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问题专业：土建,预算,土建计量GTJ,

提问日期：2022-02-08 23:50:40

提问网友：maxthon

汇总计算，三维查看怎么只有底部钢筋，没有其他钢筋土建,土建计量GTJ,陕西,预算,答疑：请教，异性条基我先用自定义线画，画出了所有钢筋，然后画在图中然后转换构件为条基-陕西土建预算土建计量GTJ土建,土建计量GTJ,陕西,预算,答疑：请教，异性条基我先用自定义线画，画出了所有钢筋，然后画在图中然后转换构件为条基-陕西土建预算土建计量GTJ

2022-02-09 00:09:33 补充

如果按自定义线就可以看到其他钢筋，那么这样会影响后续的模板量吗土建,土建计量GTJ,陕西,预算,答疑：请教，异性条基我先用自定义线画，画出了所有钢筋，然后画在图中然后转换构件为条基-陕西土建预算土建计量GTJ

2022-02-09 07:31:38 补充

自定义线又没法出模板，这该如何平衡

2022-02-09 08:16:23 补充

手算钢筋，图上钢筋比例也不对（设过比例有标注的对，钢筋线的比例又不对）

解答网友：GXZ

如果设计是这种形状，还不如选择滑板基础代替

没法出需要的工程量，就不能代替使用，这是要做充分的考虑

问题专业：土建,概算,招投标,结算,审核,

提问日期：2022-02-08 23:49:50

提问网友：王小满

土建造价咨询单位转到施工单位工作要注意什么呢，自己干着干着就迷茫了，咨询单位工资太低，施工单位又有点怯场，怕去了又不知道施工单位的造价员都做什么

解答网友：蓝鲸

主要就是给施工单位做投标报价，平时施工单位现场月进度，项目成本分析，结算书编制核对等

回答正确请采纳并点赞，因为每一个专家都是免费服务

问题专业：土建,预算,计价软件GCCP,

提问日期：2022-02-08 23:45:52

提问网友：王小满

学习定额是要把定额的说明学清楚吗，怎么快速的掌握定额呢，另外哪里有河南定额的讲解视频

解答网友：懂点装修

定额全国都是相通的，把定额的说明学清楚只是一个部分，关键是学会分析定额。

《跳出造价做造价》一书中有如何学习定额的思路。

问题专业：土建,预算,计价软件GCCP,土建计量GTJ,

提问日期：2022-02-08 23:14:08

提问网友：王小满

GTJ建模，GCCP列清单，项目特征，根据项目特征套定额，一键载价，改信息价，出成果！

请问我这样理解对吗，还有哪些需要注意的地方吗

解答网友：小的大牛

你好，差不多就是这样的，但是这里面每个环节都是有很多的知识组成的。（需要注意的地方，那这个就太多了，例如列清单、你不要漏项，组价套取子目的时候不能少套取了，编制项目特征不能漏，避免导致后面组价发生纠纷。）

包括：豆丁当当、PDF编辑软件、设计院字体、冰点文库下载器、迅捷PDF转换器、CAD迷你画图等等

常用软件,工程人常用工具软件合集

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问题专业：土建,安装,装饰,市政,

提问日期：2022-02-08 22:10:03

提问网友：朱鼓励

lab和la的区别是什么啊 新手

解答网友：小老百姓

1.定义不同:lab是受拉钢筋基本锚固长度;la是基本锚固长度lab经过条件修正以后的锚固长度。

2.计算方式不同,lab的数据可以从数据表中直接得到;La是通过lab的数据乘以修正参数所得,即La=ろa*lab 使用条件: 

①、带肋钢筋的公称直径大于25时,使用La,修正系数选择1.1; 

②、环氧树脂涂层带肋钢筋时,使...

3.施工过程中易受扰动的钢筋,使用La,修正系数选择1.1;

4.锚固区保护层厚度为3倍钢筋直径时,使用La,修正系数选择0.8;

5、锚固区保护层厚度为5倍钢筋直径时，使用La，修正系数选择0.7；

具体可以看看16G101-1

An ACI Standard
Building Code Requirements  for Structural Concrete
(ACI 318-19)
Commentary on  Building Code Requirements  for Structural Concrete
(ACI 318R-19)

ACI 318-19,ACI Standard,结构,ACI318-19 结构混凝土的建筑规范要求

PREFACE TO ACI 318-19
The “Building Code Requirements for Structural Concrete” (“Code”) provides minimum requirements for the materials,
design, and detailing of structural concrete buildings and, where applicable, nonbuilding structures. This Code was developed
by an ANSI-approved consensus process and addresses structural systems, members, and connections, including cast-in-place,
precast, shotcrete, plain, nonprestressed, prestressed, and composite construction. Among the subjects covered are: design and
construction for strength, serviceability, and durability; load combinations, load factors, and strength reduction factors;
The Code was substantially reorganized and reformatted in 2014, and this Code continues and expands that same organizational philosophy. The principal objectives of the reorganization were to present all design and detailing requirements for
structural systems or for individual members in chapters devoted to those individual subjects, and to arrange the chapters in
a manner that generally follows the process and chronology of design and construction. Information and procedures that are
common to the design of multiple members are located in utility chapters. Additional enhancements implemented in this Code
Uses of the Code include adoption by reference in a general building code, and earlier editions have been widely used in
this manner. The Code is written in a format that allows such reference without change to its language. Therefore, background
details or suggestions for carrying out the requirements or intent of the Code provisions cannot be included within the Code
itself. The Commentary is provided for this purpose.
Some considerations of the committee in developing the Code are discussed in the Commentary, with emphasis given to
the explanation of new or revised provisions. Much of the research data referenced in preparing the Code is cited for the user
desiring to study individual questions in greater detail. Other documents that provide suggestions for carrying out the requirements of the Code are also cited.
Technical changes from ACI 318-14 to ACI 318-19 are outlined in the August 2019 issue of Concrete International and are
marked in the text of this Code with change bars in the margins.
KEYWORDS
admixtures; aggregates; anchorage (structural); beam-column frame; beams (supports); caissons; cements; cold weather;
columns (supports); combined stress; composite construction (concrete to concrete); compressive strength; concrete; construction documents; construction joints; continuity (structural); contraction joints; cover; curing; deep beams; deep foundations;
weather; inspection; isolation joints; joints (junctions); joists; lightweight concretes; load tests (structural); loads (forces);
mixture proportioning; modulus of elasticity; moments; piles; placing; plain concrete; precast concrete; prestressed concrete;
prestressing steels; quality control; reinforced concrete; reinforcing steels; roofs; serviceability; shear strength; shotcrete; spans;
splicing; strength analysis; stresses; structural analysis; structural design; structural integrity; structural walls; T-beams; torsion;
walls; water; welded wire reinforcement.

问题专业：土建,土建计量GTJ,

提问日期：2022-02-08 19:00:00

提问网友：后来

土建,土建计量GTJ,重庆,答疑：连梁一般几跨-重庆土建计量GTJ连梁是连接剪力墙之间的？？一般都是1跨吗？还是会有多跨的连梁？

2022-02-08 19:01:06 补充

连梁是不是一般沒有原位标注？

解答网友：维达詹工

你好：一般是一跨，连梁一般沒有原位标注，框架连梁是有原位标注的。

16G规则中，连梁重提梁跨后可以设置原位标注。

上部钢筋/下部钢筋/支座筋/吊筋/次梁加筋等信息直接在对应位置中输入/修改钢筋信息即可。但原位标注中标高/截面尺寸/箍筋/侧面原位标注钢筋直接修改不了。

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