CN201635388U - Unilateral supporting formwork system for cast-in-place concrete arc outer wall - Google Patents
Unilateral supporting formwork system for cast-in-place concrete arc outer wall Download PDFInfo
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- CN201635388U CN201635388U CN 201020181158 CN201020181158U CN201635388U CN 201635388 U CN201635388 U CN 201635388U CN 201020181158 CN201020181158 CN 201020181158 CN 201020181158 U CN201020181158 U CN 201020181158U CN 201635388 U CN201635388 U CN 201635388U
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Abstract
The utility model relates to a unilateral supporting formwork system for a cast-in-place concrete arc outer wall, comprising an embedded part, an arc wall formwork and a supporting frame, wherein the embedded part is unilaterally pre-embedded into the interior of a concrete floor slab positioned below an arc wall which is not yet cast; then the arc wall formwork is fixed on the periphery of the arc wall, which is not yet cast, through the embedded part and the unilateral supporting frame; the arc wall formwork is in an assembling structure consisting of a panel, a vertical rib, a short transverse rib, a vertical edge rib and a radian regulator; and the unilateral supporting frame is in a triangular structure; and a vertical rod of the unilateral supporting frame is fixed with the short transverse rib of the arc wall formwork through a hook bolt and a formwork fastener. The utility model greatly shortens the construction period, saves the labor force, reduces the construction cost, can also meet the requirements for the construction quality of the structure and is especially suitable for the wall construction of a car ramp, a sports venue and other large-scale public buildings with arc structures.
Description
Technical field
The utility model relates to a kind of exterior wall formwork system of underground concrete building.
Background technology
In the construction of construction work, it is big that underground construction cast-in-place concrete exterior wall structure has a thickness of wall body, the high characteristics of building floor height.One-sided circular arc body of wall is more common in the underground garage part.Owing to limited by field condition, when outer wall of basement and adjacent architectural engineering exterior wall do not have the construction operation face, can't construct according to traditional two-sided formwork way, the lateral pressure of form bracing system and buoyancy problem are difficult to solution.The circulation material that traditional two-sided formwork not only drops into is many, and effect is low, and less stable can not satisfy workmanship and schedule requirement.Particularly adjacent architectural engineering exterior wall is under the situation of circular arc, and there is big difficulty in installing of template, as adopts traditional formwork way, can increase difficulty of construction and cost undoubtedly.
The utility model content
The utility model provides a kind of unilateral formwork erecting system of cast-in-site concrete arc outer wall body, in the time of solving outer wall of basement and adjacent architectural engineering exterior wall and not having the construction operation face, and the technical problem that traditional formwork way is difficult to implement.
The technical scheme that its technical problem that solves the utility model adopts is:
This unilateral formwork erecting system of cast-in-site concrete arc outer wall body, comprise built-in fitting, circular arc wall form and bracing frame, described built-in fitting is one-sided to be embedded in as yet the not concrete building intralamellar part of the circular arc body of wall of cast below in advance, and the circular arc wall form is fixed in as yet not around the circular arc body of wall of cast by built-in fitting and unilateral component support again;
Described built-in fitting is made of stone bolt, attaching nut, pressure beam, outside connecting rod and outer nut, and the stone bolt lower horizontal is embedded in concrete floor inside in advance, and its top becomes the bending obliquely of 45 degree and stretches out concrete floor; Linked to each other with outside connecting rod by the attaching nut in stone bolt upper end, the outside connecting rod both sides are provided with the pressure beam that fixing unilateral component support is used, and outside connecting rod is equipped with outer nut above the pressure beam;
Described circular arc wall form is the assembled structure that is made of panel, perpendicular rib, hyphen rib, vertical edges rib and radian adjuster; Back side of panel is connected by tap bolt with perpendicular rib, the hyphen rib is connected between the adjacent perpendicular rib, and the hyphen rib is spaced apart in the horizontal direction, is connected with the radian adjuster between the hyphen rib, the vertical edges rib is connected in the panel dual-side, is connected with the radian adjuster between vertical edges rib and the hyphen rib;
Described unilateral component support is a triangular structure, the montant of unilateral component support is fixed by the hyphen rib of gib headed bolt and formwork with fastener-style and template, the place, right angle, bottom of unilateral component support is connected with short brace, the outside connecting rod of built-in fitting passes short brace, to press beam and short brace to compress by outer nut again, the relief angle place of unilateral component support is connected with the adjusting base, regulates the base lower support on scaffold.
