JP2010101044A - Reinforced concrete slab - Google Patents

Reinforced concrete slab Download PDF

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JP2010101044A
JP2010101044A JP2008272251A JP2008272251A JP2010101044A JP 2010101044 A JP2010101044 A JP 2010101044A JP 2008272251 A JP2008272251 A JP 2008272251A JP 2008272251 A JP2008272251 A JP 2008272251A JP 2010101044 A JP2010101044 A JP 2010101044A
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lattice
reinforcing bars
main
reinforcing bar
bars
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Takeshi Yamada
岳史 山田
Naoto Takehana
直人 竹鼻
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Kobe Steel Ltd
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Kobe Steel Ltd
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Abstract

<P>PROBLEM TO BE SOLVED: To provide a reinforced concrete slab having shear-reinforced structural reinforcements and excelling in workability in the field by allowing the structural reinforcements to be easily built up on the site. <P>SOLUTION: The reinforced concrete slab includes the shear-reinforced structural reinforcements having main reinforcements 11, 12 and distributing bars 21, 22, and concrete 30 placed to include the structural reinforcements. A large number of main reinforcement lattice truss reinforcements 10 formed by subjecting shear reinforcement to the main reinforcements 11, 12, and a large number of distributing bar lattice truss reinforcements 20 formed by subjecting shear reinforcement to the distributing bars 21, 22, are allowed to intersect in lattice shape in a state of the distributing bar lattice truss reinforcements 20 penetrating the juxtaposed main reinforcement lattice truss reinforcements 10 to pass through the openings of the respective main reinforcement lattice truss reinforcements over the whole length of the distributing bar lattice truss reinforcements, thus constituting the structural reinforcements. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は、構造鉄筋とこの構造鉄筋を包含するように打設されたコンクリートとを備えてなる鉄筋コンクリート版に関するものである。   The present invention relates to a reinforced concrete plate provided with a structural reinforcing bar and a concrete placed so as to include the structural reinforcing bar.

周知のように、鉄筋コンクリート版は、構造鉄筋と、この構造鉄筋を包含するように打設されたコンクリートとを備えたものである。図6は従来の鉄筋コンクリート版の構造鉄筋を示す平面図、図7は図6の構造鉄筋のA矢視正面図である。   As is well known, a reinforced concrete plate includes a structural reinforcing bar and concrete that is placed so as to include the structural reinforcing bar. 6 is a plan view showing a structural reinforcing bar of a conventional reinforced concrete plate, and FIG. 7 is a front view of the structural reinforcing bar of FIG.

図6に示すように、従来の鉄筋コンクリート版の構造鉄筋は、直交する縦横二方向のうち一方の方向に延び、互いに平行をなす多数の主鉄筋50と、前記縦横二方向のうち他方の方向に延び、互いに平行をなす多数の配力鉄筋60とを、格子状に配置し、十字に交差する各交点を溶接によって接合して構成されている。   As shown in FIG. 6, the structural reinforcing bar of the conventional reinforced concrete plate extends in one direction out of two orthogonal vertical and horizontal directions and is parallel to each other, and in the other of the two vertical and horizontal directions. A number of extending reinforcing bars 60 that are parallel to each other are arranged in a lattice pattern, and each intersection that intersects the cross is joined by welding.

そして、図7に示すように、多数の前記主鉄筋50のそれぞれは、直線状をなして上下に平行配置された上側の圧縮主鉄筋51と下側の引張主鉄筋52によって構成されており、また、多数の前記配力鉄筋60のそれぞれは、直線状をなして上下に平行配置された上側の圧縮配力鉄筋61及び下側の引張配力鉄筋62によって構成されている。これらの主鉄筋50と配力鉄筋60は、曲げに対して抵抗する鉄筋である。70は、縦横に格子状に配置されたこれらの主鉄筋50と配力鉄筋60とを備えた構造鉄筋を包含するように打設されるコンクリートである。   As shown in FIG. 7, each of the large number of the main reinforcing bars 50 is composed of an upper compression main reinforcing bar 51 and a lower tensile main reinforcing bar 52 that are linearly arranged in a straight line. Each of the large number of the distribution reinforcing bars 60 includes an upper compression distribution reinforcing bar 61 and a lower tensile distribution reinforcing bar 62 which are arranged in parallel in a straight line. These main reinforcing bars 50 and distribution reinforcing bars 60 are reinforcing bars that resist bending. Reference numeral 70 denotes concrete which is placed so as to include a structural reinforcing bar including the main reinforcing bar 50 and the distribution reinforcing bar 60 which are arranged in a grid pattern in the vertical and horizontal directions.

