner wall panel toward described wall plane third side to side on connect one piece of second standard inner wall panel;
C, respectively the second described standard inner wall panel toward described wall plane third side to side on connect one piece of the 3rd standard inner wall panel;
D, respectively the 3rd standard inner wall panel described in two pieces toward described wall plane third side to side on connect one piece of second standard inner wall panel;
E, repetition step c, d, until when the space between adjacent two piece of the 3rd standard inner wall panel is less than the width of the second standard inner wall panel, connect one piece of described non-standard inner wall panel according to the concrete width in space;
F, place the vertical external angle formwork described in a piece at the external angle position of building structure, respectively described vertical external angle formwork toward described wall plane third side to connecting portion on connect one piece described in the first non-standard side fascia;
G, in wall face position corresponding to first, second and third described standard inner wall panel, first, second and third corresponding standard external wall is installed respectively;
H is until when space between adjacent the 3rd standard external wall of exterior wall plane is less than the width of the second standard external wall, connect one piece of second non-standard side fascia according to the concrete width in space, the template namely completing a body of wall connects; Then according to same method of attachment, the connection of all the other wall forms is completed;
Back cord is installed and to wire drawing bar group in i, through hole corresponding on inside and outside wallboard;
J, on the top of inner wall panel, enclose horizontal internal corner formwork, between two relative described horizontal internal corner formworks, and the fore-and-aft plane of the described 3rd standard inner wall panel that aligns installs keel, by prescribed distance, Adjustable bracing bar is installed along its length in the below of each bar keel, between two adjacent keel, meteor hammer is installed, the top of Adjustable bracing bar is connected with meteor hammer, the bottom of Adjustable bracing bar is contacted with flooring;
K, interval at keel and horizontal internal corner formwork, connect upper first standard floor template;
L, from flooring toward third side to, between adjacent two pieces of keel connect on the second standard floor template;
M, repetition step l, until when the gap length of adjacent two pieces of keel is less than the length of the second standard floor template, the concrete width according to space connects non-standard floor template.
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| CN201410465537.5A CN104264981B (en) | 2014-09-12 | 2014-09-12 | A kind of scattered spelling early tears down and build building mould system and building method thereof |
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| CN105888236A (en) * | 2016-05-09 | 2016-08-24 | 中国建筑第八工程局有限公司 | Frame formwork system |
| CN106013796A (en) * | 2016-07-26 | 2016-10-12 | 中国建筑第八工程局有限公司 | Early-disassembling formwork system and construction method thereof |
| CN107605149A (en) * | 2017-10-24 | 2018-01-19 | 山东中煤能源机械有限责任公司 | One kind is applicable a variety of Building assembling templates |
| CN108035434A (en) * | 2017-12-15 | 2018-05-15 | 郑建航 | The metope of heavy log cabin and heavy log cabin |
| CN108824801A (en) * | 2018-06-26 | 2018-11-16 | 徐晓胜 | A kind of interior external mold steel form of section construction concrete |
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| CN105604314A (en) * | 2016-01-25 | 2016-05-25 | 中国建筑第八工程局有限公司 | Tool-type rapid-disassembly die rack combination system |
| CN105888236A (en) * | 2016-05-09 | 2016-08-24 | 中国建筑第八工程局有限公司 | Frame formwork system |
| CN105888236B (en) * | 2016-05-09 | 2018-02-06 | 中国建筑第八工程局有限公司 | frame template system |
| CN106013796A (en) * | 2016-07-26 | 2016-10-12 | 中国建筑第八工程局有限公司 | Early-disassembling formwork system and construction method thereof |
| CN106013796B (en) * | 2016-07-26 | 2019-01-04 | 中国建筑第八工程局有限公司 | Early-dismantling formwork system and its construction method |
| CN107605149A (en) * | 2017-10-24 | 2018-01-19 | 山东中煤能源机械有限责任公司 | One kind is applicable a variety of Building assembling templates |
| CN108035434A (en) * | 2017-12-15 | 2018-05-15 | 郑建航 | The metope of heavy log cabin and heavy log cabin |
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| CN114250972A (en) * | 2021-12-21 | 2022-03-29 | 晟通科技集团有限公司 | Pull tab and template system |
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