Described built-in fitting distance each other is not more than 300mm, at the Origin And Destination place near one section circular arc body of wall a built-in fitting is set respectively.
Described circular arc wall form is a splicing construction, vertically is distributed with slotted hole on the vertical edges rib, and the vertical edges rib of two circular arc wall forms is connected by bolt.
The panel of described circular arc wall form adopts wood plywood, and perpendicular rib adopts a few word beams, and cross rib adopts short double flute steel, and the vertical edges rib adopts angle steel.
Between the montant and brace of described unilateral component support, all be connected with bracing piece between bottom bar and the brace, montant top is equipped with builder's jack.
Described unilateral component support distance each other is not more than 800mm.
The beneficial effects of the utility model are as follows:
Single side formwork system of the present utility model is made up of built-in fitting, circular arc wall form and unilateral component support three parts.Form surfacing adopts wood plywood, and because of wood plywood has certain toughness, generation is out of shape but can not be destroyed after applying suitable external force.Utilize this characteristic of wood plywood,, make panel curve needed radian, and the radian adjuster can make the edge joint position of two templates stressed moderate by the radian adjuster by geometry principle.Have slotted hole on the vertical edges rib, the vertical edges rib of two templates is interconnected by bolt, and this piece connected mode can guarantee the concordant and faulting of slab ends not of piece.The unilateral component support can adopt steel pipe to set up, and according to the requirement of engineering floor height, selects one-sided support body height.With gib headed bolt and formwork with fastener-style template back arris and one-sided holder part are linked to be integral body.Three parts are all hung the scope of operation then by pre-assembly unit and are assembled, and can guarantee the reliability and the efficiency of construction of constructing.
The utility model adopts adjustable circle curve body of wall single surface formwork job practices, with the arc outer wall of adjacent architectural as the opposite side template, cast circular arc walls concrete has successfully solved the difficult problem that outer wall of basement and adjacent architectural engineering do not have the construction operation face between the two.Simultaneously, when the body of wall concreting, this single side formwork mode has all obtained successfully solving to the lateral pressure and the buoyancy problem of form bracing system.
The utility model has also shortened the construction period greatly, has saved the labour, has reduced construction cost, also can satisfy the requirement of structure construction quality, is particularly useful for the wall construction of the large public building of car ramp, stadiums and other arc structure.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the enlarged drawing of built-in fitting;
Fig. 3 is the perspective view of circular arc wall form;
Fig. 4 is the structural representation of edge joint position between the circular arc wall form.
Reference numeral: 1-built-in fitting, 1.1-stone bolt, 1.2-attaching nut, 1.3-press beam, 1.4-outside connecting rod, 1.5-outer nut; 2-circular arc wall form, 2.1-panel, the perpendicular rib of 2.2-, 2.3-hyphen rib, 2.4-vertical edges rib, 2.5-radian adjuster;
3-unilateral component support, 3.1-montant, 3.2-bottom bar, 3.3-brace, the short brace of 3.4-, 3.5-bracing piece;
4-gib headed bolt, 5-formwork with fastener-style, 6-regulate the arc outer wall of base, 7-concrete floor, 8-circular arc walls concrete, 9-scaffold, 10-builder's jack, 11-earth anchor, 12-steel pipe diagonal brace, 13-adjacent architectural.
The specific embodiment
Embodiment is referring to shown in Figure 1, this unilateral formwork erecting system of cast-in-site concrete arc outer wall body, comprise built-in fitting, circular arc wall form and bracing frame, described built-in fitting 1 one-sided not concrete floor 7 inside of the circular arc body of wall of cast below that are embedded in advance as yet, circular arc wall form 2 are fixed in as yet not around the circular arc body of wall of cast by built-in fitting 1 and unilateral component support 3 again.