このように、一般に、鉄筋コンクリート版には、コンクリート梁とは違って、面外方向(厚み方向)に作用するせん断力に対するせん断補強鉄筋が備えられていることはほとんどない。   As described above, in general, unlike a concrete beam, a reinforced concrete plate is rarely provided with a shear reinforcing bar for a shearing force acting in an out-of-plane direction (thickness direction).

せん断補強が施された鉄筋コンクリート版については、現状では、格子状に配置された主鉄筋と配力鉄筋との交差位置に現場での手作業によってせん断補強鉄筋を取り付けるようになされており(特開2006−283287号公報、図11)、多大の手間がかかるため、現場での施工性に優れた鉄筋コンクリート版が要望されている。
特開2006−283287号公報(図11)
With regard to reinforced concrete plates to which shear reinforcement has been applied, at present, shear reinforcement bars are manually attached at the intersections between main reinforcing bars and distribution reinforcing bars arranged in a grid pattern (Japanese Patent Application Laid-Open No. 2005-259151). No. 2006-283287, FIG. 11). Since much labor is required, there is a demand for a reinforced concrete plate excellent in on-site workability.
JP 2006-283287 A (FIG. 11)

そこで、本発明の課題は、せん断補強が施された構造鉄筋を備え、かつ、現場で構造鉄筋を容易に組み立てることができて現場での施工性に優れた、鉄筋コンクリート版を提供することにある。   Accordingly, an object of the present invention is to provide a reinforced concrete plate having a structural reinforcing bar to which shear reinforcement is applied, and capable of easily assembling the structural reinforcing bar at the site and having excellent workability at the site. .

前記の課題を解決するため、本願発明では、次の技術的手段を講じている。   In order to solve the above problems, the present invention takes the following technical means.

請求項1の発明は、主鉄筋及び配力鉄筋を有し、せん断補強が施された構造鉄筋と、この構造鉄筋を包含するように打設されたコンクリートとを備えた鉄筋コンクリート版であって、前記構造鉄筋が、多数の主鉄筋用ラチストラス鉄筋と多数の配力鉄筋用ラチストラス鉄筋とを格子状に交差させて配置し、十字に交差する各交点を接合して構成されており、前記多数の主鉄筋用ラチストラス鉄筋の各々が、直線状をなして上下に平行配置された圧縮主鉄筋及び引張主鉄筋と、この圧縮主鉄筋と引張主鉄筋とを交互に結ぶように連続波型状に形成されて延びる主筋用ラチス鉄筋とによって構成されるとともに、前記多数の配力鉄筋用ラチストラス鉄筋の各々が、直線状をなして上下に平行配置された圧縮配力鉄筋及び引張配力鉄筋と、この圧縮配力鉄筋と引張配力鉄筋とを交互に結ぶように連続波型状に形成されて延びる配力筋用ラチス鉄筋とによって構成されており、かつ、前記多数の主鉄筋用ラチストラス鉄筋と前記多数の配力筋用ラチストラス鉄筋とが、並列配置されている主鉄筋用ラチストラス鉄筋に該各主鉄筋用ラチストラス鉄筋の開口部を通るように配力筋用ラチストラス鉄筋を配力筋用ラチストラス鉄筋全長にわたって貫き通した状態で、格子状に交差させて配置されていること、を特徴とする鉄筋コンクリート版である。   The invention of claim 1 is a reinforced concrete plate comprising a structural reinforcing bar having a main reinforcing bar and a distribution reinforcing bar and subjected to shear reinforcement, and a concrete placed so as to include the structural reinforcing bar, The structural reinforcing bars are configured by arranging a large number of lattice rebars for main reinforcing bars and a large number of lattice reinforcing bars for distribution reinforcing bars in a grid pattern, and joining the intersecting points intersecting the cross. Each Lattice rebar for main reinforcement is formed in a continuous wave shape so that the compression main reinforcement and the tension main reinforcement arranged in a straight line in a straight line and the compression main reinforcement and the tension main reinforcement are alternately connected. Each of the plurality of lattice reinforcing bars for distribution reinforcing bars, each of which is a linearly arranged compression parallel reinforcing bar and a tensile distribution reinforcing bar. compression It is constituted by a lattice reinforcing bar for a reinforcing bar that is formed in a continuous wave shape and extends so as to alternately connect a reinforcing bar and a tensile strength reinforcing bar, and the plurality of main reinforcing bar lattices and the many The Lattice rebar for the reinforcing bar penetrates the Lattice rebar for the reinforcing bar so that it passes through the opening of the Lattice rebar for each main reinforcing bar through the opening of each Lattice reinforcing bar for the main reinforcing bar. It is a reinforced concrete slab characterized by being arranged so as to intersect with each other in a lattice shape.

請求項2の発明は、請求項1記載の鉄筋コンクリート版において、前記鉄筋コンクリート版が床版として用いられるものであることを特徴とするものである。   The invention of claim 2 is the reinforced concrete plate according to claim 1, wherein the reinforced concrete plate is used as a floor slab.

本発明の鉄筋コンクリート版は、主鉄筋にせん断補強を施してなる多数の主鉄筋用ラチストラス鉄筋と配力鉄筋にせん断補強を施してなる多数の配力鉄筋用ラチストラス鉄筋とを備え、これら多数の主鉄筋用ラチストラス鉄筋と多数の配力鉄筋用ラチストラス鉄筋とを、並列配置されている主鉄筋用ラチストラス鉄筋に該各主鉄筋用ラチストラス鉄筋の開口部を通るように配力筋用ラチストラス鉄筋を該配力筋用ラチストラス鉄筋全長にわたって貫き通した状態で、格子状に交差させることにより、構造鉄筋を構成するようにしている。よって、本発明によれば、予め、工場で主鉄筋用ラチストラス鉄筋及び配力鉄筋用ラチストラス鉄筋を製作しておき、これらを用いることにより、現場にて、せん断補強が施された構造鉄筋を容易に組み立てることができ、せん断補強が施された構造鉄筋を備え、かつ、現場での施工性に優れた、鉄筋コンクリート版を提供することができる。   The reinforced concrete plate according to the present invention includes a large number of main reinforcing bar lattice reinforcement bars and a large number of distribution reinforcing bar lattice reinforcement bars. Arrangement of Lattice rebar for distribution bar and Lattice rebar for multiple distribution bars through the opening of each Lattice rebar for main rebar. The structural rebar is configured by intersecting in a lattice shape while penetrating the entire length of the Lattice rebar for the reinforcing bar. Therefore, according to the present invention, a lattice rebar for main reinforcement and a lattice reinforcement for distribution reinforcing steel are manufactured in advance at a factory, and by using these, it is easy to construct a structural reinforcement subjected to shear reinforcement on site. It is possible to provide a reinforced concrete plate having a structural reinforcing bar to which shear reinforcement is applied and having excellent on-site workability.

以下、図面を参照して、本発明の実施形態について説明する。   Embodiments of the present invention will be described below with reference to the drawings.

図1は本発明の一実施形態による鉄筋コンクリート版の構造鉄筋を示す平面図である。   FIG. 1 is a plan view showing a structural reinforcing bar of a reinforced concrete plate according to an embodiment of the present invention.

本実施形態による鉄筋コンクリート版は、構造鉄筋と、この構造鉄筋を包含するように打設されるコンクリート30とを備えたものである。本実施形態による鉄筋コンクリート版の構造鉄筋は、図1に示すように、直交する縦横二方向のうち一方の方向(図例では図1における横方向)に延び、互いに平行をなす多数の主鉄筋用ラチストラス鉄筋10と、前記縦横二方向のうち他方の方向(図例では図1における縦方向)に延び、互いに平行をなす多数の配力鉄筋用ラチストラス鉄筋20とを、格子状に配置し、十字に交差する各交点を溶接によって接合して構成されている。   The reinforced concrete plate according to the present embodiment is provided with a structural reinforcing bar and a concrete 30 placed so as to include the structural reinforcing bar. As shown in FIG. 1, the structural reinforcing bar of the reinforced concrete plate according to the present embodiment is used for a number of main reinforcing bars extending in one direction (the horizontal direction in FIG. 1 in the illustrated example) in two vertical and horizontal directions orthogonal to each other and parallel to each other. A lattice rebar 10 and a plurality of lattice rebars 20 for power distribution reinforcing bars that extend in the other of the two vertical and horizontal directions (the vertical direction in FIG. 1 in the figure) and are parallel to each other are arranged in a lattice pattern. Each intersection that intersects with is joined by welding.