Referring to shown in Figure 2, described built-in fitting 1 is made of stone bolt 1.1, attaching nut 1.2, pressure beam 1.3, outside connecting rod 1.4 and outer nut 1.5, the stone bolt lower horizontal is embedded in concrete floor inside in advance, and its top becomes the bending obliquely of 45 degree and stretches out concrete floor; Linked to each other with outside connecting rod 1.4 by attaching nut 1.2 in stone bolt upper end, the outside connecting rod both sides are provided with the pressure beam 1.3 that fixing unilateral component support is used, and outside connecting rod 1.4 is equipped with outer nut 1.5 above pressure beam 1.3.
Referring to shown in Figure 3, described circular arc wall form 2 is the assembled structures that are made of panel 2.1, perpendicular rib 2.2, hyphen rib 2.3, vertical edges rib 2.4 and radian adjuster 2.5; Panel 2.1 back sides and perpendicular rib 2.2 are connected by tap bolt, hyphen rib 2.3 is connected between the adjacent perpendicular rib 2.2, the hyphen rib is spaced apart in the horizontal direction, be connected with radian adjuster 2.5 between the hyphen rib, vertical edges rib 2.4 is connected in the panel dual-side, is connected with the radian adjuster between vertical edges rib and the hyphen rib.
The panel 2.1 of described circular arc wall form 2 adopts wood plywood, and perpendicular rib 2.2 adopts a few word beams, and cross rib 2.3 adopts short double flute steel, and vertical edges rib 2.4 adopts angle steel.
Referring to shown in Figure 4, described circular arc wall form 2 is a splicing construction, vertically is distributed with slotted hole on the vertical edges rib 2.4, and the vertical edges rib of two circular arc wall forms is connected by bolt.
Referring to shown in Figure 1, described unilateral component support 3 is a triangular structure, the montant 3.1 of unilateral component support is fixed with the hyphen rib of template by gib headed bolt 4 and formwork with fastener-style 5, the place, right angle, bottom of unilateral component support 3 is connected with short brace 3.4, the outside connecting rod 1.4 of built-in fitting passes short brace, to press beam 3 and short brace 3.4 to compress by outer nut 1.5 again, the relief angle place of unilateral component support 3 is connected with and regulates base 6, regulates the base lower support on scaffold 9.
Between the montant 3.1 and brace 3.3 of described unilateral component support 3, all be connected with bracing piece 3.4 between bottom bar 3.2 and the brace 3.3, montant top is equipped with builder's jack 10.
Referring to shown in Figure 1, this cast-in-site concrete arc outer wall body single side formwork job practices, construction sequence is as follows:
Step 2 is pieced together circular arc wall form 2 in advance;
The assembling method of circular arc wall form 2 is: hole → snap the line of beating dress vertical edges rib on snap the line → blanking on the panel → slab → panel is installed vertical edges rib → snap the line and is installed after perpendicular rib → installations adjuster and the good template of shackle → assembly unit by drawing, regulates template and meet the requirements of radian → template and hang liter and lean against on the piling bin.
The pre-assembly of unilateral component support 3 with mounting method is: brace → be connected with built-in fitting → regulate unilateral component support verticality → installation builder's jack is lacked in the unilateral component support lifting unilateral component support main body → installation bracing piece → installation that puts in place → installs.
Step 4 is connected unilateral component support 3 with circular arc wall form 2;
Step 5, the scene is set up the required scaffold 9(scaffold of unilateral component support and is adopted ∮ 48 * 3.5 steel pipes to set up, this scaffold is reinforced by adding the steel pipe diagonal brace, is stablized by earth anchor pre-buried on floor (∮ 25)), the adjusting base 6 of unilateral component support is fixed with scaffold, after unilateral component support 3 is in place, regulate base 6, suitable for reading until circular arc wall form (2) to the 5mm that inclines within the walls.
Step 6, treat that circular arc wall form, unilateral component support all are in place after, each several part is adjusted, reinforces, is checked;
Claims (6)
1. unilateral formwork erecting system of cast-in-site concrete arc outer wall body, comprise built-in fitting, circular arc wall form and bracing frame, it is characterized in that: described built-in fitting (1) is one-sided to be embedded in as yet not concrete floor (7) inside of the circular arc body of wall of cast below in advance, and circular arc wall form (2) is fixed in around the circular arc body of wall of not pouring into a mould as yet by built-in fitting (1) and unilateral component support (3) again;
Described built-in fitting (1) is made of stone bolt (1.1), attaching nut (1.2), pressure beam (1.3), outside connecting rod (1.4) and outer nut (1.5), the stone bolt lower horizontal is embedded in concrete floor inside in advance, and its top becomes the bending obliquely of 45 degree and stretches out concrete floor; Linked to each other with outside connecting rod (1.4) by attaching nut (1.2) in stone bolt upper end, the outside connecting rod both sides are provided with the pressure beam (1.3) that fixing unilateral component support is used, and outside connecting rod (1.4) is equipped with outer nut (1.5) in the top of pressure beam (1.3);
Described circular arc wall form (2) is the assembled structure that is made of panel (2.1), perpendicular rib (2.2), hyphen rib (2.3), vertical edges rib (2.4) and radian adjuster (2.5); Panel (2.1) back side is connected by tap bolt with perpendicular rib (2.2), hyphen rib (2.3) is connected between the adjacent perpendicular rib (2.2), the hyphen rib is spaced apart in the horizontal direction, be connected with radian adjuster (2.5) between the hyphen rib, vertical edges rib (2.4) is connected in the panel dual-side, is connected with the radian adjuster between vertical edges rib and the hyphen rib;
Described unilateral component support (3) is a triangular structure, the montant of unilateral component support (3.1) is fixed with the hyphen rib of template by gib headed bolt (4) and formwork with fastener-style (5), the place, right angle, bottom of unilateral component support (3) is connected with short brace (3.4), the outside connecting rod of built-in fitting (1.4) passes short brace, to press beam (3) and short brace (3.4) to compress by outer nut (1.5) again, the relief angle place of unilateral component support (3) is connected with and regulates base (6), regulates the base lower support on scaffold (9).
2. unilateral formwork erecting system of cast-in-site concrete arc outer wall body according to claim 1 is characterized in that: described built-in fitting (1) distance each other is not more than 300mm, at the Origin And Destination place near one section circular arc body of wall a built-in fitting is set respectively.
3. unilateral formwork erecting system of cast-in-site concrete arc outer wall body according to claim 1, it is characterized in that: described circular arc wall form (2) is a splicing construction, the vertical edges rib vertically is distributed with slotted hole on (2.4), and the vertical edges rib of two circular arc wall forms is connected by bolt.
4. unilateral formwork erecting system of cast-in-site concrete arc outer wall body according to claim 3, it is characterized in that: the panel (2.1) of described circular arc wall form (2) adopts wood plywood, perpendicular rib (2.2) adopts a few word beams, cross rib (2.3) adopts short double flute steel, and vertical edges rib (2.4) adopts angle steel.
5. unilateral formwork erecting system of cast-in-site concrete arc outer wall body according to claim 1, it is characterized in that: between the montant (3.1) and brace (3.3) of described unilateral component support (3), all be connected with bracing piece (3.4) between bottom bar (3.2) and the brace (3.3), montant top is equipped with builder's jack (10).
6. unilateral formwork erecting system of cast-in-site concrete arc outer wall body according to claim 5 is characterized in that: described unilateral component support (3) distance each other is not more than 800mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020181158 CN201635388U (en) | 2010-05-06 | 2010-05-06 | Unilateral supporting formwork system for cast-in-place concrete arc outer wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201020181158 CN201635388U (en) | 2010-05-06 | 2010-05-06 | Unilateral supporting formwork system for cast-in-place concrete arc outer wall |
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| CN201635388U true CN201635388U (en) | 2010-11-17 |