図2は図1における主鉄筋用ラチストラス鉄筋の正面図である。   FIG. 2 is a front view of the lattice rebar for main reinforcing bars in FIG.

図2に示すように、各主鉄筋用ラチストラス鉄筋10は、直線状をなして上下に所要間隔で平行配置された上側の圧縮主鉄筋11と下側の引張主鉄筋12と、この圧縮主鉄筋11と引張主鉄筋12とを交互に結ぶように連続波型状に形成されて延びる主筋用ラチス鉄筋13とによって構成されている。   As shown in FIG. 2, each lattice rebar 10 for main reinforcing bars is composed of an upper compression main reinforcing bar 11 and a lower tensile main reinforcing bar 12 which are linearly arranged in parallel at a predetermined interval in the vertical direction, and this compression main reinforcing bar. 11 and the main reinforcing lattice 13 are formed in a continuous wave shape so as to alternately connect the main reinforcing bars 12 and the tensile reinforcing bars 12.

そして、本実施形態では、主筋用ラチス鉄筋13の上側の各頂部13aは、それぞれ、圧縮主鉄筋11に該圧縮主鉄筋上部に位置するように溶接によって接合され、主筋用ラチス鉄筋13の下側の各頂部13bは、それぞれ、引張主鉄筋12に該引張主鉄筋下部に位置するように溶接によって接合されている。このように、主鉄筋11,12にせん断補強を施してなる主鉄筋用ラチストラス鉄筋10が構成されている。   And in this embodiment, each top part 13a of the upper side of the main reinforcement lattice 13 is joined to the compression main reinforcement 11 by welding so that it may be located above the compression main reinforcement, and the lower side of the main reinforcement lattice 13 Each of the top portions 13b is joined to the tensile main reinforcing bar 12 by welding so as to be positioned below the tensile main reinforcing bar. In this way, the main rebar latticed rebar 10 is formed by applying shear reinforcement to the main rebars 11 and 12.

図3は図1における配力鉄筋用ラチストラス鉄筋の正面図である。   FIG. 3 is a front view of the lattice rebar for the distribution reinforcing bar in FIG. 1.

図3に示すように、各配力鉄筋用ラチストラス鉄筋20は、直線状をなして上下に前記主鉄筋用ラチストラス鉄筋10よりも狭い所要間隔で平行配置された上側の圧縮配力鉄筋21と下側の引張配力鉄筋22と、この圧縮配力鉄筋21と引張配力鉄筋22とを交互に結ぶように連続波型状に形成されて延びる配力筋用ラチス鉄筋23とによって構成されている。   As shown in FIG. 3, each of the distribution reinforcing bar lattice bars 20 has an upper compression distributing reinforcing bar 21 and a lower one that are arranged in a straight line in parallel at a required interval narrower than the main reinforcing bar lattice bars 10. It is constituted by a tension distribution reinforcing bar 22 on the side, and a lattice reinforcing bar 23 for the distribution reinforcement formed and extended in a continuous wave shape so as to alternately connect the compression distribution reinforcement 21 and the tension distribution reinforcement 22. .

そして、本実施形態では、圧縮配力鉄筋21と引張配力鉄筋22間に配力筋用ラチス鉄筋23が挟まれる状態で、配力筋用ラチス鉄筋23の上側の各頂部23aは、それぞれ、圧縮配力鉄筋21に溶接によって接合され、配力筋用ラチス鉄筋23の下側の各頂部23bは、それぞれ、引張配力鉄筋22に溶接によって接合されている。このように、配力鉄筋21,22にせん断補強を施してなる配力鉄筋用ラチストラス鉄筋20が構成されている。   In the present embodiment, each of the top portions 23 a on the upper side of the lattice reinforcing bar 23 for the distribution bar is in a state in which the lattice reinforcing bar 23 for the distribution bar is sandwiched between the compression distribution reinforcing bar 21 and the tension distribution bar 22. The compression distribution bar 21 is joined by welding, and the respective top portions 23b on the lower side of the distribution bar lattice 23 are joined to the tension distribution bar 22 by welding. In this way, the lattice rebar 20 for the distribution reinforcing bar is formed by applying shear reinforcement to the distribution reinforcing bars 21 and 22.