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| CN 201020181158 Expired - Fee Related CN201635388U (en) | 2010-05-06 | 2010-05-06 | Unilateral supporting formwork system for cast-in-place concrete arc outer wall |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101839061A (en) * | 2010-05-06 | 2010-09-22 | 中国建筑第二工程局有限公司 | Unilateral formwork erecting system of cast-in-site concrete arc outer wall body and construction method thereof |
| CN102505837A (en) * | 2011-11-21 | 2012-06-20 | 中交二航局第四工程有限公司 | Template for large-volume concrete casting |
| CN102518148A (en) * | 2011-12-29 | 2012-06-27 | 中铁上海工程局有限公司 | Architecture related to triangular bracing structure of underground open cut station and construction method thereof |
| CN104453224A (en) * | 2014-10-24 | 2015-03-25 | 中国建筑第四工程局有限公司 | Formwork support structure of basement exterior wall and construction method of formwork support structure |
| CN104727548A (en) * | 2015-02-11 | 2015-06-24 | 河北建设集团安装工程有限公司 | Fast assembling and disassembling device for wall internal corner die plate |
| CN105625710A (en) * | 2016-02-05 | 2016-06-01 | 张海文 | Concrete formwork support device |
| CN106223601A (en) * | 2016-07-08 | 2016-12-14 | 中天建设集团有限公司 | In a kind of cast-in-place concrete structure, the construction method of the construction method of breakage exempted from by wood formwork plate |
| CN107780655A (en) * | 2017-11-23 | 2018-03-09 | 中国建筑第二工程局有限公司 | A kind of climbing type flue formwork system and its construction method |
| CN108239997A (en) * | 2018-03-28 | 2018-07-03 | 中铁十七局集团第三工程有限公司 | In-situ concrete wall one side formwork system |
| CN108729663A (en) * | 2018-05-28 | 2018-11-02 | 中国化学工程第六建设有限公司 | Concrete exempts from plastering construction technique |
| CN109441099A (en) * | 2018-12-05 | 2019-03-08 | 中建局集团建设发展有限公司 | Basement single side formwork system and the method for utilizing its outer wall of basement of constructing |
| PL423526A1 (en) * | 2017-11-21 | 2019-06-03 | Krzysztof Zwierz | Modular structural element intended for producing formworks, preferably the stay-in-place formworks |
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2010
- 2010-05-06 CN CN 201020181158 patent/CN201635388U/en not_active Expired - Fee Related
Cited By (15)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101839061A (en) * | 2010-05-06 | 2010-09-22 | 中国建筑第二工程局有限公司 | Unilateral formwork erecting system of cast-in-site concrete arc outer wall body and construction method thereof |
| CN102505837A (en) * | 2011-11-21 | 2012-06-20 | 中交二航局第四工程有限公司 | Template for large-volume concrete casting |
| CN102505837B (en) * | 2011-11-21 | 2014-03-12 | 中交二航局第四工程有限公司 | Template for large-volume concrete casting |
| CN102518148A (en) * | 2011-12-29 | 2012-06-27 | 中铁上海工程局有限公司 | Architecture related to triangular bracing structure of underground open cut station and construction method thereof |
| CN104453224A (en) * | 2014-10-24 | 2015-03-25 | 中国建筑第四工程局有限公司 | Formwork support structure of basement exterior wall and construction method of formwork support structure |
| CN104727548A (en) * | 2015-02-11 | 2015-06-24 | 河北建设集团安装工程有限公司 | Fast assembling and disassembling device for wall internal corner die plate |
| CN105625710A (en) * | 2016-02-05 | 2016-06-01 | 张海文 | Concrete formwork support device |
| CN106223601A (en) * | 2016-07-08 | 2016-12-14 | 中天建设集团有限公司 | In a kind of cast-in-place concrete structure, the construction method of the construction method of breakage exempted from by wood formwork plate |
| PL423526A1 (en) * | 2017-11-21 | 2019-06-03 | Krzysztof Zwierz | Modular structural element intended for producing formworks, preferably the stay-in-place formworks |
| CN107780655A (en) * | 2017-11-23 | 2018-03-09 | 中国建筑第二工程局有限公司 | A kind of climbing type flue formwork system and its construction method |
| CN108239997A (en) * | 2018-03-28 | 2018-07-03 | 中铁十七局集团第三工程有限公司 | In-situ concrete wall one side formwork system |
| CN108729663A (en) * | 2018-05-28 | 2018-11-02 | 中国化学工程第六建设有限公司 | Concrete exempts from plastering construction technique |
| CN108729663B (en) * | 2018-05-28 | 2020-07-10 | 中国化学工程第六建设有限公司 | Concrete plastering-free construction process |
| CN109441099A (en) * | 2018-12-05 | 2019-03-08 | 中建局集团建设发展有限公司 | Basement single side formwork system and the method for utilizing its outer wall of basement of constructing |
| CN109441099B (en) * | 2018-12-05 | 2024-01-23 | 中建一局集团建设发展有限公司 | Basement unilateral formwork supporting system and method for constructing basement outer wall by utilizing same |
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| Date | Code | Title | Description |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101117 Termination date: 20130506 |