図4は図1の構造鉄筋のA矢視正面図、図5は図1の構造鉄筋のB矢視側面図である。   4 is a front view of the structural reinforcing bar of FIG. 1 as viewed from the direction of arrow A, and FIG. 5 is a side view of the structural reinforcing bar of FIG.

そして、本実施形態による鉄筋コンクリート版は、前記のように構成される多数の主鉄筋用ラチストラス鉄筋10と多数の配力鉄筋用ラチストラス鉄筋20とを備え、これら多数の主鉄筋用ラチストラス鉄筋10と多数の配力鉄筋用ラチストラス鉄筋20とを、図4,図5に示すように、並列配置されている主鉄筋用ラチストラス鉄筋10に該各主鉄筋用ラチストラス鉄筋10のほぼ三角形状をなす開口部を通るように配力筋用ラチストラス鉄筋20を該配力筋用ラチストラス鉄筋全長にわたって貫き通した状態で、格子状に交差させることにより、構造鉄筋を構成するようにしている。   The reinforced concrete plate according to the present embodiment includes a large number of main reinforcing bar lattices 10 and a large number of distributed reinforcing bar lattices 20 as described above. 4 and FIG. 5, the main reinforcing bar lattices 10 are arranged in parallel with each other, and the main reinforcing bar lattices 10 have openings that form a substantially triangular shape. The structural reinforcing bars are configured by intersecting in a lattice shape while passing through the entire length of the lattice reinforcing rebar 20 for the distributing bars so as to pass through.

よって、予め、工場で主鉄筋用ラチストラス鉄筋10及び配力鉄筋用ラチストラス鉄筋20を製作しておき、これらを用いることにより、現場において、せん断補強が施された構造鉄筋を容易に組み立てることができるので、せん断補強が施された鉄筋コンクリート版を容易に製作することができる。そして、本発明による鉄筋コンクリート版は、床版として好適である。   Therefore, the main rebar latticed reinforcing bar 10 and the distribution reinforcing bar latticed reinforcing bar 20 are manufactured in advance at the factory, and by using these, it is possible to easily assemble a structural reinforcing bar subjected to shear reinforcement in the field. Therefore, a reinforced concrete plate with shear reinforcement can be easily manufactured. The reinforced concrete plate according to the present invention is suitable as a floor slab.

本発明の一実施形態による鉄筋コンクリート版の構造鉄筋を示す平面図である。It is a top view which shows the structural reinforcement of the reinforced concrete plate by one Embodiment of this invention. 図1における主鉄筋用ラチストラス鉄筋の正面図である。It is a front view of the lattice rebar for main reinforcing bars in FIG. 図1における配力鉄筋用ラチストラス鉄筋の正面図である。It is a front view of the lattice rebar for distribution reinforcing bars in FIG. 図1の構造鉄筋のA矢視正面図である。FIG. 2 is a front view of the structural reinforcing bar of FIG. 図1の構造鉄筋のB矢視側面図である。It is a B arrow side view of the structural reinforcing bar of FIG. 従来の鉄筋コンクリート版の構造鉄筋を示す平面図である。It is a top view which shows the structural reinforcement of the conventional reinforced concrete board. 図6の構造鉄筋のA矢視正面図である。FIG. 7 is a front view of the structural reinforcing bar of FIG.

符号の説明Explanation of symbols

10…主鉄筋用ラチストラス鉄筋
11…圧縮主鉄筋
12…引張主鉄筋
13…主筋用ラチス鉄筋
20…配力鉄筋用ラチストラス鉄筋
21…圧縮配力鉄筋
22…引張配力鉄筋
23…配力筋用ラチス鉄筋
30…コンクリート
DESCRIPTION OF SYMBOLS 10 ... Lattice reinforcement for main reinforcement 11 ... Compression main reinforcement 12 ... Tensile main reinforcement 13 ... Lattice reinforcement for main reinforcement 20 ... Lattice reinforcement for distribution reinforcement 21 ... Compression distribution reinforcement 22 ... Tension distribution reinforcement 23 ... Lattice for distribution reinforcement Reinforcement 30 ... concrete

Claims (2)

主鉄筋及び配力鉄筋を有し、せん断補強が施された構造鉄筋と、この構造鉄筋を包含するように打設されたコンクリートとを備えた鉄筋コンクリート版であって、
前記構造鉄筋が、多数の主鉄筋用ラチストラス鉄筋と多数の配力鉄筋用ラチストラス鉄筋とを格子状に交差させて配置し、十字に交差する各交点を接合して構成されており、
前記多数の主鉄筋用ラチストラス鉄筋の各々が、直線状をなして上下に平行配置された圧縮主鉄筋及び引張主鉄筋と、この圧縮主鉄筋と引張主鉄筋とを交互に結ぶように連続波型状に形成されて延びる主筋用ラチス鉄筋とによって構成されるとともに、前記多数の配力鉄筋用ラチストラス鉄筋の各々が、直線状をなして上下に平行配置された圧縮配力鉄筋及び引張配力鉄筋と、この圧縮配力鉄筋と引張配力鉄筋とを交互に結ぶように連続波型状に形成されて延びる配力筋用ラチス鉄筋とによって構成されており、
かつ、前記多数の主鉄筋用ラチストラス鉄筋と前記多数の配力筋用ラチストラス鉄筋とが、並列配置されている主鉄筋用ラチストラス鉄筋に該各主鉄筋用ラチストラス鉄筋の開口部を通るように配力筋用ラチストラス鉄筋を配力筋用ラチストラス鉄筋全長にわたって貫き通した状態で、格子状に交差させて配置されていること、
を特徴とする鉄筋コンクリート版。
A reinforced concrete slab comprising a main reinforcing bar and a structural reinforcing bar that has a reinforcing bar and is subjected to shear reinforcement, and a concrete that is placed so as to include the structural reinforcing bar,
The structural reinforcing bars are configured by arranging a large number of lattice reinforcing bars for main reinforcing bars and a large number of distributing reinforcing bars for lattice reinforcing bars in a grid pattern, and joining each intersection that intersects the cross,
Each of the large number of lattice rebars for main reinforcing bars is a continuous wave type so that the compression main reinforcing bars and the tensile main reinforcing bars are arranged in parallel in a straight line and the compression main reinforcing bars and the tensile main reinforcing bars are alternately connected. A plurality of lattice reinforcing bars for distribution reinforcing bars, each of which is arranged in a straight line in parallel in the vertical direction and a tension distribution reinforcing bar. And a lattice reinforcing bar for a reinforcing bar which is formed in a continuous wave shape and extends so as to alternately connect the compression distributing bar and the tensile distributing bar,
In addition, the large number of lattice rebars for main reinforcing bars and the large number of lattice reinforcing bars for distribution bars are distributed in such a way that the lattice rebars for main reinforcing bars arranged in parallel pass through the openings of the lattice bars for the main reinforcing bars. The muscle latticed rebar is penetrated over the entire length of the reinforcing muscle latticed rebar, arranged in a grid pattern,
Reinforced concrete version characterized by
前記鉄筋コンクリート版が床版として用いられるものであることを特徴とする請求項1記載の鉄筋コンクリート版。   The reinforced concrete plate according to claim 1, wherein the reinforced concrete plate is used as a floor slab.
JP2008272251A 2008-10-22 2008-10-22 Reinforced concrete slab Pending JP2010101044A (en)

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110284644A (en) * 2019-07-25 2019-09-27 河南绿建建筑科技有限公司 A kind of manufacture craft for the steel reinforced concrete composite truss floor that is open
CN112064845A (en) * 2020-07-17 2020-12-11 中冶(上海)钢结构科技有限公司 Built-in steel bar truss of fabricated floor
CN117605184A (en) * 2024-01-23 2024-02-27 北京市建筑工程研究院有限责任公司 Connecting wall structure, ultra-long seamless concrete wall and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110284644A (en) * 2019-07-25 2019-09-27 河南绿建建筑科技有限公司 A kind of manufacture craft for the steel reinforced concrete composite truss floor that is open
CN112064845A (en) * 2020-07-17 2020-12-11 中冶(上海)钢结构科技有限公司 Built-in steel bar truss of fabricated floor
CN117605184A (en) * 2024-01-23 2024-02-27 北京市建筑工程研究院有限责任公司 Connecting wall structure, ultra-long seamless concrete wall and construction method thereof
CN117605184B (en) * 2024-01-23 2024-04-16 北京市建筑工程研究院有限责任公司 Connecting wall structure, ultra-long seamless concrete wall and construction method thereof

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